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HomeMy WebLinkAbout5791 VAN ALLEN WAY; ; FPC2021-0043; PermitPERMIT REPORT (!("City of Carlsbad Print Date: 08/02/2021 Permit No: FPC2021-0043 Job Address: 5791 VAN ALLEN WAY, CARLSBAD, CA 92008-7321 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121304500 Track U: Applied: 04/06/2021 Valuation: $2,082,950.35 Lot U: Issued: 07/22/2021 Occupancy Group: Project #: Finaled Close Out: 08/02/2021 #01 Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: Description: THERMO FISHER SCIENTIFIC MMS2 -PHASE 2 SPRINKLER TI (226 HEADS, 2 RISERS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST PO WAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads $654.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $204.00 Total Fees: $858.00 Total Payments To Date: $858.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov FPC2021-0043 CBC2021-0079 Thermo Fisher Scientif ic High-Piled Combustible Storage Report Included (City of Carlsbad July 20, 2021 Kalusbruckner & Associates 2495 Truxtun Road San Diego, CA 92106 Attn: Elley Klausbruckner, PE Subject: Alternate Materials and Methods Request Thermo Fisher Scientific 5791 Van Allen Way Carlsbad, CA 92008 Reference: FPC202 1-0108 Dear Ms. Klausbruckner: We have reviewed your alternate materials and methods request and have denied your request as submitted. A summary of our findings is outlined below and includes your request, proposal, justification, and Carlsbad Fire Department's (CFD) conditions of approval. Facility Description The Thermo Fisher Scientific project is understood to consist of the following: Installation of a cold storage freezer inside an existing warehouse Freezer will have a ceiling height of 26 feet Ceiling height of building is 32 feet Storage height will be greater than 12 feet constituting high piled storage Building is equipped throughout with a fire sprinkler system. Installation of new high-piled storage racks with in-rack sprinklers outside of the cold storage area. Request This document requests an AM&M regarding the use of FM Global Datasheets for the design of the fire protection system in lieu of complying with NFPA 13 language as adopted. This request is being made to satisfy the requirements of the insurance underwriter, FM Global. Code Requirement: The California Fire Code Section 104.9 permits the fire code official to approve an alternative material, design, or method of construction if deemed satisfactory and complies with the intent of the provisions of this code. See attached report for specific design criteria based on FM Fire Department Fire Prevention 1635 Faraday Ave. I Carlsbad, CA 92008 1 760-602-4660 1 www.carlsbadca.gov Thermo Fisher Scientific 07-20-2021 Datasheets, since the sprinkler criteria and associated flue spaces for the high-piled rack storage area is a substantial portion of the report. Code Intent: The intent of CFC Section 104.9 is to allow for other recognized design standards to be applied if the jurisdiction determines that the alternative design standards meet or exceed the intent of the original code requirements. In this instance, it is the use of FM Global Datasheets for the design of the fire sprinkler and high-piled stage rack systems. Proposal: Design and install the required fire sprinkler protection designs and associated flue space requirements based on FM Global insurance requirements where specified in the report. Justification: Thermo Fisher Scientific is insured by FM Global. This insurance carrier has slightly different fire protection requirements for high-piled storage as compared to NFPA 13. However, we reference fire protection requirements based on NFPA 13 in the report conservatively and provide additional justifications for use of FM Global instead (FM Global Datasheets 2-0, 8-9, and 8-24). In short, please see HPS report for more details: The warehouse rack sprinkler protection based on FM Global for the following reasons: FM Proposed design requires more water than NFPA 13 (1089 gpm for FM Design versus 904 gpm for NFPA 13 Design) Face in-rack sprinklers are required in the FM Design, which is not required by the NFPA Standard Pre-fabricated Cold Room: We would like to appeal the use of smoke and heat vents in the Pre-fabricated Cold Room due to its small size (<360sf) and based on practicality. Based on calculations, less than one sq ft of smoke and heat vent is required. Limit the sprinkler protection criteria for the cold room (dry pendants) to the room size (i.e. 0.4/3 60sf) due to the impracticality of extending dry pendant heads beyond the cold room walls. A high-piled storage report was submitted showing the details of design as part of the appeals package. Please let us know if the high-piled storage report was separated from this proposal, so that we can email you another copy for your reference. Thermo Fisher Scientific 07-20-2021 CFD's Response The above stated proposal and justification has been evaluated against requirements held in the California Fire Code and local amendments by the City of Carlsbad. After consideration, the above proposal provides a reasonable alternative where alternative design criteria can be applied and meets the intent of the requirements associated with fire protection within high-piled storage locations. The Carlsbad Fire Department believes that the application of FM Global Datasheets, concurrent with design criteria found in NFPA 13, would be an acceptable alternative for this storage and protection configuration. It is the opinion of CFD that the proposed design alternatives will adequately provide life safety and property protection in lieu of strict code compliant fire protection for high-piled storage. Respectfully, deo~~~ /~t Randall L. Metz Fire Marshal I I Western 'Protection I I ThermoFisher Scientific Phase 2 5791 Van Allen Way Carlsbad., CA 92008 Automatic Wet Fire Sprinkler System I 20-3562-02 I I Hydraulic Calculations I I I I I I 3-30-2021 I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 I I 1 I I kjjjjHydraulic Overview Job Number: 20-3562-02 Resnort florecrintion FM Starrenes Job Job Number Design Engineer 20-3562-02 Mitchell Struck Job NennE MMS2 THERMO FISHER EXPANSION Phone FAX Address I 5791 VAN ALLEN WAY State Certtrodtlors/Usanno Number Address 2 CARLSBAD, CA 92008 MS Address S Job Site/Building System Density Area ofAyplloetlon 0.000gpm/ft2 0.00ft° (Actual 128.99ft2) Most Demanding Sp,/nfrJsr Data Hone Streams 8 K-Factor 30.00 at 14.063 500.00 C000nege Per Spmtntmler Number Of Sp,/n/,le,s Ce/otto/ed 100.00ft2 14 Sos/err Pressure Demand Oystsm F/so Domsnd 93.174 1272.90 Total Demand 1772.90 @93.174 Pressure Result +22.430 (19.4%) Supplies Check Point Gauges Node Name Flow(aom) Hose Flow(aom) Stalic(osit Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(pom) 1 Water Supply 2750.00 500.00 118.800 111.600 TOR 63.630 102.39 816.76 BOR 77.859 144.26 1272.90 Rack TOR 51.454 63.59 456.14 MMS2 Phase 2 Sub Water Supply at Node 1 (2750.00, 250.00, 118.800, 111.600) 150 135fStatic 120 Pressure 118.800 105 1 3.1741 0 with hose 9 75 CL streams T7729O Cn 60 curve ystem demand - 45 30 15 f 0- 1111111111111111111 .L.I..L.I..L.I..Lt I.I.I.I.I.I.I.1 I_j_j• LLIII 111111111 111111 5500 2750 3300 3850 4400 4950 Water flow, gpm f, © M.E.P.CAD, Inc. J AutoSPRINK 2018 v14.4.5.0 3/3112021 3:13:41PM Page 1 Job Number: 20-3562-02 Rcsnnrt flRrintinn FM Stirtminp. I HydrauIic Summary 3/31/2021 3:13:44PM Page 2 © M.E.P.CAD, Inc. PIMAutoSPRINK 2018 04.4.5.0 Job Job Number 20-3562-02 Design Engineer Mitchell Struck Job Name: MMS2 THERMO FISHER EXPANSION State Conhflcotiond.icaneo Number Add.. I 5791 VAN ALLEN WAY AIIJ Address 2 CARLSBAD, CA 92008 Job Site/Building Address 3 Drawing Name MMS2 Phase 2 Sub System Remote Area(s) Most Demanding SprtnktAr Data 8 K-Factor 30.00 at 14.063 Occupancy FM Storage Job Suffix Hose ftliowanre At Source 500.00 Density 0.000gpm/ft2 Area of Applicadon 0.00ft2 (Actual 128.99ft2) Additional 11050 Supplies Node Flow(porn) Number Of Sprintdors CoIo.,Ietod 14 Coverage Per Sprinkler 100.00ft2 Total 11050 Streams 500.00 System Flow Demand 1272.90 Total Water Required (includingllosePttowenoe( 1772.90 Maohnurn Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.94 between nodes 88 and 3750 Maximum Velocity Undo, Ground 8.75 between nodes 3 and 8 Volume copoolty of Wet Pipes 5743.25ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow © (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 500.00 118.800 111.600 2750.00 115.604 1772.90 93.174 22.430 Contractor Contreotor Number Contact Name Contact Title Nones of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Add.. 3 Web-Site I I I I I I I I I - I I I I 1 I I I I I 111 IHydrau1ic Graph Job Number: 20-3562-02 Panrsrt flacrrintinn FM PZtnrssna Water Supply at Node I 150- 135--- 120 —S atic Pressure 118.800- 2750.00@ 111.600 1051 - :290@ 93.174 90 - _1772.90 with hose streams CIL J75 60- System demand curve :L________ 15- IliliHil 111111111 111111111 111111111 111111111 111111111 I I I I I I I I 0- %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraufic Graph Water Supply at Node 1 Static: Pressure 118.800 Residual: P- 111.600 @2750.00 Available Pressure at lime oil Test 115.604 @ 1772.90 System D- 93.174 @ 1272.90 System Demeed Itidudira Hose Atamerce at Source) 93.174 @ 1772.90 © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 04.4.5.0 3/31/2021 3:13:46PM Page 3 I IHydrau1ic Graph Job Number: 20-3562-02 D.-..-....* fl.,_...;,e;...... CRA 0---- Rack TOR 150— 135--- 120 — Static Pressure 118.800-- 2750.00 c 111 600 10 (I) - 75 a. 60- 456.14@ 51.454 - 956.14 with hose streams 45 ystem demand curve 30- 15- 111111 .i..L_' 111111111 111111111 1111)1111 111111 II 11111 III I liii I I I I I I I I I I II[Itflil 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph Rack TOR StatSe Pressure N/A Residual: Pressure N/A Available Pressure at lime of Test N/A System Demand 51.454 @456.14 System Domsnd linduding Sass yJidmarryc at Seams) 51.454 @ N/A (,,©M.E.P.CAD, Inc. - jj AutoSPRINK2O18v14.4.5.0 3/31/2021 3:13:46PM Page 4 ~jjljHydraulic Graph Job Number: 20-3562-02 D...-..4 fl.;,e;.,,. CRA O*....-... BOR 150- 135--- 120 — Static 'ressur 118.800- 2750.00@ 111.600 105- CL 1272.90 @ 77.859 1772.90 with hose streams :: System demand curve -30 15- o-.fljjJJJJJJIHIHIM 111111111 111111111 I I I I I I I I I 11111 liii 111111111 III 11111 %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A Sy,terrDerrand 77.859 @ 1272.90 System Derrerd lirduding Heaa ftJ5aerce elSeu,cel 77.859 @ N/A - &©M.E.P.CAD, Inc. §j AutoSPRINK 2018 04.4.5.0 3/31/2021 3:13:46PM Page 5 ~jjljHydraulic Graph Job Number: 20-3562-02 Pn,rrf fl ..rbsfurn MA Ofra.ns,ras TOR 150- 135- 120- Static Pressure 118.800- -.. 750.00 111 600 10 I I J75_ 816.76 @ 63.630 - 1316.76 with hose streams 60 45 System demand curve 111>1111 111111111 111111111 lit I lilt I I II II III II I I I I I I I I I 0- %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph TO State: Pressure N/A Reelduat Prosaure N/A Available Pressure at Terre at lest N/A SyslemDernend - 63.630 @816.76 Syele.5 Demand (Irduding Has. yJlasuence at SayS.) 63.630 @ N/A . , © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 3/31/2021 3:13:46PM Page 6 Job Number: 20-3562-02 Rnôrt Dcrintiün FM Stnrri Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 3690 53.61 44.80 11.2 22.912 Sprinkler 3691 50.43 44.80 11.2 20.272 Sprinkler 3692 49.24 44.80 11.2 19.328 Sprinkler 3693 49.18 44.80 11.2 19.284 Sprinkler 3694 49.72 44.80 11.2 19.709 Sprinkler 3695 51.79 44.80 11.2 21.379 Sprinkler 3750 53.65 44.80 11.2 22.944 Sprinkler 3751 50.47 44.80 11.2 20.303 Sprinkler 3752 49.28 44.80 11.2 19.361 Sprinkler 3753 49.23 44.80 11.2 19.318 Sprinkler 3754 49.75 44.80 11.2 19.732 Sprinkler 3755 51.82 44.80 11.2 21.403 Sprinkler 3834 69.45 44.80 11.2 38.450 Sprinkler 3835 69.36 44.80 11.2 38.349 Sprinkler 3836 69.80 44.80 11.2 38.839 Sprinkler 4137 34.08 30.00 8 18.146 Sprinkler 4138 31.16 30.00 8 15.172 Sprinkler 4139 35.67 30.00 8 19.880 Sprinkler 4140 32.63 30.00 8 16.639 Sprinkler 4141 33.14 30.00 8 17.163 Sprinkler 4142 30.30 30.00 8 14.343 Sprinkler 4159 34.04 30.00 8 18.107 Sprinkler 4160 31.13 30.00 8 15.139 Sprinkler 4161 35.63 30.00 8 19.832 Sprinkler 4162 32.59 30.00 8 16.599 Sprinkler 4191 32.89 30.00 8 16.899 Sprinkler 4192 30.06 30.00 8 14.120 Sprinkler 4242 32.82 30.00 8 16.832 c Sprinkler 4243 30.00 30.00 8 14.063 c> Most Demanding Sprinkler Data I ISummary Of Outfiowing Devices I I ii I I 1 I I I , © M.E.P.CAD, Inc. §j AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:13:54PM Page 7 I INode Analysis Job Number: 20-3562-02 Ponnrt flccrrintinn PRA Sfnrc.ncs Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -1-0 S 93.174 1272.90 3690 31-0 Spr(-22.912) 22.912 53.61 3691 31-3 Spr(-20.272) 20.272 50.43 3692 31-6 Spr(-19.328) 19.328 49.24 3693 31-6 Spr(-19.284) 19.284 49.18 3694 31-3 Spr(-19.709) 19.709 49.72 3695 31-0 Spr(-21.379) 21.379 51.79 3750 30-10 Spr(-22.944) 22.944 53.65 3751 3101/2 Spr(-20.303) 20.303 50.47 3752 31-31/2 Spr(-19.361) 19.361 49.28 3753 31-31/2 Spr(-19.318) 19.318 49.23 3754 31-1 Spr(-19.732) 19.732 49.75 3755 30-10% Spr(-21.403) 21.403 51.82 3834 31-0 Spr(-38.450) 38.450 69.45 3835 30-9 Spr(-38.349) 38.349 69.36 3836 30-61/2 Spr(-38.839) 38.839 69.80 4137 9-4 Spr(-18.146) 18.146 34.08 4138 19-4 Spr(-15.172) 15.172 31.16 4139 9-4 Spr(-19.880) 19.880 35.67 4140 19-4 Spr(-16.639) 16.639 32.63 4141 9-4 Spr(-17.163) 17.163 33.14 4142 19-4 Spr(-14.343) 14.343 30.30 4159 94 Spr(-18.107) 18.107 34.04 4160 194 Spr(-15.139) 15.139 31.13 4161 94 Spr(-19.832) 19.832 35.63 4162 19-4 Spr(-16.599) 16.599 32.59 4191 9-4 Spr(-16.899) 16.899 32.89 4192 19-4 Spr(-14.120) 14.120 30.06 4242 9-4 Spr(-16.832) 16.832 32.82 4243 19-4 Spr(-14.063) 14.063 30.00 2 4-0 LtE(22'-01/2) 92.777 3 4-0 LtE(16-7) 83.812 4 4-0 81.268 5 0-6 79.750 6 12-6 P0(37-81/2) 74.548 7 29-7 E(17-7) 67.148 8 4-0 79.743 9 0-6 BOR 77.859 16 c... 24-8 P0(9-11) 60.412 18 -. 2441/z PO(9'-11) 60.479 19 24-11% P0(9-11) 60.183 20 28-111/2 P0(9-11) 62.033 21 28-71/2 P0(9-11) 62.321 22 28-111/2 P0(9-11) 62.499 23 28-111/2 T(37'-8%) 63.226 35 25-0% P0(9-11) 60.265 37 30-21/2 T(9-11) 58.712 38 29-11/2 P0(9-11) 63.155 40 11-3 68.812 41 11-3 fT(17-5%) 68.817 42 30-111/2 P0(20-2) 60.958 43 31-0 P0(9-11) 60.943 44 30-10 P0(9-11) 61.031 45 30-2% P0(9-11) 61.333 46 29-101/2 P0(9-11) 61.503 47 29-6 P0(9-11) 61.695 48 11-3 P0(9-11) 68.218 49 11-3 P0(8-0) 68.219 50 11-3 P0(8-0) 68.325 51 11-3 P0(8-0) 68.369 52 11-3 P0(8-0) 68.426 53 11-3 P0(8-0) 67.463 /,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 3/31/2021 3:13:56PM Page 8 I I I I I 1 I I I I IT] I U I I I 1 [1 Job Number: 20-3562-02 Pnnd flacrrintinn ru tnrona 1 1111 N ode Analysis Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 54 11-3 P0(8-0) 67.542 55 11-3 P0(8-U) 67.606 56 11-3 P0(8-U) 67.656 57 11-3 P0(8-0) 67.686 58 11-3 P0(8-0) 67.707 59 11-3 P0(8-0) 67.740 60 11-3 P0(8-0) 67.747 61 11-3 P0(8-0) 67.751 62 11-3 P0(20-2) 67.753 63 11-10% T(8-0) 67.508 64 11-10% E(4-11%) 67.824 65 11-3 P0(8-0) 68.121 66 11-3 P0(8-0) 68.122 67 11-3 P0(8-0) 68.125 68 11-3 P0(8-0) 68.153 69 11-3 P0(8-0) 68.168 70 11-3 P0(8-U) 68.189 71 11-101A E(4-111/2) 68.086 72 11-10% T(8-0) 67.382 73 11-101A T(9-11) 68.040 74 11-10% T(9--1 1) 68.004 75 11-10% E(4-11%) 67.882 76 11-10% E(4-111/2) 67.864 77 11-10% E(4-11%) 67.907 78 11-10% E(4'-11%) 67.825 79 26-8 P0(9-il) 60.044 80 26-11% P0(26-4) 59.910 81 30-11% P0(9-11) 60.896 82 30-8 P0(9-I1) 61.038 83 30-0 P0(9-11) 61.353 84 - 30-0 61.365 85 30-0 P0(9-I1) 61.358 86 30-4 P0(9-11) 61.217 87 30-8 P0(9-11) 61.078 88 25-8 P0(9-l1) 59.887 89 26-0 P0(9-il) 59.762 90 26-3 P0(9-il) 59.751 91 26-10% P0(9-11) 59.675 92 27-11,/ P0(20-2) 59.666 93 27-0 P0(9-11) 59.742 94 11-101/2 E(4-111/2) 67.824 95 11-10% E(4-111/) 67.848 96 - - 11-101/2 T(8-0) 67.326 97 11-101/2 T(8-0) 67.529 98 11-10% T(8-0) 67.500 99 11-101% T(8'-O) 67.535 100 11-101/2 T(8'-O) 67.535 101 11-101/. T(8-0) 67.463 102 11-101% T(8'-O) 67.431 103 11-101/2 T(8'-O) 67.485 104 25-1% P0(9-11) 60.220 105 29-6 P0(9-I1) 62.976 106 25-61/. P0(26-4) 60.061 107 26-8 P0(9-11) 59.937 138 26-4 P0(9-11) 60.117 109 260 P0(9-li) 60.284 1033 30-81/2 T(8-0) 58.566 1036 25-9 P0(8-U) 60.398 1945 9-4 fT(10-5%) 21.996 1948 19-4 fT(10-5%) 18.435 1952 9-4 1 P0(12-3%) 23.734 1953 19-4 1 P0(12-3%) 19.908 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 3/31/2021 3:13:56PM Page F I I I I I I I I I I Ii] I I I I I I Node Analysis Job Number: 20-3562-02 Pn,rf fl,rintsn PKA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2422 9-4 P0(5-0) 20.079 2423 19-4 P0(5-0) 16.810 2427 9-4 P0(5-0) 18.999 2428 19-4 P0(5-0) 15.898 2450 3-3 P0(20-2) 76.546 2470 9-4 P0(5-0) 20.036 2471 19-4 P0(5-0) 16.773 2536 9-4 P0(5-0) 18.709 2537 19-4 P0(5-a) 15.652 2609 9-4 P0(5-U) 18.635 2610 19-4 P0(5-0) 15.589 2699 27-91h fE(6-8Y2), Rack TOR 51.454 2714 29-7 E(17-7), TOR 63.630 - , © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 3/31/2021 3:13:56PM Page 10 ~11111-lydraulic Analysis Job Number: 20-3562-02 Report Description: FM Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route 1 ..... BL 1.0490 30.00 11.14 120 0.275519 0-61/2 Pf 1.527 4243 2610 19-4 19-4 30.00 8 14.063 15.589 Sprinkler, P0(5-0) 5-0 5-6 V2 Pe Pv BL 2.1570 30.00 2.63 120 0.008231 7'-8 Pt 0.063 2610 2537 19-4 19-4 15.589 15.652 7-8 Pe Pv BL 2.1570 60.06 5.27 120 0.029730 8-3 Pf 0.245 2537 2428 19-4 19-4 30.06 15.652 15.898 Flow (q) from Route 2 8-3 Pe Pv BL 2.1570 90.36 7.93 120 0.063291 44-11 Pf 4.010 2428 1953 19-4 19'-4 30.30 15.898 19.908 Flow (q) from Route 3 E(6-2), P0(12-3%) 18-5% 6341/z Pe Pv -0.000 FR 3.2600 456.14 17.53 120 0.169283 155-61/2 Pt 35.205 1953 2699 19-4 27-9% 127.51 +238.27 19.908 51.454 Flow (q) from Route 4 and 7 2E(9'-5), P0(20-2), 2fE(6'-81/2), Rack TOR 52-5 207-111/2 Pe Pv -3.660 FM 3.2600 456.14 17.53 120 0.169283 23-7 Pt 14.461 2699 2450 27-91/2 3-3 51.454 76.546 2t(-0.000), CV(21'-6), BV(13'-5 Vs), fE(6'-81/2), P0(20-2) 61-10 85-5 Pe Pv 10.632 FR 6.3570 1272.90 12.87 120 0.043720 2-9 Pf 0.120 2450 9 3-3 0-6 816.76 . 76.546 77.859 Flow (q) from Route 10 BOR 2-9 Pe Pv 1.193 UG 8.3900 1272.90 7.39 140 0.008510 12-5% Pt 0.366 9 8 0-6 4-0 77.859 79.743 E(30-61/2) 306h/z 43-0 Pe Pv 1.517 U 7.7100 1272.90 8.75 150 0.011305 282-1 Pt 4.069 8 3 -3-0 4-0 79.743 83.812 PIV(5'-11/2), EE(11'-6), T(44'-8), LtE(16-7) 77-10 359-11 Pe Pv -0.000 U 8.3900 1272.90 7.39 -140 0.008510 10-0 Pt 8.966 3 2 -3-0 -3-0 - - -.83.812 92.777 T(59'-4%), BFP(-8.000), 2LtE(22 -01/2) 103-6 113-6 Pe Pv 0.000 U 7.7100 1272.90 8.75 150 0.011305 106-71/2 Pr 1.263 2 1 -3-0 . -1-0 . - 92:777 93.174 GV(5'-l%), S 5-1% 111'9 Pe Pv -0.867 500.00 Hose Allowance At Source 1 1772.90 Route ..... BL 1.0490 30.06 11.16 - 120 0.276556 0-6% Pt 1.533 4192 2537 194 194 30.06 8 14.120 15.652 Sprinkler, P0(5'O) 5-0 5-6% Pe Pv Route ..... BL 1.0490 30.30 11.25 120 0.280592 0-6% Pf 1.555 4142 2428 19-4 19-4 30.30 8 14.343 15.898 Sprinkler, P0(5'O) 5-0 5-61/2 Pe Pv Route ..... BL 1.0490 31.13 11.56 120 0.294965 0-61/2 Pt 1.635 4160 2471 194 19-4 31.13 8 15.139 16.773 Sprinkler, P0(5-0) 5-0 5-6% Pe Pv BL 2.1570 31.13 2.73 120 0.008812 4-2% Pf 0.037 2471 2423 19-4 194 16.773 16.810 4-2% Pe Pv BL 2.1570 62.29 5.47 120 0.031802 44-11 Pt 1.624 2423 1948 19-4 19-4 31.16 16.810 18.435 Flow (q)from Route 5 E(6'-2) 6-2 51-1 Pe Pv DY 2.1570 127.51 11.20 120 0.119697 0-0 Pt 1.473 1948 1953 19-4 19-4 65.23 18.435 19.908 Flow (q) from Route 6 P0(12-31/2) 1 12-31/2 12-3% Pe Pv -0.000 Route ..... BL 1.0490 31.16 11.57 120 0.295573 0-61/2 Pt 1.638 4138 2423 194 19-4 31.16 8 15.172 16.810 Sprinkler, P0(5-0) 5-0 5-6% Pe Pv =...... Route 6 ..... , © M.E.P.CAD, Inc. FAutoSPRINK 2018 04.4.5.0 3/31/2021 3:13:59PM Page 11 11111-lydraulic Analysis Job Number: 20-3562-02 Rntrt flpserintinn FM Rtnrnnp. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 32.59 2.86 120 0.009596 4-21/2 Pt 0.040 4162 4140 19-4 19-4 32.59 8 16.599 16.639 Sprinkler 4-21/2 Pe Pv BL 2.1570 65.23 5.73 120 0.034632 4141/2 Pt 1.796 4140 1948 19-4 19-4 32.63 8 16.639 18.435 Sprinkler, fT(10'-51/2) 1051/z 51-10 Pe Pv Route ..... BL 1.0490 32.82 12.18 120 0.325358 0-61/2 Pf 1.803 4242 2609 9-4 9-4 32.82 8 16.832 18.635 Sprinkler, P0(5-0) 5-0 5'-6'/2 Pe Pv BL 2.1570 32.82 2.88 120 0.009720 7-8 Pt 0.074 2609 2536 94 94 18.635 18.709 7'-8 Pe Pv BL 2.1570 65.71 5.77 120 0.035107 8'-3 Pf 0.290 2536 2427 9-4 9-4 32.89 18.709 18.999 Flow (q) from Route 8 8'-3 Pe Pv BL 2.1570 98.85 8.68 120 0.074734 44-11 Pt 4.735 2427 1952 9-4 9-4 33.14 18.999 23.734 Flow (q) from Route 9 E(6'-2), P0(12-31/2) 18-5% 63-4% Pe Pv FR 3.2600 238.27 9.16 120 0.050916 10,-0 Pt 0.509 1952 1953 9-4 194 139.42 23.734 19.908 Flow (q) from Route 14 10,-0 Pe Pv 4.335 Route ..... BL 1.0490 32.89 12.21 120 0.326567 0'-6'/z Pt 1.810 4191 2536 94 9-4 32.89 8 16.899 18.709 Sprinkler, P0(5-0) 5-0 5-61/2 Pe Pv -Route 9 ..... BL 1.0490 33.14 12.30 120 0.331276 1.836 4141 2427 9-4 9-4 33.14 8 17.163 18.999 Sprinkler, P0(5-0) 0'-61]/22Pt 5Pe ::5'-6/2Pv Route 10 ..... BL 1.6820 36.70 5.30 120 0.040138 8-0 Pt 0.321 3693 3694 31-6 31-3 49.18 11.2 19.284 19.709 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 86.42 12.48 120 0.195729 8-0 Pt 1.567 3694 3695 31-3 31-0 49.72 11.2 19.709 21.379 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 138.21 19.96: 120 0.466529 55-3 Pt 39.630 3695 46 31-0 29-101/2 51.79 112 - 21.379 61.503 Sprinkler, 2E(4'-11%), T(9'-11), P0(9-I1) 29-8% 84-111/2 Pe Pv 0.494 CM 6.3570 447.22 4.52 120 0.006314 5-10% Pt 0.037 46 47 29-101/2 29'-6 281.90 61.503 61.695 Flow (q) from Route 2 5-10% Pe Pv 0.155 CM 6.3570 585.61 5.92 120 0.010397 9-21/2 Pt 0.096 47 20 29-6 28-111/2 126.18 61.695 62.033 Flow (q) from Route 3 9-21/2 Pe Pv 0.242 CM 6.3570 696.03 7.04 120 0.014311 10-5% Pt 0.150 20 21 28-111/2 28-71/2 100.90 62.033 62.321 Flow (q) from Route 5 10-5% Pe Pv 0.139 CM 6.3570 722.64 7.30 120 0.015340 20-10 Pt 0.319 21 22 28-71/2 28-111/2 24.28 62.321 62.499 Flow (q) from Route 50 20-10 Pe Pv -0.141 CM 6.3570 750.75 7.59 120 0.016462 6-51/2 Pf 0.727 22 23 28-111/2 28-111/2 25.65 62.499 63.226 Flow (q) from Route 4 T(37'-8%) 37-8% 44'-2 Pe Pv FM 6.3570 816.76 8.26 120 0.019239 17-0% Pt 0.666 23 2714 28-111/2 29'-7 60.22 63.226 63.630 Flow (q) from Route 37 E(17'-7), TOR 17-7 34-71/2 Pe Pv -0.263 FR 6.3570 816.76 8.26 120 0.019239 25-6% Pt 1.507 2714 2450 29'-7 3-3 745.13 63.630 76.546 Flow (q) from Route 1 CV(40'-3), BV(12'-7) 52-9% 78-4% Pe Pv 11.409 - Routell ..... BL 1.6820 12.48 1.80 120 0.005457 8-0 Pt 0.044 3693 3692 31-6 31-6 49.18 11.2 19.284 19.328 Sprinkler 8-0 Pe Pv 0.000 BL 1.6820 61.72 8.91 120 0.104998 8-0 Pt 0.841 3692 3691 31-6 31-3 49.24 11.2 19.328 20.272 Sprinkler 8-0 Pe Pv 0.103 (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3131/2021 3:13:59PM Page 12 3/31/2021 3:13:59PM Page 13 , © M.E.P.CAD, Inc. @jjAutoSPRlNK 2018 04.4.5.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6820 112.15 16.19 120 0.316956 8-0 Pt 2.537 3691 3690 31-3 31-0 50.43 11.2 20.272 22.912 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 165.76 23.93 120 0.653001 33-31/2 Pt 34.682 3690 89 31-0 26-0 53.61 11.2 22.912 59.762 Sprinkler, T(9'-11), P0(9-11) 19-9% 53-1 V2 Pe Pv 2.168 CM 4.2600 309.01 6.96 120 0.022381 3-10 Pt 0.086 89 90 26-0 26-3 130.79 59.762 59.751 Flow (q) from Route 39 3-10 Pe Pv -0.098 CM 4.2600 283.89 6.39 120 0.019132 10-5 Pf 0.199 90 91 26-3 26-101/2 258.98 59.751 59.675 Flow (q) from Route 2 10-5 Pe Pv -0.275 CM 4.2600 259.71 5.85 120 0.016227 6-3 Pt 0.101 91 92 26'-10V2 27-1% 236.93 59.675 59.666 Flow (q) from Route 2 6-3 Pe Pv -0.111 CM 4.2600 158.66 3.57 120 0.006520 3-81/2 Pt 0.024 92 93 27-1% 27-0 144.74 59.666 59.742 Flow (q) from Route 2 3-81/2 Pe Pv 0.051 RN 1.6820 23.54 3.40 120 0.017643 126-8 Pf 2.933 93 43 27-0 31-0 59.742 60.943 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.732 CM 6.3570 259.71 2.63 120 0.002310 10-4 Pt 0.024 43 44 31-0 30-10 215.46 60.943 61.031 Flow (q) from Route 7 10-4 Pe Pv 0.064 CM 6.3570 283.89 2.87 120 0.002724 10,-5 Pt 0.028 44 45 30-10 30-21/2 22.06 61.031 61.333 Flow (q) from Route 48 10-5 Pe Pv 0.274 CM 6.3570 309.01 3.12 120 0.003186 5-9 Pt 0.018 45 46 30-21/2 29-101/2 22.92 61.333 61.503 Flow (q) from Route 49 5-9 Pe Pv 0.152 =. ..... Route 12 ..... BL 1.6820 36.82 5.32 120 0.040377 8-0 Pf 0.323 3753 3754 31-3% 31-1 49.23 11.2 . 19.318 19.732 Sprinkler 8-0 Pe Pv 0.091 BL 1.6820 86.57 12.50 120 0.196344 8-0 Pt 1.571 3754 3755 31-1 30-101/2 49.75 11.2 .19.732 21.403 Sprinkler 8-0 Pe Pv 0.100 BL 1.6820 138.39 19.98 . . 120 0.467628 5521/z Pt 39.711 3755 47 30-10% 29-6 51.82 11.2 . 21.403 61.695 Sprinkler, 2E(4'-l1%), T(9'-l1), P0(9-I1) 29-8% 84-11 Pe Pv 0.581 Route 13 ..... BL 1.6820 12.41 1.79 120 0.005396 8-0 Pt 0.043 3753 3752 31-31/2 31-31/2 49.23 11.2 19.318 19.361 Sprinkler 8-0 Pe Pv BL 1.6820 61.69 8.91 120 0.104890 8-0 Pt 0.839 3752 3751 31-31/2 31-01/2 49.28 11.2 19.361 20.303 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 112.15 16.19 120 0.316980 8-0 Pt 2.537 3751 3750 31-01/2 30-10 50.47 11.2 20.303 22.944 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 165.80 23.94 120 0.653303 33-4 Pt 34.701 3750 88 30-10 25-8 53.65 11.2 22.944 59.887 Sprinkler, T(9'-11), P0(9-11) 19-91/2 53-1% Pe Pv 2.243 CM 4.2600 22.55 0.51 120 0.000176 10-111/2 Pt 0.002 88 19 25-8 24-111/2 20.39 59.887 60.183 Flow (q) from Route 4 10-111/2 Pe Pv 0.294 CM 4.2600 120.74 2.72 120 0.003934 10-7 Pt 0.042 19 18 24-111/2 24-4% 89.76 60.183 60.479 Flow (q)from Route 6 10-7 Pe Pv 0.254 CM 4.2600 94.12 2.12 120 0.002482 21-2 Pt 0.053 18 16 24-41/2 24'-8 85.86 60.479 60.412 Flow (q) from Route 4 21-2 Pe Pv -0.120 RN 1.6820 28.11 4.06 120 0.024511 126-71/2 Pt 3.953 16 22 24-8 28-111/2 60.412 62.499 P0(9-11) 1(9-11), E(4'-111/2), P0(9-11) 34-8 1 16131/z Pe Pv -1.865 Route 14 ..... I I I I I 1 I I I I I I I LI LI 1 111Hydraulic Analysis Job Number: 20-3562-02 Rnnrt flc.rintinn FM Stnrinp. 1 III IHydrauIic Analysis Job Number: 20-3562-02 Rnnrt flpscrintirn FM Stnrn Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure - Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.0490 34.04 12.64 120 0.348090 0-6% Pf 1.929 4159 2470 9-4 9-4 34.04 8 18.107 20.036 Sprinkler, PO(5'o) 5-0 5-6% Pe Pv BL 2.1570 34.04 2.99 120 0.010400 4-21/2 Pt 0.044 2470 2422 9-4 9-4 20.036 20.079 4-21/2 Pe Pv BL 2.1570 68.12 5.98 120 0.037529 44-11 Pf 1.917 2422 1945 9-4 94 34.08 20.079 21.996 Flow (q) from Route 15 E(6'-2) 6-2 51-1 Pe Pv DV 2.1570 139.42 12.24 120 0.141183 0-0 Pf 1.737 1945 1952 9-4 9-4 71.30 21.996 23.734 Flow (q)from Route 16 P0(12-3%) 12-3% 12-3% Pe Pv Route 15 ..... BL 1.0490 34.08 12.65 120 0.348799 0-61/2 Pf 1.933 4137 2422 9-4 9-4 34.08 8 18.146 20.079 Sprinkler, PO(50) 5-0 5-6% Pe Pv =. ..... Route 16 ..... BL 2.1570 35.63 3.13 120 0.011313 4-21/2 Pf 0.048 4161 4139 9-4 9-4 35.63 8 19.832 19.880 Sprinkler 4'-2% Pe Pv BL 2.1570 71.30 6.26 120 0.040829 41-41/2 Pt 2.117 4139 1945 9-4 9-4 35.67 8 19.880 21.996 Sprinkler, fT(10'-51/2) 10-5% 51-10 Pe Pv Route 17 ..... BL 1.6820 40.62 5.86 120 0.048413 8-0 Pt 0.387 3835 3836 30-9 30-6% 69.36 11.2 38.349 38.839 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 110.42 15.94 120 0.307954 53-31/2 Pt 22.515 3836 20 30-61/2 28-111/2 69.80 11.2 38.839 62.033 Sprinkler, T(9'11), P0(9-11) 19-9% 73-1% Pe Pv 0.679 Route 18 - BL 1.6820 28.74 4.15 120 0.025534 8-0 Pf 0.204 3835 3834 30-9 31-0 69.36 11.2 - 38.349 38.450 Sprinkler 8-0 Pe Pv -- -0.103 BL 1.6820 98.19 14.18 120 0.247861 57-4 Pt 19.120 3834 19 31-0 24-111/2 69.45 11.2 38.450 60.183 Sprinkler, T(9'-11), P0(9-11) 19-9% 77-1% Pe Pv - 2.614 Route 19 ..... DY -3.2600 13.85 0.53 120 0.000264 0,-0 Pf 0.005 40 41 11-3 -- 11-3 12.63 68.812 68.817 Flow (q) from Route 9 ff(17-51/2) 17-5% 17-51/2 Pe Pv - CM 3.2600 101.06 3.88 120 0.010417 26-11 Pt 0.686 41 42 11-3 30-111/2 79.56 68.817 60.958 Flow (q) from Route 8 2E(9-5), P0(20-2) 38i11/2 65-10% Pe Pv -8.545 - CM 6.3570 236.18 2.39 120 0.001938 1-3% Pt 0.002 42 43 30-11% 31-0 123.27 - 60.958 60.943 Flow (q) from Route 18 1-31/2 Pe Pv -0.018 =. ..... Route 2O ..... CM 3.2600 39.32 1.51 120 0.001816 0-5 Pt 0.001 48 49 11-3 11-3 48.50 68.218 68.219 Flow (q) from Route 10 0-5 Pc Pv CM 3.2600 49.58 1.91 120 0.002789 11,-S Pt 0.107 49 50 11-3 11-3 9.36 68.219 68.325 Flow (q) from Route 16 4fE(6'-81/2) 26-101/2 38-31/2 Pc Pv CM 3.2600 61.09 2.35 120 0.004105 10-61/2 Pt 0.043 50 51 11-3 11-3 10.50 68.325 68.369 Flow (q) from Route 13 10-6% Pc Pv CM 3.2600 73.49 2.82 120 0.005778 10-0 Pt 0.058 51 52 11-3 11-3 11.31 68.369 68.426 Flow (q) from Route 12 10-0 Pc Pv CM 3.2600 87.21 3.35 120 0.007931 14-3 Pt 0.390 52 41 11-3 11-3 12.51 68.426 68.817 Flow (q) from Route 11 2fT(17-51/2) 34-111/2 49-21/2 Pc Pv =...... Route 21 ..... BL 1.6820 13.85 2.00 120 0.006614 50-21/2 Pt 0.594 48 40 11-3 11-3 48.50 68.218 68.812 P0(9-11), , Flow (q)from Route 10 4EE(2-51/2), 4E(4'-111/2) 39-7 89-10 Pc Pv -0.000 ,©M.E.P.CAD, Inc. 1AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:13:59PM Page 14 I IHydraulic Analysis Job Number: 20-3562-02 Renort Descriotion: FM Storaae Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 22 ..... CM 3.2600 87.34 3.36 120 0.007953 10-0 Pt 0.080 53 54 11-3 11-3 92.19 67.463 67.542 Flow (q) from Route 20 10-0 Pe Pv CM 3.2600 74.94 2.88 120 0.005990 10-61/2 Pf 0.063 54 55 11-3 11-3 68.36 67.542 67.606 Flow (q) from Route 10 106h/2 Pe Pv CM 3.2600 63.42 2.44 120 0.004400 1141/z Pf 0.050 55 56 11-3 11-3 57.86 67.606 67.656 Flow (q) from Route 10 11'41/z Pe Pv CM 3.2600 53.16 2.04 120 0.003175 9-5 Pf 0.030 56 57 11-3 11-3 48.50 67.656 67.686 Flow (q) from Route 10 9-5 Pe Pv CM 3.2600 43.50 1.67 120 0.002191 9-10 Pf 0.022 57 58 11-3 11-3 39.69 67.686 67.707 Flow (q) from Route 10 9-10 Pe Pv CM 3.2600 34.30 1.32 120 0.001411 9-1 Pf 0.033 58 59 11-3 11-3 31.29 67.707 67.740 Flow (q) from Route 10 4fEE(3-6) 13-11% 23-1 Pe Pv CM 3.2600 24.91 0.96 120 0.000781 9-8 Pt 0.008 59 60 11-3 11-3 22.73 67.740 67.747 Flow (q) from Route 10 9-8 Pe Pv CM 3.2600 16.09 0.62 120 0.000348 10-0 Pf 0.003 60 61 11-3 11-3 14.68 67.747 67.751 Flow (q) from Route 10 10-0 Pe Pv CM 3.2600 8.07 0.31 120 0.000097 7-71/2 Pf 0.003 61 62 11-3 11-3 7.36 67.751 67.753 Flow (q) from Route 10 P0(20-2) 20-2 27-91/2 Pe Pv RN 1.6100 8.07 1.27 ...120 0.003013 0-71/2 Pf 0.026 62 63 11-3 11-10% 7.36 67.753 67.508 Flow (q) from Route 10 T(8'-O) 8-0 8-7% Pe Pv -0.271 BL 1.6820 8.07 1.17 120 0.002435 85-2 Pf 0.316 63 .. 64 11-10% . . 11'-10/ 7.36 67.508 67.824 Flow (q) from Route 10 9E(4'-111/2) 44-6% 129-9 Pe Pv -0.000 RN 1.6100 8.07 1.27 120 0.003013 0-7% Pf 0.026 64 65 11-10% . 11-3 7.36 - 67.824 68.121 Flow (q) from Route 10 P0(8-a) 8-0 8-7% Pe Pv 0.271 CM 3.2600 8.07 0.31 - 120 0.000097 7-71/2 Pf 0.001 65 66 11-3 11-3 7.36 68.121 68.122 Flow (q) from Route 10 7-71/2 Pe Pv - - CM . 3.2600 16.09 0.62 - 120 0.000348 10,-0 Pf 0.003 66 67 11-3 11-3 7.32 68.122 68.125 Flow (q) from Route 17 10,-0 Pe Pv CM 3.2600 24.91 0.96 120 0.000781 16-9 Pf 0.028 67 68 11-3 11-3 8.05 68.125 68.153 Flow (q) from Route 21 2E(9'-5) 18-10 35'-7 Pe Pv CM 3.2600 34.30 1.32 120 0.001411 10-4 Pf 0.015 68 69 11-3 11-3 9.38 68.153 68.168 Flow (q) from Route 34 10-4 Pe Pv CM 3.2600 43.50 1.67 120 0.002191 9-10 Pt 0.022 69 70 11-3 11-3 8.40 68.168 68.189 Flow (q) from Route 15 9-10 Pe Pv CM 3.2600 53.16 2.04 120 0.003175 9-0 Pf 0.029 70 48 11-3 11-3 8.81 68.189 68.218 Flow (q)from Route 14 9,-0 Pe Pv =. ..... Route 23 ..... RN 1.6100 13.72 2.16 120 0.008043 0-71/2 Pf 0.069 71 52 11-101/2 11-3 13.72 68.086 68.426 Flow (q) from Route 35 P0(8-a) 8-0 8-7% Pe Pv 0.271 Route 24 ..... RN 1.6100 12.40 1.95 120 0.006674 0-71/2 Pt 0.111 54 72 11-3 11-10% 67.542 67.382 P0(8-a) T(8-0) 16-0 16-71/2 Pe Pv -0.271 BL 1.6820 12.40 1.79 120 0.005393 92-3 Pt 0.658 72 73 11-10% 11-10% 11.31 67.382 68.040 Flow (q) from Route 12 4E(4'-111/2), T(9'-11) 29-8% 121-11% Pe Pv -0.000 ©M EPCAD Inc ]AutoSPRlNK2018v14450 3/31/2021 3:13:59PM Page 15 ~jjjjl-lydraulic Analysis Job Number: 20-3562-02 Report Description: FM Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 12.40 1.95 120 0.006674 0-7% Pt 0.058 73 51 11-10% 11-3 11.31 68.040 68.369 Flow (q) from Route 12 P0(8-0) 8-0 8-7% Pe Pv 0.271 = ..... Route 25 ..... RN 1.6100 11.51 1.81 120 0.005814 0-7% Pt 0.050 74 50 11-10% 11-3 10.50 68.004 68.325 Flow (q) from Route 29 P0(8-0) 8-0 8-7% Pe Pv 0.271 =. ..... Route 26 ..... RN 1.6100 9.66 1.52 120 0.004205 0-7% Pt 0.036 75 70 11-10% 11-3 8.81 67.882 68.189 Flow (q) from Route 30 P0(8-0) 8-0 8-7% Pe Pv 0.271 Route 27 ..... RN 1.6100 9.21 1.45 120 0.003845 0-7% Pf 0.033 76 69 11-10% 11-3 8.40 67.864 68.168 Flow (q) from Route 25 P0(8-0) 8-0 8-7% Pe Pv 0.271 =. ..... Route 28 ..... RN 1.6100 10.26 1.62 120 0.004699 0-7% Pt 0.041 77 49 11-10% 11-3 10.26 67.907 68.219 Flow (q) from Route 40 P0(8-0) 8-0 8-7% Pe Pv 0.271 .Route 29 ..... RN 1.6100 8.02 1.26 120 0.002980 0-7% Pt 0.026 78 66 11-10% 11-3 7.32 67.825 68.122 Flow (q) from Route 24 P0(8-0) 8-0 8-7% Pe Pv 0.271 Route 30 ..... CM 4.2600 46.39 1.04 120 0.000670 44-1% Pf 0.030 1066 79 25'-9 26-8 59.99 60.398 60.044 Flow (q) from Route 45 441h/2 Pe Pv -0.384 CM 4.2600 23.76 0.53 120 0.000194 1021/2 Pr 0.007 79 80 26-8 26-11% 21.68 60.044 59.910 Flow (q)from Route 18 P0(26-4) 26-4 36-6% Pe Pv -0.142 RN 1.6820 23.76 3.43 120 0.017956 126-8 Pt 2.719 80 81 26-11% 30-11% 21.68 59.910 60.896 Flow (q) from Route 18 E(4-11%), 1(9-11), P0(9-11) 24-9 151-5 Pe Pv -1.733 CM 4.2600 23.76 0.53 120 0.000194 10-2% Pt 0.002 81 82 30-11% 30-8 21.68 60.896 61.038 Flow (q) from Route 18 10-2% Pe Pv 0.140 CM 4.2600 46.39 1.04 120 0.000670 40-11% Pf 0.027 82 83 30-8 30-0 20.64 61.038 61.353 Flow (q) from Route 46 40-11% Pe Pv - 0288 CM 4.2600 65.76 1.48 120 0.001278 9-10% Pt 0.013 83 84 30-0 30-0 17.67 61.353 61.365 Flow (q) from Route 19 9-10% Pe - Pv CM 6.3570 65.76 0.66 120 0.000182 0-6% Pt 0.000 84 85 30-0 30-0 59.99 61.365 61.358 Flow (q)from Route 18 0-6% Pe Pv -0.007 CM 6.3570 88.74 0.90 120 0.000317 10-5 Pt 0.003 85 86 30-0 30-4 20.97 61.358 61.217 Flow (q) from Route 44 10-5 Pe Pv -0.144 CM 6.3570 111.84 1.13 120 0.000486 10-5 Pt 0.005 86 87 30-4 30-8 21.07 61.217 61.078 Flow (q) from Route 43 10-5 Pe Pv -0.144 CM 6.3570 135.12 1.37 120 0.000690 9-1% Pt 0.006 87 42 30-8 30-11% 21.24 61.078 60.958 Flow (q) from Route 47 9-1'/2 Pe Pv -0.126 Route 31 ..... BL 1.6100 19.37 3.05 120 0.015231 4-11% Pt 0.319 1066 1063 25-9 30-8% 59.99 60.398 58.566 P0(8-0), Flow (q)from Route T(8-0) 16-0 20-11% Pe Pv -2.151 RN 1.6820 19.37 2.80 120 0.012308 131-0 Pt 2.465 1063 83 30-8% 30-0 17.67 58.566 61.353 Flow (q) from Route 19 4E(4-111/2), 3T(9--1 1), C(9-11), P0(9-11) 69-3% 200-3% Pe Pv 0.321 Route 32 ..... CM 3.2600 101.06 3.88 120 0.010417 40-9% Pt 0.915 92 53 27-1% 11-3 59.666 67.463 P0(20-2) 4fE(6'-8%) 47-0% 87-10 Pe Pv 6.882 = .....Route33 ..... I , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:13:59PM Page 16 I IHydraulic Analysis Job Number: 20-3562-02 epon uescrlptlon: M zmorage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 8.82 1.39 120 0.003555 071/2 Pf 0.031 94 67 11-101/2 11-3 8.05 67.824 68.125 Flow (q) from Route 26 PO(80) 8-0 8-7% Pc Pv 0.271 Route 34 ..... RN 1.6100 9.38 1.48 120 0.003984 0-7% Pt 0.034 95 68 lll01/z 11-3 8.56 67.848 68.153 Flow (q) from Route 27 P0(8-0) 8-0 8-7% Pe Pv 0.271 Route 35 ..... RN 1.6100 13.72 2.16 120 0.008043 0-71/2 Pf 0.134 53 96 11-3 11-10% 92.19 67.463 67.326 P0(8-U), Flow (q) from Route 20 T(8'-O) 16-0 16-7V2 Pc Pv -0.271 BL 1.6820 13.72 1.98 120 0.006499 92-3 Pf 0.761 96 71 11-10% 11-10% 12.51 67.326 68.086 Flow (q) from Route 23 5E(4-11%) 24-9 117-0 Pc Pv -0.000 Route 36 ..... BL 1.6820 8.02 1.16 120 0.002408 8831/z Pf 0.296 97 78 11-10% 11101/2 8.02 67.529 67.825 Flow (q) from Route 48 5E(4-111/2), 4EE(2-51/2) 34-8 122-11 Pc Pv -0.000 Route 37 ..... BL 1.6820 9.21 1.33 120 0.003107 92-3 Pf 0.364 98 76 11-10% 11101/2 8.40 67.500 67.864 Flow (q) from Route 35 5E(4-11%) 24-9 117-0 Pc Pv -0.000 Route 38 ..... BL 1.6820 8.82 1.27 120 0.002873 85-7 Pt 0.289 99 94 11-10% 11-10% 8.05 67.535 67.824 Flow (q) from Route 34 4EE(2-51/2), E(4'-l11/2) 14-10 100-5 Pc Pv Route 39 ..... RN 1.6100 9.38 1.48 120 0.003984 0-7% Pf 0.066 59 100 11-3 11-10% 67.740 67.535 P0(8-0) T(8'-O) 16-0 16-7% Pc Pv -0.271 BL 1.6820 9.38 1.35 120 0.003219 92-3 Pt 0.313 100 95 11-10% 11-101/2 8.56 67.535 67.848 Flow (q) from Route 27 E(4-11%) 4-11% 97-21/2 Pc Pv Route 40 ..... BL 1.6820 10.26 1.48 .120 0.003797 92-3 Pt 0.444 101 77 11-10% 11-10% 9.36 - 67.463 67.907 Flow (q) from Route 31 5E(4-111/2) 24-9 117-0 Pc Pv - -0.000 Route 41 ..... BL 1.6820 11.51 1.66 120 0.004699 92-3 Pt 0.573 102 74 11-10% 11-10% 10.50 67.431 68.004 Flow (q) from Route 32 4E(4'-l11/2), T(9-11) 29-8% 121-11% Pc Pv -0.000 Route 42 ..... BL 1.6820 9.66 1.40 120 0.003398 92-3 Pt 0.398 103 75 11-10% 11-10% 8.81 67.485 67.882 Flow (q) from Route 33 5E(4-111/2) 24-9 117'O Pc Pv -0.000 Route 43 ..... RN 1.6100 10.26 1.62 120 0.004699 0-7% Pf 0.078 56 101 11-3 11-10% 67.656 67.463 P0(8-0) T(8-0) 16-0 16-71/2 Pc Pv -0.271 Route 44 ..... RN 1.6100 11.51 1.81 120 0.005814 0-7% Pt 0.097 55 102 11-3 11-10% 67.606 67.431 P0(8-0) T(8-0) 16-0 1671/2 Pc Pv -0.271 Route 45 ..... RN 1.6100 9.66 1.52 120 0.004205 0-71/2 Pt 0.070 57 103 11-3 11-10% 67.686 67.485 P0(8-0) T(8-0) 16-0 16-7% Pc Pv -0.271 Route 46 ..... RN 1.6100 8.82 1.39 120 0.003555 0-71/2 Pt 0.059 60 99 11-3 11-10% 67.747 67.535 P0(8-0) 1(8-0) 16-0 16-7% Pc Pv -0.271 Routc47 ..... RN 1.6100 9.21 1.45 120 0.003845 0-7% Pt 0.064 58 98 11-3 11-10% 67.707 67.500 P0(8-0) T(Rfl\ 16-0 16-7% Pc Pv -0.271 (.,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 3/31/2021 3:13:59PM Page 17 Hydraulic Analysis Job Number: 20-3562-02 Report Description: FM Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 8.02 1.26 120 0.002980 0-71/2 Pf 0.050 61 97 11-3 11-10% 67.751 67.529 P0(8-0) T(8-0) 16-0 16-7% Pc Pv -0.271 .Route49 ..... RN 1.6820 17.45 2.52 120 0.010141 - 38-3 Pt 0.689 104 37 25-1% 30-2% 44.38 60.220 58.712 P0(9-i1), Flow (q) from Route 42 2E(4'-111/2), T(9-11) 29-8% 67-11 Pc Pv -2.197 BL 1.6820 34.81 5.03 120 0.036387 89-4 Pt 3.970 37 38 30-21/2 29-1% 15.84 58.712 63.155 Flow (q) from Route 38 T(9-11), P0(9-11) 19-9% 109-11/2 Pc Pv 0.473 CM 6.3570 66.01 0.67 120 0.000183 3-11% Pf 0.008 38 23 29-1% 28-111/2 28.46 63.155 63.226 Flow (q) from Route 40 T(37-8%) 37-8% 41-8 Pc Pv 0.064 60 .Route5O ..... CM 4.2600 66.01 1.49 120 0.001287 8-9 Pt 0.011 16 35 24-8 25-0% 28.11 60.412 60.265 Flow (q) from Route 13 8-9 Pc Pv -0.158 RN 1.6820 17.36 2.51 120 0.010046 39-1 Pt 0.691 35 37 25-0% 30-21/2 60.265 58.712 P0(9-11) 2E(4-11%), T(9'-11) 29-8% 68-9 Pc Pv -2.244 Gb .Route51 ..... CM 4.2600 143.26 3.22 120 0.005398 6-0 Pt 0.032 88 89 25-8 26-0 22.55 59.887 59.762 Flow (q) from Route 13 6-0 Pc Pv -0.158 .Route52 ..... CM 6.3570 31.20 0.32 120 0.000046 10-5 Pt 0.000 105 38 29-6 29-1% 28.46 62.976 63.155 Flow (q) from Route 41 10-5 Pc Pv 0.178 QD .Routc53 ..... CM 4.2600 31.20 0.70 120 0.000322 9-5% Pt 0.012 104 106 25-1% 25-61/2 44.38 60.220 60.061 Flow (q) from Route 42 P0(26-4) 26-4 -% Pc Pv -0.171 RN 1.6820 31.20 4.51 120 0.029723 126-8 Pt 4.647 106 105 2561/2 - -_ 29-6 28.46 60.061 62.976 Flow (q) from Route 41 2T(9-11), P0(9-11) 29-81/2 15641/2 Pv P-1.731 .Route54 ..... CM 4.2600 48.65 1.10 120 0.000732 2-7% Pt 0.002 35 104 25-0% - 25-1% 17.36 60.265 60.220 Flow (q) from Route 50 2-71/2 Pc Pv -0.047 . Route 55 ..... CM 4.2600 135.12 3.04 120 0.004845 10-5 Pt 0.050 93 107 27-0 26-8 23.54 59.742 59.937 Flow (q) from Route 11 10-5 Pe Pv - - 0.145 CM 4.2600 111.84 2.52 120 0.003415 10-5 Pt 0.036 107 108 26-8 26-4 102.03 59.937 60.117 Flow (q) from Route 43 10-5 Pc Pv 0.145 - RN 1.6820 23.10 3.34 120 0.01 7041 126-8 Pt 2.834 108 86 26-4 30-4 60.117 61.217 P0(9-11) 2T(9'-11), P0(9-11) 39-7 166-31/2 Pc Pv -1.733 .Route56 ..... CM 4.2600 88.74 2.00 120 0.002226 10-5 Pt 0.023 108 109 26-4 26-0 23.10 60.117 60.284 Flow (q)from Route 55 10-5 Pc Pv 0.145 RN 1.6820 22.98 3.32 120 0.016884 126-8 Pt 2.807 109 85 26-0 30-0 60.284 61.358 P0(9-11) 2T(9-11), P0(9-li) 39-7 166-3 Pc Pv -1.733 =...... Route 57 ..... CM 4.2600 65.76 1.48 120 0.001278 7-61/2 Pt 0.010 109 1066 26-0 25-9 22.98 60.284 60.398 Flow (q) from Route 56 7-61/2 Pc Pv 0.105 =...... Route 58 ..... RN 1.6820 22.63 3.27 120 0.016406 126-8 Pt 2.728 79 82 26-8 30-8 60.044 61.038 P0(9-11) 21(9-11), P0(9-lI) 39-7 166-3 Pc Pv -1.734 =...... Route 59 ..... IM,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:13:59PM Page 18 I I I I I I I I I I I I I I I I I I I §111-lydraulic Analysis Job Number: 20-3562-02 Report Description: FM Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6820 23.28 3.36 120 0.017286 126-8 Pt 2.874 107 26-8 87 30-8 59.937 61.078 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3% Pe Pv -1.733 = ..... Route 6O ..... RN 1.6820 24.18 3.49 120 0.018542 1 126-8 Pt 3.083 91 26-10% 44 30-10 59.675 61.031 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.727 .Route61 ..... RN 1.6820 25.13 3.63 120 0.019911 126-8 Pt 3.310 90 26-3 45 30-2% 59.751 61.333 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.728 40 .Route62 ..... RN 1.6820 26.62 3.84 120 0.022151 126-10 Pt 3.686 18 2441/2 21 28-71/2 60.479 62.321 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-5 Pe Pv -1.844 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter k 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 A,@ M.E.P.CAD, Inc. AutoSPRINK2018vi4.4.5.0 3/31/2021 3:13:59PM Page 19 I fl 'Ii I I I I I I I I Li I I I I LI Job Number: 20-3562-02 Report Description: FM Storage Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow I Flow Device Id Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I IHydrau1ic Analysis Pipe Type Diameter Flow Velocity HWC I Downstream Elevation Discharge K-Factor Pt Pn Upstream Pipe Type Legend Units Legend AO Arm-Over Diameter Inch Elevation Foot BL Branch Line CM Cross Main Flow gpm DN Drain DR Drop Discharge gpm DY Dynamic Velocity fps FM Feed Main Pressure psi FR Feed Riser Length Foot MS Miscellaneous Friction Loss psi/Foot OR Outrigger HWC Hazen-Williams Constant RN Riser Nipple SP Sprig Pt Total pressure at a point in a pipe ST Stand Pipe Pn Normal pressure at a point in a pipe UG Underground Pf Pressure loss due to friction between points I Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe I n I I - I 1 I I ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:13:59PM Page 20 Friction Loss Fittings I F] I I I I U U I I I I I I I I I Iii I ©M.E.P.CAD, Inc. 10 AutoSPRINK2O18v14.4.5.O 3/31/2021 3:14:09PM Page 21 1111Hydraulic Overview - Job Number: 20-3562-02 Report Description: Ordinary Group II Job Job Number Design Engineer 20-3562-02 Mitchell Struck Job Nemo MMS2 THERMO FISHER EXPANSION Phone FSJ( AddresS I Slate Cergfleado&Uoense Number 5791 VAN ALLEN WAY Address 2 CARLSBAD, CA 92008 AHJ Add.. S Job Site/Building System Density Adee of Appluation NA NA Most Demanding Sprinkler Data Hose Streams 11.2 K-Factor 44.80 at 16.000 250.00 Cocerege Per Sprinkler Number OtSpr/nldors Calculated NA 15 Sgstaer Presoure C.mend Dvetenr Floua Demand 78.548 745.13 Total Demand 995.13 @78.548 Pressure Renal! +39.154 (33.3%) Supplies Check Point Gauges Node Name Flow(oom) Hose FIow(aDm Static(psi) Residual(psi) Identifier Pressure(osit K-Factor(K) Flow(oorn) I Water Supply 2750.00 250.00 118.800 111.600 TOR 53.505 101.87 745.13 BOR 67.423 90.75 745.13 Rack TOR 55.554 0 0.00 MMS2 Phase 2 Sub Water Supply at Node 1 (2750.00, 250.00, 118.800, 111.600) - 150- -gStatic 135 120 ressure 118.800 . 1::r r liE 995.13wh hose streams CO) 1 60 System demand curve 45 30- 15- 0- 'Illli• l.11.11.L l.LI.l.Ll.l. •I.l.I.J.Ll.LJ .l.l_l.L.1_I_1.' '.lII_ll..IJ..l III III liii III 0)65 200 3300 4400 5500 2750 3850 4950 Water flow, gpm , © M.E.P.CAD, Inc. M AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:20PM Page 1 3/31/2021 3:14:24PM Page 2 (,©M.E.P.CAD, Inc. JAutoSPRlNK 2018 04.4.5.0 I HydrauIic Summary Job Number: 20-3562-02 Report Description: Ordinary Group II Job Job Number 20-3562-02 Dosign Engineer Mitchell Struck Job Name: MMS2 THERMO FISHER EXPANSION State CenSttabondjeansa Number Add— I 5791 VAN ALLEN WAY At-U Add.. 2 CARLSBAD, CA 92008 Job Site/Building Address 3 Dam ng Name MMS2 Phase 2 Sub System Remote Area(s) Meet Demanding Sprintder Data 11.2 K-Factor 44.80 at 16.000 Oouupancy NA Job Suffix Manually Flowing Hose yjfetaanee At Source 250.00 Density NA Area of Applicator NA Additional Hose Supplies Node Flow(aom) Number Of SprinIJene Calculated 15 Cooanage Per Sprinkle, NA Total Hose Streams 250.00 System 900 Demand 745.13 Total Water Required (including Hose Ailowenne) 995.13 Moaleum Pressure Unbalance In Leaps 0.000 Mae/mum VeteaVyAboue Ground 21.83 between nodes 88 and 3750 Maximum Velocity Under Ground 5.12 between nodes 3 and 8 Volume capacity of Wet Pipes 5743.25ga1 Volume capacity of Dry Piper Supplies Node Name Hose Flow (gpm) Static (psi) Residual s-- Flow (psi) @ (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 118.800 111.600 2750.00 117.702 995.13 78.548 _.39.154 Contractor Contractor Number Contact Name Contact 100 Name of Contractor Phone Extension Address I FAX Address 2 E-mail Address 3 Wab-SVO I I I I 1 .1 I I I I- I I 1 I I I I I I &©M.E.P.CAD, Inc. al AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:25PM Page 3 I IHydrau1ic Graph Job Number: 20-3562-02 ©M.E.P.CAD, Inc. ll AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:25PM Page 4 I IHydrau1ic Graph Job Number: 20-3562-02 I IIIIHydraulic Graph Job Number: 20-3562-02 DSS.,.S-* n.......-;,..,;....,. r-..... .-..... ii BOR 150- 135- 120 — Static Pressure 118.800- 2750.00 @ 111.600 105- 90— U) 2 a- 745.13 995.13 with t67.423 hose streams 60— System demand curve 151 0 ju IIIIIIIII I I I I I I I I I I111111111 111111111 liii I I I II 1111111 I I I I I I 11I I I I I I I I I I I I I I I I L I %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph BOR Stadc: Pressure N/A Residual: Pressure N/A Availably Pressure at Time sliest N/A System Demand 67.423 @ 745.13 System Demand tireisdirS Rosa Atm/see, at Source) 67.423 @ N/A ,©M.E.P.CAD, Inc. NJ AutoSPRlNK2018v14.4.5.0 3/31/2021 3:14:25PM Page 5 d hydraulic Graph Job Number: 20-3562-02 Report Description: Ordinary Group I! TOR 150- 135- 120 Static Pressure 118.800- -.. 750.00© 111 600 1::- CL 75--- (L 60- 745.13@53.505 995.13 with hose streams ----30- System demand curve 15- '1111UI.1hhh1 H hhIIIIhIII 111111111 111111111 111111111 11111 liii 11111111 0- %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph TO Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A System Demand 53.505 @ 745.13 S,stem500ard (lmcuUdirg Mesa Mubsanes a15eurca) 53.505 @ N/A (,,©M.E.P.CAD, Inc. M AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:25PM Page 6 I I I I I I I I I I I I I I I I 1 1111 Summary Of Oufflowing Devices Job Number: 20-3562-02 nrrf flp.i'rintinn (rdinry (rrin 11 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 3690 48.93 44.80 11.2 19.086 Sprinkler 3691 45.97 44.80 11.2 16.847 Sprinkler 3692 44.85 44.80 11.2 16.037 c' Sprinkler 3693 44.80 44.80 11.2 16.000 Sprinkler 3694 45.32 44.80 11.2 16.374 Sprinkler 3695 47.25 44.80 11.2 17.796 Sprinkler 3750 48.97 44.80 11.2 19.118 Sprinkler 3751 46.01 44.80 11.2 16.879 Sprinkler 3752 44.90 44.80 11.2 16.069 Sprinkler 3753 44.85 44.80 11.2 16.033 Sprinkler 3754 45.35 44.80 11.2 16.396 Sprinkler 3755 47.28 44.80 11.2 17.819 Sprinkler 3834 63.46 44.80 11.2 32.102 Sprinkler 3835 63.39 44.80 11.2 32.031 Sprinkler 3836 63.81 44.80 11.2 32.462 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. Wil AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:33PM Page 7 Job Number: 20-3562-02 0,.n,..4 fl,-.-in+.,n. -,.,.s II I IN INode Analysis 3/31/2021 3:14:34PM Page 8 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -1-0 S 78.548 745.13 3690 31-0 Spr(-19.086) 19.086 48.93 3691 31-3 Spr(-16.847) 16.847 45.97 3692 31-6 Spr(-16.037) 16.037 44.85 3693 31-6 Spr(-16.000) 16.000 44.80 1 3694 31-3 Spr(-16.374) 16.374 45.32 3695 31-0 Spr(-17.796) 17.796 47.25 3750 30-10 Spr(-19.118) 19.118 48.97 3751 3101/2 Spr(-16.879) 16.879 46.01 3752 31-3% Spr(-16.069) 16.069 44.90 1 3753 31-31/2 Spr(-16.033) 16.033 44.85 3754 31-1 Spr(-16.396) 16.396 45.35 3755 30-10% Spr(-17.819) 17.819 47.28 3834 31-0 Spr(-32.102) 32.102 63.46 3835 30-9 Spr(-32.031) 32.031 63.39 3836 30-61/2 Spr(-32.462) 32.462 63.81 2 -3-0 LtE(22-0%) 78.946 3 4-0 LtE(16-7) 70.588 4 4-0 69.643 5 0-6 68.125 6 12-6 P0(37-8%) 62.923 7 29-7 E(17'-7) 55.524 8 - -3-0 69.077 9 0-6 BOR 67.423 16 24-8 P0(9-11) 51.122 18 . 24-4% P0(9-11) 51.197 19 24-111/2 P0(9-11) 50.908 20 28-111/2 P0(9-11) 52.199 21 28-71/2 P0(9-11) 52.464 22 . 28-11% P0(9-11) 52.592 23 28-11% T(37-81/2) 53.205 35 25-0% P0(9-11) 50.973 37 30-21/2 T(9'-11) 49.312 38 29-11/2 P0(9-li) 53.135 40 11-3 59.118 41 11-3 tT(17'-S%) 59.122 42 30-111/. P0(20-2) . 51.156 43 31-0 P0(9-11) 51.140 44 ..: 30-10 P0(9-I1) 51.225 45 30-21/2 P0(9-I1) 51.523 46 29-10% P0(9-11) 51.690 47 29-6 P0(9-11) 51.876 48 - 11-3 P0(9-11) 58.617 49 11-3 P0(8-0) 58.617 50 11-3 P0(8-0) 58.707 51 11-3 P0(8-0) 58.744 52 11-3 P0(8-0) 58.793 53 11-3 P0(8-0) 57.980 54 11-3 P0(8-0) 58.047 55 11-3 P0(8-0) 58.100 56 11-3 P0(8-0) 58.142 57 11-3 P0(8-0) 58.168 58 11-3 P0(8-0) 58.186 59 11-3 P0(8-0) 58.213 60 11-3 P0(8-0) 58.220 61 11-3 P0(8-0) 58.222 62 11-3 P0(20-2) 58.225 63 11-101/2 T(8-0) 57.976 64 11-10% E(4'-l1%) 58.242 65 11-3 P0(8-U) 58.535 66 11-3 P0(8-U) 58.536 67 11-3 P0(8-U) 58.539 1 U I I I I I I I I I I I I 11 I I I I INode Analysis Job Number: 20-3562-02 Qcannrt flacrrintlrn flrrlin,n, flrni in II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 66 11-3 P0(8-U) 58.562 69 11-3 P0(8-0) 58.574 70 11-3 P0(8-0) 58.593 71 11-10% E(4-111/.) 58.463 1 72 1110/2 T(8-0) 57.869 73 11-101/2 1(9-11) 58.424 1 74 11-10% T(9-11) 58.394 75 11-10% E(4-111/2) 58.291 76 11-101/. E(4-111/.) 58.275 77 11-101/2 E(4-111/2) 58.312 78 11-10% E(4-11%) I 58.243 79 26-8 P0(9-11) 50.677 80 26-11% P0(264) 50.541 81 30-11% P0(9-11) 51.103 82 30-8 P0(9-11) 51.244 83 30-0 P0(9-11) 51.555 if 84 30-0 51.566 85 30-0 P0(9-11) 86 304 51.558 if P0(9-11) 51.417 87 30-8 P0(9-li) 51.277 88 25-8 P0(9-li) 50.613 89 26-0 P0(9-11) 50.482 90 26-3 P0(9-11) 50.457 91 2610% P0(9-11) 50.351 92 2711/2 P0(20-2) 50.326 93 - 270 P0(9-11) 50.398 94 11-101/2 E(4'-111/2) 58.242 95 11-10% E(4'-11Y2) 58.262 96 11-10% T(8-0) 57.821 97 11-101/. T(8-0) 57.993 98 :. 11-101/2 T(80) 57.969 99 11-101/2 1(8-0) 57.998 100 11-101/2 T(8-0) 57.998 101 11-10% T(8-0) 57.937 102 . 11-101/2 T(8-0) 57.911 103 11-101/2 T(8'-O) i 57.956 if 104 25-1% P0(9-I1) 50.928 105 29-6 P0(9-11) 52.957 106 25-6% P0(26-4) 50.767 107 26-8 P0(9-11) 50.585 108 26-4 P0(9-11) 50.759 109 26-0 P0(9-11) 50.923 1063 - 3081/z 1(8-0) i 49.154 1066 25-9 P0(8-U) i 51.036 2714 29-7 E(17'-7), TOR 53.505 , © M.E.P.CAD, Inc. ] AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:34PM Page 9 111 JHydraulic Analysis Job Number: 20-3562-02 Ronort flnccrintinn 0rr1in2ru flrniin II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... BL 1.6820 33.44 4.83 120 0.033781 8-0 Pf 0.271 3693 3694 31-6 31-3 44.80 11.2 16.000 16.374 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 78.76 11.37 120 0.164819 8-0 Pf 1.319 3694 3695 31-3 31-0 45.32 11.2 16.374 17.796 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 126.00 18.19 120 0.393180 55-3 Pt 33.399 3695 46 31-0 29-101/2 47.25 11.2 17.796 51.690 Sprinkler, 2E(4'-l11/2), T(9-11), P0(9-11) 2981/2 84111/z Pe Pv 0.494 CM 6.3570 407.91 4.12 120 0.005325 5-10% Pf 0.031 46 47 29-101/2 29-6 281.90 51.690 51.876 Flow (q) from Route 2 5-10% Pe Pv 0.155 CM 6.3570 534.09 5.40 120 0.008768 9-21/2 Pf 0.081 47 20 29-6 28-111/2 126.18 51.876 52.199 Flow (q)from Route 3 9-21/2 Pe Pv 0.242 CM 6.3570 634.99 6.42 120 0.012076 10-51/2 Pf 0.126 20 21 28-111/2 28-7% 100.90 52.199 52.464 Flow (q) from Route 5 10-51/2 Pe Pv 0.139 CM 6.3570 659.27 6.66 120 0.012944 20-10 Pf 0.269 21 22 28-7% 28-111/2 24.28 52.464 52.592 Flow (q) from Route 50 20-10 Pe Pv -0.141 CM 6.3570 684.92 6.92 120 0.013891 6-5% Pt 0.613 22 23 28-111/2 28-11% 25.65 52.592 53.205 Flow (q) from Route 4 T(37-81/2) 37-81/2 44-2 Pc Pv FM 6.3570 745.13 7.53 120 0.016235 17-0% Pf 0.562 23 2714 28-111/2 29-7 60.22 53.205 53.505 Flow (q) from Route 37 E(17'-7), TOR 17-7 34-71/2 Pe Pv -0.263 FR 6.3570 745.13 7.53 120 0.016235 28-31/2 Pt 1.317 2714 9 29-7 0-6 53.505 67.423 CV(40-3), BV(12'-7), BOR 52-91/2 81-1% Pe Pv 12.602 UG 8.3900 745.13 4.32 140 0.003160 12-51/2 Pf 0.136 9 8 0-6 -. -. 4-0 67.423 69.077 E(30-61/2) 30-61/2 43-0 Pe Pv 1.517 UG 7.7100 745.13 5.12 150 0.004198 282-1 Pt 1.511 8 3 -3-0 -3-0 - 69.077 70.588 PIV(5'-11/2), EE(11-6), T(44'-8), LtE(16'-7) 77-10 359-11 Pe Pv -0.000 UG 8.3900 745.13 4.32 140 0.003160 10-0 Pt 8.359 3 2 -. -3-0 . 4-0 - 70.588 78.946 T(59-41/2), BFP(-8.000), 2LtE(22 -01/2) 103-6 113-6 Pe Pv 0.000 UG 7.7100 745.13 5.12 150 0.004198 106-71/2 Pf 0.469 2 I -3-0 -1-0 78.946 78.548 . GV(5-11/2), 5 5-1% 1119 Pe Pv -0.867 250.00 Hose Allowance At Source 1 995.13 =. ..... Route 2 ..... BL 1.6820 11.36 1.64 120 0.004588 8-0 Pt 0.037 3693 3692 31-6 31-6 44.80 11.2 16.000 16.037 Sprinkler 8-0 Pe Pv 0.000 BL 1.6820 56.22 8.12 120 0.088331 8-0 Pf 0.707 3692 3691 31-6 31-3 44.85 11.2 16.037 16.847 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 102.19 14.75 120 0.266844 8-0 Pt 2.136 3691 3690 31-3 31-0 45.97 11.2 16.847 19.086 Sprinkler 8-0 Pe Pv 0.103 BL 1.6820 151.12 21.82 120 0.550311 33-3% Pt 29.228 3690 89 31-0 26-0 48.93 11.2 19.086 50.482 Sprinkler, T(9-11), P0(9-11) 19-9% 53-1% Pc Pv 2.168 CM 4.2600 281.90 6.35 120 0.018885 3-10 Pt 0.073 89 90 26-0 26-3 130.79 50.482 50.457 Flow (q) from Route 39 3-10 Pe Pv -0.098 CM 4.2600 258.98 5.83 120 0.016143 10-5 Pt 0.168 90 91 26-3 26-101/2 50.457 50.351 10-5 Pe Pv -0.275 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:14:36PM Page 10 11111-lydraulic Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 236.93 5.33 120 0.013692 6-3 Pf 0.086 91 92 26101/2 27-1% 50.351 50.326 6-3 Pe Pv -0.111 CM 4.2600 144.74 3.26 120 0.005502 3-81/2 Pt 0.020 92 93 27-1% 27-0 50.326 50.398 3-8% Pc Pv 0.051 RN 1.6820 21.47 3.10 120 0.014887 126-8 Pf 2.475 93 43 27-0 31-0 50.398 51.140 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Pc Pv -1.732 CM 6.3570 236.93 2.39 120 0.001949 10-4 Pt 0.020 43 44 31-0 30-10 215.46 51.140 51.225 Flow (q)from Route 7 10-4 Pc Pv 0.064 CM 6.3570 258.98 2.62 120 0.002298 10-5 Pt 0.024 44 45 30-10 30-21/2 22.06 51.225 51.523 Flow (q) from Route 48 10-5 Pc Pv 0.274 CM 6.3570 281.90 2.85 120 0.002688 5-9 Pt 0.015 45 46 30-2% 29-101/2 22.92 51.523 51.690 Flow (q) from Route 49 5-9 Pc Pv 0.152 Route ..... BL 1.6820 33.55 4.84 120 0.033997 8-0 Pt 0.272 3753 3754 31-31/2 31-1 44.85 11.2 16.033 16.396 Sprinkler 8-0 Pc Pv 0.091 BL 1.6820 78.90 11.39 120 0.165384 8-0 Pt 1.324 3754 3755 31-1 30-10% 45.35 11.2 16.396 17.819 Sprinkler 8-0 Pc Pv 0.100 BL 1.6820 126.18 18.22 120 0.394200 55-21/2 Pt 33.475 3755 47 30-101/2 29-6 47.28 11.2 17.819 51.876 Sprinkler, 2E(4'-111/2), T(9-11), P0(9-i1) 29-8% Pc pV 0.581 =. ..... Route 4 ..... BL 1.6820 11.29 1.63 120 0.004536 8-0 Pf 0.036 3753 3752 31-3% 31-3% 44.85 11.2 16.033 16.069 Sprinkler 8-0 Pc Pv BL 1.6820 56.19 8.11 120 0.088260 8-0 Pf 0.706 3752 3751 31-3% 31-01/2 44.90 11.2 16.069 16.879 Sprinkler 8-0 Pc Pv 0.103 BL - 1.6820 102.20 14.76 120 0.266931 8-0 Pt 2.136 3751 3750 31-01/2 30-10 46.01 11.2 - 16.879 19.118 Sprinkler 8-0 Pc Pv 0.103 BL 1.6820 151.18 21.83 120 0.550709 33-4 Pt 29.252 3750 88 30-10 25-8 48.97 11.2 19.118 50.613 Sprinkler, T(9'-11), P0(9-11) 1991/z 5311/2 Pc Pv 2.243 CM 4.2600 20.39 0.46 120 0.000146 10-111/2 Pt 0.002 88 19 25-8 24-111/2 50.613 50.908 10-111/2 Pe Pv 0.294 CM 4.2600 110.14 2.48 120 0.003319 10-7 Pt 0.035 19 18 24-111/2 24-4% 89.76 50.908 51.197 Flow (q) from Route 6 10-7 Pc Pv 0.254 CM 4.2600 85.86 1.93 120 0.002094 21-2 Pt 0.044 18 16 24-4% 24'-8 51.197 51.122 21'-2Pv Pc -0.120 RN 1.6820 25.65 3.70 120 0.020682 126-71/2 Pt 3.336 16 22 24-8 28-111/2 51.122 52.592 P0(9-11) T(9-11), E(4'-111/2), P0(9-11) 34-8 161-3% Pc Pv -1.865 -Route5 ..... BL 1.6820 37.09 5.36 120 0.040925 8-0 Pt 0.328 3835 3836 30-9 30-61/2 63.39 11.2 32.031 32.462 Sprinkler 8-0 Pc Pv 0.103 BL 1.6820 100.90 14.57 120 0.260670 53-31/2 Pf 19.058 3836 20 30-61/2 28-111/2 63.81 11.2 32.462 52.199 Sprinkler, 1(9-11), P0(9-11) 1991/2 73-1% Pc Pv 0.679 =...... Route 6 ..... BL 1.6820 26.30 3.80 120 0.021665 8-0 Pt 0.173 3835 3834 30-9 31-0 63.39 11.2 32.031 32.102 Sprinkler 8-0 Pc Pv -0.103 BL 1.6820 89.76 12.96 120 0.209917 57-4 Pf 16.193 3834 19 31-0 24-111/2 63.46 11.2 32.102 50.908 Sprinkler, 1(9-11), P0(9-11) 19-9% 77-1% Pc Pv 2.614 =...... Route 7 ..... IM,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 3/31/2021 3:14:36PM Page 11 I IHydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss h :Eq.ngth Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream DY 3.2600 12.63 0.49 120 0.000222 0-0 17-5% 17-5% Pf Pe Pv 0.004 40 11-3 12.63 59.118 Flow (q) from Route 9 41 11-3 59.122 fT(17-51/2) CM 3.2600 92.19 3.54 120 0.008789 26-11 38-111/2 65-10% Pt Pe Pv 0.579 -8.545 41 11-3 79.56 59.122 Flow (q) from Route 8 42 30-11% 51.156 2E(9-5), P0(20-2) CM 6.3570 215.46 2.18 120 0.001635 1-3'/2 1-3% Pf Pe Pv 0.002 -0.018 42 30-111/2 123.27 51.156 Flow (q) from Route 18 43 31-0 51.140 =. ..... Route 8 ..... CM 3.2600 35.87 1.38 120 0.001533 0-5 0-5 Pt Pe Pv 0.001 48 11-3 48.50 58.617 Flow (q) from Route 10 49 11-3 58.617 CM 3.2600 45.23 1.74 120 0.002354 11-5 26-101/2 38-31/2 Pt Pe Pv 0.090 49 11-3 9.36 58.617 Flow (q) from Route 16 50 11-3 58.707 4E(6'81/2) CM 3.2600 55.73 2.14 120 0.003463 10-6% 10-61/2 Pf Pe Pv 0.037 50 11-3 10.50 58.707 Flow (q) from Route 13 51 11-3 58.744 CM 3.2600 67.04 2.58 120 0.004876 10-0 10-0 Pt Pe Pv 0.049 51 11-3 11.31 58.744 Flow (q) from Route 12 52 11-3 58.793 CM 3.2600 79.56 3.06 120 0.006692 14-3 34-11% 49-21/2 Pf Pe Pv 0.329 52 11-3 12.51 58.793 Flow (q) from Route 11 41 11-3 59.122 217 (17'-51/2) =. ..... Route 9 ..... BL 1.6820 12.63 1.82 120 0.005581 50-21/2 39-7 89-10 Pf Pe Pv 0.501 -0.000 48 11-3 48.50 58:617 P0(9-11), Flow (q) from Route 40 11-3 59.118 10 4EE(2-5%), 4E(4-11 %) Route 10 ..... CM 3.2600 79.68 3.06 120 0.006710 10-0 10-0 Pt Pe Pv 0.067 53 11-3 92.19 57.980 Flow (q) from Route 20 54 11-3 58.047 CM 3.2600 68.36 2.63 120 0.005055 10-61/2 10-61/2 Pf Pe Pv 0.053 54 11-3 58.047 55 11-3 58.100 .ouu 57.86 2.22 iZU LJ.UU)1 I.) 11-4Y2 11-4% Pf Pe Pv -0. 42 55 11-3 58.100 56 11-3 58.142 CM 3.2600 48.50 1.86 -.120 0.002679 9-5 9-5 Pt Pe Pv 0.025 56 11-3 58.142 57 11-3 58.168 CM 3.2600 39.69 1.53 120 0.001848 9-10 9-10 Pt Pe Pv 0.018 57 11-3 58.168 58 11-3 58.186 CM 3.2600 31.29 1.20 120 0.001191 9-1 13-11% 23-1 Pf Pe Pv 0.027 58 11-3 58.186 59 11-3 58.213 4fEE(3-6) CM 3.2600 22.73 0.87 120 0.000659 9-8 9-8 Pf Pe Pv 0.006 59 11-3 58.213 60 11-3 58.220 CM 3.2600 14.68 0.56 120 0.000294 10-0 10-0 Pt Pe Pv 0.003 60 11-3 58.220 61 11-3 58.222 CM 3.2600 7.36 0.28 120 0.000082 7-7% 20-2 27-9% Pf Pe Pv 0.002 61 11-3 58.222 62 11-3 58.225 P0(20-2) RN 1.6100 7.36 1.16 120 0.002542 0-71/2 8-0 8-71/2 Pf Pe Pv 0.022 -0.271 62 11-3 58.225 63 11-10% 57.976 T(8-0) BL 1.6820 7.36 1.06 120 0.002055 85-2 44-6% 129-9 Pt Pe Pv 0.267 -0.000 63 11-10% 57.976 64 11-10% 58.242 9E(4-111/2) RN 1.6100 7.36 1.16 120 0.002542 0-7% 8-0 8-7% Pt Pe Pv 0.022 0.271 64 11-101/2 58.242 65 11-3 58.535 Po(80) ©M.E.P.CAD, Inc. Pill AutoSPRlNK 2018 v14.4.5.0 3/31/2021 3:14:36PM Page 12 I ~11111-lydraulic Analysis Job Number: 20-3562-02 r'.m.JUIL ub(lIpuull. '.Jrullldry Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 3.2600 7.36 0.28 120 0.000082 771/2 7-7% Pt Pe Pv 0.001 65 11-3 58.535 66 11-3 58.536 CM 3.2600 14.68 0.56 120 0.000294 10-0 10-0 Pt Pe Pv 0.003 66 11-3 7.32 58.536 Flow (q) from Route 17 67 11-3 58.539 CM 3.2600 22.73 0.87 120 0.000659 16-9 18-10 35-7 Pt Pc Pv 0.023 67 11-3 8.05 58.539 Flow (q) from Route 21 68 11-3 58.562 2E(9-5) CM 3.2600 31.29 1.20 120 0.001191 10-4 10-4 Pt Pe Pv 0.012 68 11-3 8.56 58.562 Flow (q) from Route 22 69 11-3 58.574 CM 3.2600 39.69 1.53 120 0.001848 9-10 9-10 Pt Pe Pv 0.018 69 11-3 8.40 58.574 Flow (q) from Route 15 70 11-3 58.593 CM 3.2600 48.50 1.86 120 0.002679 9-0 9-0 Pt Pc Pv 0.024 70 11-3 8.81 58.593 Flow (q) from Route 14 48 11-3 58.617 -Route 11 ..... RN 1.6100 12.51 1.97 120 0.006786 0-7'/2 8-0 8-71/2 Pf Pc Pv 0.059 0.271 71 11-10'i4 12.51 58.463 Flow (q) from Route 23 52 11-3 58.793 P0(8-0) Route 12 ..... RN 1.6100 11.31 1.78 120 0.005631 071/z 16-0 1671/z Pt Pc PV 0.094 -0.271 54 11-3 58.047 P0(8-0) 72 11101/z 57.869 T(8'-O) BL 1.6820 11.31 1.63 120 0.004551 92-3 2981,4 121-11% Pt Pc Pv 0.555 -0.000 72 11101/2 57.869 73 11-10% 58.424 4E(4'-111/2), T(9-11) RN 1.6100 11.31 1.78 120 0.005631 0-71/2 8-0 8-7% Pt Pc Pv 0.049 0.271 73 11-10% 58.424 51 11-3 58.744 P0(8-0) Route 13 ..... RN 1.6100 10.50 1.65 120 0.004906 0.71/2 8-0 8-71/2 Pt Pc Pv 0.042 0.271 74 11-10% . 10.50 58.394 Flow (q) from Route 29 50 11-3 58.707 P0(8-0) Route 14 ..... RN 1.6100 8.81 1.39 120 0.003548 0-71/2 8-0 8-7% Pt Pc Pv 0.031 0.271 - 75 11-10% 8.81 -58.291 Flow (q) from Route 30 70 11-3 58.593 P0(8-0) - Route 15 ..... RN 1.6100 8.40 1.32 120 0.003244 0-7% 8-0 8-7% Pt Pc Pv 0.028 0.271 76 11-10% 8.40 58.275 Flow (q) from Route 25 69 11-3 58.574 P0(8-0) Route 16 ..... RN 1.6100 9.36 1.47 120 0.003965 0-7% 8-0 8-7% Pt Pc Pv 0.034 0.271 77 11-10% 9.36 58.312 Flow (q) from Route 28 49 11-3 58.617 P0(8-0) Route 17 ..... RN 1.6100 7.32 1.15 120 0.002515 0-7% 8-0 8-7% Pt Pc Pv 0.022 0.271 78 11101/2 7.32 58.243 Flow (q) from Route 24 66 11-3 58.536 P0(8-0) Route 18 ..... CM 4.2600 42.32 0.95 120 0.000566 44-1% 4411/2 Pt Pc Pv 0.025 -0.384 1066 25-9 59.99 51.036 Flow (q) from Route 45 79 26-8 50.677 CM 4.2600 21.68 0.49 120 0.000164 10-21/2 26-4 36-6% Pt Pc Pv 0.006 -0.142 79 26-8 50.677 80 26-111/2 50.541 P0(26-4) RN 1.6820 21.68 3.13 120 0.015150 126-8 24-9 151-5 Pt Pc Pv 2.294 -1.733 80 26-111/2 50.541 81 30-11% 51.103 E(4-11%), T(9-11), P0(9-11) CM 4.2600 21.68 0.49 120 0.000164 10-2% 10-2% Pt Pc Pv 0.002 0.140 81 30-111/2 51.103 82 30-8 51.244 CM 4.2600 42.32 0.95 120 0.000566 40-111/2 AA- IIIL In Pt Pc 0.023 0.288 82 30-8 20.64 51.244 Flow (q) from Route 46 (I C4 r9a , © M.E.P.CAD, Inc. ]AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:14:36PM Page 13 I IHydrau1ic Analysis Job Number: 20-3562-02 rceport uescrlptlon: orainary iroup II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 59.99 1.35 120 0.001079 9101/2 Pt 0.011 83 84 30-0 30-0 17.67 51.555 51.566 Flow (q) from Route 19 9101,4 Pe Pv CM 6.3570 59.99 0.61 120 0.000154 0-6% Pt 0.000 84 85 30-0 30-0 51.566 51.558 0-6% Pe Pv -0.007 CM 6.3570 80.96 0.82 120 0.000267 10-5 Pf 0.003 85 86 30-0 30-4 20.97 51.558 51.417 Flow (q) from Route 44 10-5 Pe Pv -0.144 CM 6.3570 102.03 1.03 120 0.000410 10-5 Pt 0.004 86 87 30-4 30-8 21.07 51.417 51.277 Flow (q)from Route 43 10-5 Pe Pv -0.144 CM 6.3570 123.27 1.25 120 0.000582 911/z Pt 0.005 87 42 30-8 30'-111/2 21.24 51.277 51.156 Flow (q) from Route 47 9-1% Pe Pv -0.126 Route 19 ..... BL 1.6100 17.67 2.79 120 0.012852 4-11% Pt 0.269 1066 1063 25-9 30-8% 59.99 51.036 49.154 P0(8-0), Flow (q) from Route 45 T(8-0) 16-0 20-111/2 Pc Pv -2.151 RN 1.6820 17.67 2.55 120 0.010385 131-0 Pt 2.080 1063 83 30-81/2 30-0 49.154 51.555 4E(4-111/2), 3T(9-11), C(9'-l1), P0(9-11) 69-31/2 200-31/2 Pe Pv 0.321 =. ..... Route 2O ..... CM 3.2600 92.19 3.54 120 0.008789 40-9% Pt 0.772 92 53 27-1% 11-3 50.326 57.980 P0(20-2) 4fE(6-81/2) 47-0% 87-10 Pe Pv 6.882 =...... Route 21 ..... RN 1.6100 8.05 1.27 .120 0.003000 0-7% Pt 0.026 94 67 11-10% 11-3 8.05 58.242 58.539 Flow (q) from Route 26 P0(8-0) 8-0 8-7% Pe Pv 0.271 =. ..... Route 22 ..... RN 1.6100 8.56 1.35 120 0.003362 0-7% Pt 0.029 95 68 11-10% 11-3 8.56 58.262 58.562 Flow (q) from Route 27 P0(8-0) 8-0 8-71/2 Pe Pv 0.271 Route 23 ..... RN 1.6100 12.51 1.97 120 0.006786 0-7% Pt 0.113 53 96 11-3 11-10% 92.19 57.980 57.821 P0(8-0), Flow (q) from Route 20 T(8-0) 16-0 16-71/2 Pc Pv -0.271 BL 1.6820 12.51 1.81 120 0.005484 92-3 Pt 0.642 96 71 11-10% 11-10% 57.821 58.463 5E(4-111/2) 24-9 117-0 Pc Pv -0.000 - 0 Route24 ..... BL 1.6820 7.32 1.06 120 0.002032 88-3% Pf 0.250 97 78 11-10% 11-10% 7.32 57.993 58.243 Flow (q) from Route 36 5E(4-111/2), 4EE(2-5%) 34-8 122-11 Pc Pv -0.000 Route 25 ..... BL 1.6820 8.40 1.21 120 0.002622 92-3 Pt 0.307 98 76 11-10% 11-10% 8.40 57.969 58.275 Flow (q) from Route 35 5E(4-11%) 24-9 117-0 Pc Pv -0.000 Route 26 ..... BL 1.6820 8.05 1.16 120 0.002424 85-7 Pt 0.243 99 94 11-10% 11-10% 8.05 57.998 58.242 Flow (q) from Route 34 4EE(2'-5%), E(4-11%) 14-10 100-5 Pc Pv Route 27 ..... RN 1.6100 8.56 1.35 120 0.003362 0-7% Pt 0.056 59 100 11-3 11-10% 58.213 57.998 P0(8-0) 1(8-0) 16-0 16-7% Pc Pv -0.271 BL 1.6820 8.56 1.24 120 0.002717 92-3 Pf 0.264 100 95 11-10% 11-10% 57.998 58.262 E(4'-111/2) 4-11% 97-21/2 Pe Pv =...... Route 28 ..... BL 1.6820 9.36 1.35 120 0.003204 1 92-3 Pf 0.375 101 77 11-101/2 11-10% 9.36 57.937 58.312 Flow (q) from Route 31 5E(4-111/2) 24-9 117-0 Pc Pv -0.000 =. ..... Route 29 ..... 0 f,©M.E.P.CAD, Inc. 1AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:14:36PM Page 14 §jjHydraulic Analysis Job Number: 20-3562-02 RnorI DAscrintinn: Ordinry (rntrn II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6820 10.50 1.52 120 0.003965 92-3 Pt 0.484 102 74 11-10% 11-10% 10.50 57.911 58.394 Flow (q) from Route 32 4E(4-11%), T(9'-l1) 29-81/2 121-111/2 Pe Pv -0.000 =. ..... Route 30 ..... BL 1.6820 8.81 1.27 120 0.002867 92-3 Pf 0.335 103 75 11-10% 11-10% 8.81 57.956 58.291 Flow (q) from Route 33 5E(4-111/2) 24-9 117'0 Pe Pv -0.000 =. ..... Route 31 ..... RN 1.6100 9.36 1.47 120 0.003965 0-7% Pt 0.066 56 101 11-3 11-10% 58.142 57.937 P0(8-0) T(8-0) 16-0 16-71/2 Pe Pv -0.271 Route 32 ..... RN 1.6100 10.50 1.65 120 0.004906 0-7% Pt 0.082 55 102 11-3 11-10% 58.100 57.911 P0(8-0) T(8'-O) 16-0 16-7% Pe Pv -0.271 =...... Route 33 ..... RN 1.6100 8.81 1.39 120 0.003548 0-7% Pt 0.059 57 103 11-3 11-10% 58.168 57.956 P0(8-0) T(8'-O) 16-0 16-7% Pe Pv -0.271 =. ..... Route 34 ..... RN 1.6100 8.05 1.27 120 0.003000 0-7% Pf 0.050 60 99 11-3 11-10% 58.220 57.998 P0(8-0) T(8-0) 16-0 16-7% Pe Pv -0.271 Route 35 ..... RN 1.6100 8.40 1.32 120 0.003244 0-7% Pf 0.054 58 98 11-3 11-101/2 58.186 57.969 P0(8-0) T(8'-O) 16-0 16-71/2 Pe Pv -0.271 Route 36 ..... - RN 1.6100 7.32 1.15 120 0.002515 0-71/2 Pt 0.042 61 97 11-3 11-10% 58.222 57.993 P0(8-0) T(8-0) 16-0 16'7% Pe Pv -0.271 - Route 37 ..... RN 1.6820 15.92 2.30 120 0.008557 38-3 Pt 0.581 104 37 25-1% 30-2% 44.38 -50:928 49.312 P0(9-i1), Flow (q) from Route 42 2E(4'-111/.), T(9'-11) 29-8% 67-11 Pe Pv -2.197 BL 1.6820 31.75 4.58 120 0.030703 89-4 Pt 3.350 37 38 30-21/2 ... 29-1% 15.84 49.312 53.135 Flow (q) from Route 38 T(9-11), P0(9-11) 19-91/2 109'-11/2 Pe Pv 0.473 CM 6.3570 60.22 0.61 120 0.000155 3-11% Pt 0.006 38 23 29-1% 28-11% 28.46 . 53.135 53.205 Flow (q) from Route 40 T(37-8%) 37-8% 41-8 Pe Pv 0.064 Route 38 ..... CM 4.2600 60.22 1.36 120 0.001086 8'-9 Pt 0.009 16 35 24-8 25-0% 25.65 51.122 50.973 Flow (q)from Route 4 8-9 Pe Pv -0.158 RN 1.6820 15.84 2.29 120 0.008477 39-1 Pt 0.583 35 37 25-0% 30-2% 50.973 49.312 P0(9-11) 2E(4-111/2), T(9-11) 29-8% 68-9 Pe Pv -2.244 Route 39 ..... CM 4.2600 130.79 2.94 120 0.004561 6-0 Pt 0.027 88 89 25-8 26-0 20.39 50.613 50.482 Flow (q) from Route 4 6-0 Pe Pv -0.158 Route 40 ..... CM 6.3570 28.46 0.29 120 0.000039 10-5 Pf 0.000 105 38 29-6 29-1% 28.46 52.957 53.135 Flow (q) from Route 41 10-5 Pe Pv 0.178 Route 41 ..... CM 4.2600 28.46 0.64 120 0.000272 9-5% Pf 0.010 104 106 25-1% 25-61/2 44.38 50.928 50.767 Flow (q) from Route 42 P0(26-4) 264 35-9% Pe Pv -0.171 RN 1.6820 28.46 4.11 120 0.025080 126-8 Pf 3.921 106 105 25-6% 29-6 50.767 52.957 2T(9-11), P0(9-11) 29-81/2 156-4% Pe Pv -1.731 - Route 42 ..... CM 4.2600 44.38 1.00 120 0.000618 2-7% Pt 0.002 35 104 25-0% 25-1% 15.84 50.973 50.928 Flow (q) from Route 38 2-7% Pe Pv -0.047 I, © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:14:36PM Page 15 §JjHydraulic Analysis I Job Number: 20-3562-02 Renort Descriotion: Ordinary Groun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 43 ..... CM 4.2600 123.27 2.77 120 0.004088 10-5 Pf 0.043 93 107 27-0 26-8 21.47 50.398 50.585 Flow (q) from Route 2 10-5 Pe Pv 0.145 CM 4.2600 102.03 2.30 120 0.002881 10-5 Pf 0.030 107 108 26-8 26-4 50.585 50.759 10-5 Pe Pv 0.145 RN 1.6820 21.07 3.04 120 0.014379 126-8 Pf 2.391 108 86 26-4 30-4 50.759 51.417 P0(9-11) 21(9-11), P0(9-11) 39-7 16631/z Pe Pv -1.733 Route 44 ..... CM 4.2600 80.96 1.82 120 0.001878 10-5 Pt 0.020 108 109 26-4 26-0 21.07 50.759 50.923 Flow (q) from Route 43 10-5 Pe Pv 0.145 RN 1.6820 20.97 3.03 120 0.014246 126-8 Pt 2.369 109 85 26-0 30-0 50.923 51.558 P0(9-li) 21(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.733 -Route 45 ..... CM 4.2600 59.99 1.35 120 0.001079 7-6% Pt 0.008 109 1066 26-0 25-9 20.97 50.923 51.036 Flow (q) from Route 44 . 7-6% Pe Pv 0.105 =. ..... Route 46 ..... RN 1.6820 20.64 2.98 120 0.013843 1 126-8 Pt 2.302 79 82 26-8 30-8 50.677 51.244 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.734 Route 47 ..... RN 1.6820 21.24 3.07 120 0.014586 126-8 Pt 2.425 107 - 26-8 87 30-8 . 50.585 51.277 P0(9-11) 21(9-11), P0(9-11) 39-7 16631/2 Pe Pv -1.733 --- Route 48 ..... RN 1.6820 22.06 3.18 120 0.015646 1 126-8 Pt 2.601 91 44 26-101/2 30-10 50.351 51.225 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.727 - - -- - Route 49 ..... RN 1.6820 22.92 3.31 120 0.016800 126-8 Pf 2.793 90 45 26-3 3021,4 50.457 51.523 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.728 Route 50 ..... RN 1.6820 24.28 3.51 120 0.018690 1 126-1101W 3.111 18 21 24-4% 28-7% . 51.197 52.464 P0(9-11) 21(9-11), P0(9-11) 39-7 166-5 Pv Pe1.844 lEquivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter Dim Schedule 40 Steel Pipe Inside aeter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 -- 150 1.51 (,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:36PM Page 16 I 111 Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain DR Drop Discharge gpm DY FM Dynamic Feed Main Velocity Pressure fps psi FR Feed Riser Length Foot MS Miscellaneous Friction Loss psi/Foot OR Outrigger HWC Hazen-Williams Constant RN Riser Nipple SP Sprig Pt Total pressure at a point in a pipe ST Stand Pipe Pn Normal pressure at a point in a pipe UG Underoround Pf Pressure loss due to friction between points I I Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe I I I I I I I I I I I I , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 Job Number: 20-3562-02 Report Description: Ordinary Group I Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11140 Elbow Ee2 22%' Elbow Flow Device I'd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer - - T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 3131/2021 3:14:36PM Page 17 . © M.EPCAD, Inc. AutoSPRINK 2018 04.4.5.0 3/31/2021 3:14:38PM Page 18 I I I I I I I I I I Job Number: 20-3562-02 Rsrenrsrt flysqrrrirsticsn ('fl fl RCICThA I dkydraulic_Overview 3/3112021 3:16:39PM Page 1 © M.E.P.CAD, Inc. ail AutoSPRINK 2018 04.4.5.0 Job Job Number Design Engineer 20-3562-02 Mitchell Struck Job Name: MMS2 THERMO FISHER EXPANSION PhOflO FriX trddrsse I State CeAflyayondusonse Number 5791 VAN ALLEN WAY Address 2 CARLSBAD, CA 92008 AHJ Address 3 Job She/Building System Pressure duDe of appliyayorr 10.000 NA Most Demanding Sprinkler Data Nose Streams 11.2 K-Factor 35.42 at 10.000 500.00 Cavenege Per Sprinkle, Number Of Sprinklers Calculated 100.00ft2 15 System Pressure Demand system Plea Demand 74.292 773.27 Total Demand 1273.27 @ 74.292 Pressure Result +42.776(36.5%) Supplies Check Point Gauges Name Flow(aDm) Hose Flow(aom) Static(osfl Residual(psi) Identifier Pressure(osi) K-FactoriKt Flow(aom) 1 Water Supply 2750.00 500.00 118.800 111.600 TOR 48.979 110.49 773.27 BOR 62.991 97.43 773.27 Rack TOR 51.119 0 0.00 MMS2 Phase 2 Sub Water Supply at Node 1 (2750.00r 250.00, 118.800, 111.600) 150jS tatic 135 120 118.800 4Pressure 2750.00 @ 111.600 105- 90 ____ Ehosestreams 2772 2 77a75 12(0 1 73.7 with 45 Systemdemandcurve 30 15 0- 4,950 5500 2750 3300 3850 4400 Water flow, gpm I I I I I I I I I I I I I I I I I I I 111 IHydrau1ic Summary Job Number: 20-3562-02 Pocnorrf flwro,'rintirmn ('t11 fl PC1C3M Job Job Number 20-3562-02 Design Engineer Mitchell Struck Job Name- MMS2 THERMO FISHER EXPANSION State Certification Ucenre Nurrrbon Addneool 5791 VAN ALLEN WAY MdreoU 2 CARLSBAD, CA 92008 Jab Site/Building Add.. 3 Drawing Name MMS2 Phase 2 Sub System Remote Area(s) Most Demanding Sprinkler Data 11.2 K-Factor 3542 at 10.000 Occupancy COLD ROOM Job Suffix Rosa Allowance At Source 500.00 Pressure 10.000 Area of Application NA Additional Hose Supplies Node Flow(aDm) Number Of Sprinklers Calculated 15 Cccanage Pen Sprirridor 100.00ft2 Total Hose Streams 500.00 System Flow Demand 773.27 Petal Water Required(Including Hose Allowance) 1273.27 Maximum Pressure Unbalance In Loops 0.000 Muotmure Velocity Above Graced 30.95 between nodes 16 and 15 Maximum Velocity Under Ground 5.31 between nodes 3 and 8 Volume capacity of Wet Pipes - 5743.259a1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) - Flow (gpm) Available (psi) © Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 500.00 118.800 111.600 2750.00 117.068 1273.27 74.292 42.776 Contractor Connecter Number Contact Name Contact lice Name of Contractor. Phone Extension Address I FAX Address 2 E-mail Address 3 Web-Site ©M.E.P.CAD, Inc. JAutoSPRlNK 2018 v14.4.5.0 3/31/2021 3:16:42PM Page 2 3/31/2021 3:16:44PM Page 3 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 J HydrauIic Graph I Job Number: 20-3562-02 Report Description: COLD ROOM Water Supply at Node I 150- 120 — Static Pressure 118.800- 2750.00 l 111 600 1:: CL (u a) ,--.. I 773.27 1273.27 with hose @ 74.292 streams 0 60- 45- System demand curve —30 15— o— LiLLIiJiJJ.1J.LU'IIIIIIH 11111111 iIIIIIII 111111111 111111111 11111 liii II 111111 %50 1100 1650 2200 2750 3300 3850 4400 so 5500 Water flow, gpm HydrCutv Graph Water Supply at Node 1 Stalk: Pressure 118.800 Residual: Pressure 111.600 @ 2750.00 Available Pressurs at Tinny sliest 117.068 © 1273.27 States Deesed 74.292 © 773.27 Sp—D, - Ilnaudira Hose pJlvasnva sisvuroal 74.292 @ 1273.27 I I I LI I I I I I I Eli LI I I I I I I IHydraulic Graph Job Number: 20-3562-02 Rack TOR 150— 135— 120—Static Pressure 118.800- 750.00c 111.600 CL 75 60- -3.00@51.119 45- -7 500.00 with hose streams -30--- 3, fstem demand curve 15- 0 ULLLLJJJ.LI.UJIIIIIIIII 111111111 111111111 111111111 111111111 1111111 I III II I I I I — %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydreulic Graph Rack TOR Stabs: Pressure N/A Residual: Pressure N/A Available Pressure at lime of Test N/A byetrsro.rrerd 51.119 @0.00 Syetem Oomrrard lirrduding Hoe. desreeno. at Sours.) 51.119 @ N/A ,©M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:44PM Page 4 I Hydraulic Graph Job Number: 20-3562-02 D,-..,.-..4 fl.-....;,..e;...... flfli r\ flfla\R A BOR 150- 135- 120 — Static Pressure 118.800- ?750.00@111.600 105 90 CL J75 773.27 @ 62.991 60-- _1273.27 with hose streams 45 - System demand curve ---30- 15- 111111111 111111111 II liii I liii liii I III I I I I I I I I I I __________ %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Mailable Pressure at Tires sliest N/A System Demand 62.991 @ 773.27 Syicem Decreed yrcurdies Hcaedttenrre at Source) 62.991 @ N/A , © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:44PM Page 5 I I I I I I I I I I 1- I I I I I I I IHydrauIic Graph Job Number: 20-3562-02 LIIi Report Description: COLD ROOM TOR 150— 120 Static -. Pressure 118.800- !750.00@111600 (I) CL - J75 60— 773.27 c 48.979 1273 27 with hose streams 45 System demand curve 15- --11IJ.1L .I.I.1.I.I.I.t.t IIIIII IllililIf 111111111 11111111 11111 III III I I I I I I I I I I I %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph TOR Slofie: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A Sysleirr Demand 48.979 @ 773.27 SyslemDo,riard (leeludirs Heeende,00ree olSou,ee) 48.979 @ N/A , © M.E.P.CAD, Inc. IS AutoSPRINK 2018 v14.4.5.0 3/31/2021 3:16:44PM Page 6 H I I I I I I I I I I I I I I I H I Job Number: 20-3562-02 Pn,,,t flo,-4nH,sn• t'Ci fl I 1111summary Of Outfiowing Devices AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:16:52PM Page 7 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) E Sprinkler 1001 35.42 35.42 11.2 10.000 Sprinkler 1002 36.23 35.42 11.2 10.465 Sprinkler 1003 37.98 35.42 11.2 11.502 Sprinkler 1005 40.93 35.42 11.2 13.356 Sprinkler 1006 52.76 35.42 11.2 22.195 Sprinkler 1011 57.78 35.42 11.2 26.619 Sprinkler 1013 65.28 35.42 11.2 33.970 Sprinkler 4181 53.22 35.42 11.2 22.583 Sprinkler 4236 54.95 35.42 11.2 24.069 Sprinkler 4273 58.73 35.42 11.2 27.496 Sprinkler 4351 38.36 35.42 11.2 11.728 Sprinkler 4424 55.27 35.42 11.2 24.355 Sprinkler 4425 55.47 35.42 11.2 24.527 Sprinkler 4450 65.45 35.42 11.2 34.153 Sprinkler 4451 65.43 35.42 1 11.2 34.127 I , © M.E.P.CAD, Inc. c Most Demanding Sprinkler Data I I 1-1 I I I I I I I I L I Li I I H I kINode Analysis Job Number: 20-3562-02 Pn,-rt r,'r;nfinn (Cil fl PflflM Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 42 30-11% P0(20-2) 46.630 43 31-0 P0(9-11) 46.617 44 30-10 P0(9-11) 46.725 45 3021/z P0(9-11) 47.050 i 46 29-101/2 P0(9-11) 47.235 47 29-6 P0(9-li) 47.429 48 11-3 P0(9-11) 52.845 49 11-3 P0(8-0) 52.847 50 11-3 P0(8-0) 53.040 51 11-3 P0(8-0) 53.119 52 11-3 P0(8-0) 53.224 1 53 11-3 P0(8-0) 51.476 54 11-3 P0(8-0) 51.620 55 11-3 P0(8-0) 51.735 56 11-3 P0(8-0) 51.826 57 11-3 P0(8-0) 51.880 58 11-3 P0(8-0) 51.919 59 11-3 P0(8-0) 51.978 60 11-3 P0(8-0) 51.992 61 11-3 P0(8-0) 51.998 62 11-3 P0(20-2) 52.003 63 11-101/. T(8-0) 51.779 64 11-101/. E(4-11%) 52.352 65 11-3 P0(8-0) 52.670 66 11-3 P0(8-0) 52.671 67 11-3 P0(8-0) 52.678 68 11-3 P0(8-0) 52.728 69 11-3 P0(8-0) 52.755 70 11-3 P0(8-0) 52.794 71 __- 11-101/2 E(4-111/2) 52.827 72 . 11-101/2 T(8-0) 51.551 73 11-101/2 T(-11) 52.743 74 11-10% T(9-11) 52.678 75 11-101/2 E(4'-111/2) 52.457 76 711-10% E(4'-111/2) 52.423 77 ...: 11-10% E(4'-ll%) 52.502 78 11-10% E(4-111/2) 52.354 79 26-8 P0(9-11) 43.453 80 26-111/2 P0(26-4) 43.325 81 30-111/2 P0(9-11) 46.522 82 30-8 P0(9-11) 46.666 83 30-0 P0(9-11) 47.003 84 - 30-0 . 47.026 85 30-0 P0(9-11) 47.019 86 30-4 P0(9-11) 46.880 87 . 30-8 P0(9-11) 46.745 88 25-8 P0(9-11) 42.593 89 26-0 P0(9-11) 42.717 90 26-3 P0(9-11) 42.775 91 26-101/2 P0(9-11) 42.862 92 27-11/2 P0(20-2) 42.935 93 27-0 P0(9-11) 43.030 94 11-101/2 E(4'-111/2) 52.351 95 11-10% E(4'-111/2) 52.395 i 96 11-101/2 T(8'-O) 51.448 97 11-101/2 T(8-0) 51.817 98 11-10% T(8'-O) 51.764 99 11-10% T(8'-O) 51.828 100 11-10% T(8-0) 51.827 101 11-10% T(8'-O) 51.697 102 11-101/2 T(8-0) 51.639 103 11-101/2 T(8-0) 51.736 f,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:54PM Page 8 Job Number: 20-3562-02 Pn,rf fl ... r,sfinn ('CII fl I 1111Node Analysis Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 104 25-1% P0(9-il) 40.891 105 29-6 P0(9-11) 48.381 106 2561/2 P0(26-4) 40.744 107 26-8 P0(9-11) 43.266 108 26-4 P0(9-11) 43.475 109 26-0 P0(9-11) 43.662 1063 30-8% T(8-0) 42.211 1066 25'9 PO(80) 43.784 2321 29-7 P0(6-0) 20.848 2323 294% P0(6-0) 22.804 2481 2921,4 P0(6-0) 27.464 2599 29-8 P0(6-0) 7.235 2603 29-8 P0(6-0) 23.093 2606 29-8 P0(6-0) 23.313 2714 29-7 E(17-7), TOR 48.979 2725 30-1 P0(6-0) 35.460 2727 30-1 P0(6-0) 35.427 1 -1-0 S 74.292 773.27 1001 11-6 Spr(-10.000) 10.000 35.42 1002 10-0 Spr(-10.465) 10.465 36.23 1003 10-0 Spr(-11.502) 11.502 37.98 1005 10-0 Spr(-13.356) 13.356 40.93 1006 10-0 Spr(-22.195) 22.195 52.76 1011 10-0 Spr(-26.619) 26.619 57.78 1013 10-0 Spr(-33.970) 33.970 65.28 4181 10-0 Spr(-22.583) 22.583 53.22 4236 10-0 Spr(-24.069) 24.069 54.95 4273 10-0 Spr(-27.496) 27.496 58.73 4351 10-0 Spr(-11.728) 11.728 38.36 4424 - - 10-0 Spr(-24.355) 24.355 55.27 4425 10-0 Spr(-24.527) 24.527 55.47 1 4450 10-0 Spr(-34.153) 34.153 65.45 4451 10-0 Spr(-34.127) 34.127 65.43 2 -3-0 LtE(22'-0%) 74.657 3 -. 4-0 LtE(16-7) 66.273 4 4-0 65.261 5 0-6 63.743 6 12-6 P0(37-81/2) 58.541 7 . 29-7 E(17-7) 51.142 8 4-0 64.654 9 0-6 BOR 62.991 10 29-8 P0(6-0) 5.579 12 -. 29-8 P0(6-0) 7.083 14 29-8 P0(6-0) 9.000 15 29-8 T(9-11) 23.309 16 24-8 P0(9-il) 41.118 17 24-3 P0(9-11) 41.539 18 24-4% P0(9-11) 41.904 19 24-11% P0(9-11) 42.299 20 28-111/2 P0(9-11) J 47.741 21 28-7% P0(9-I1) 1 47.971 22 28-11% P0(9-I1) j 48.048 23 28-11% T(37'-81/.) 48.640 24 29-8 P0(6-0) 5.558 25 29-91/. P0(6-0) 20.328 28 2941/2 T(9-11) 35.388 31 29-6 P0(6-0) 26.249 33 30-1 P0(6-0) 35.582 34 25-1 P0(9-11) 40.908 35 25-0% P0(9-li) 40.938 37 30-21/. T(9-11) 38.696 38 29-1% P0(9-li) 48.560 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:54PM Page 9 Li I I I I H I I I I I I I I I I I I I I 1111 Node Analysis I Job Number: 20-3562-02 Report Description: COLD ROOM Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 40 11-3 53.923 41 11-3 ff(17-5V2) 53.931 I I I I I I I I I I I I I I © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:54PM Page 10 I JHydrauIic Analysis - Job Number: 20-3562-02 Rnnrt Bsirintirin CC)I 1) R(flM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =...... Route l ..... DR 1.3800 35.42 7.60 120 0.098513 23-0% Pt 3.453 1001 10 11-6 29-8 35.42 11.2 10.000 5.579 Sprinkler, 2E(3'-0), P0(6-0) 12-0 35-0% Pe Pv -7.874 BL 1.6820 71.65 10.35 120 0.138362 10-10 Pf 1.499 10 12 29-8 29-8 36.23 5.579 7.083 Flow (q) from Route 2 10-10 Pe Pv 0.006 BL 1.6820 109.63 15.83 120 0.303926 0-6 Pf 0.152 12 2599 29-8 29-8 37.98 7.083 7.235 Flow (q) from Route 3 0-6 Pe Pv BL 1.6820 147.99 21.37 120 0.529423 3-4 Pf 1.765 2599 14 29-8 29-8 38.36 7.235 9.000 Flow (q) from Route 4 3-4 Pe Pv BL 1.6820 188.92 27.28 120 0.831751 7-31/2 Pf 14.309 14 15 29-8 29-8 40.93 9.000 23.309 Flow (q) from Route 5 T(9'-11) 9-11 17-2% Pe Pv RN 1.6820 214.32 30.95 120 1.050366 5-0 Pf 15.646 15 16 29-8 24-8 25.40 23.309 41.118 Flow (q) from Route 61 po(9'll) 9-11 14-101/2 Pe Pv 2.164 CM 4.2600 309.47 6.97 120 0.022443 10-71/2 Pt 0.238 16 17 24-8 24-3 95.16 41.118 41.539 Flow (q)from Route 13 10-7%Pv Pe 0.183 CM 4.2600 425.99 9.59 120 0.040533 1061/2 Pf 0.427 17 18 24-3 2441/2 116.51 41.539 41.904 Flow (q) from Route 11 1061/2 Pe Pv -0.063 CM 4.2600 533.30 12.00 120 0.061423 10-7 Pt 0.650 18 19 24-4% 24111/2 107.32 -" 41.904 42.299 Flow (q)from Route 60 10-7 Pe Pv -0.254 RN 1.6820 38.16 5.51 120 0.043131 126-8 Pt 7.171 19 20 24-111/2 28-111/2 42.299 47.741 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3 Pe Pv -1.729 CM -- 6.3570 533.30 5.39 .. 120 0.008744 10-51/2 Pt 0.092 20 21 28111% 28-7% 495.15 v--" 47.741 47.971 Flow (q) from Route 16 10-5% Pe Pv 0.139 CM 6.3570 586.92 5.93 120 0.010440 20-10 Pf 0.217 21 22 28-7% 28-111/2 53.62 - - . A7.971 48.048 Flow (q) from Route 6 20-10 Pe Pv -0.141 CM 6.3570 672.27 6.80 - - 120 0.013420 6-5% Pt 0.593 22 23 28-111/2 - 28-111/2 85.34 - 48.048 48.640 Flow (q) from Route 9 T(37-8%) 37-8% 44-2 Pe Pv FM 6.3570 773.27 7.82 120 0.017387 17-0% Pf 0.602 23 2714 28-111/2 29-7 101.00 - 48:640 48.979 Flow (q) from Route 14 E(17'-7), TOR 17-7 34-71/2 Pe Pv -0.263 FR 6.3570 773.27 7.82 120 0.017387 28-31/2 Pf 1.410 2714 9 29-7 0-6 - 48.979 62.991 CV(40'-3), BV(12'-7), BOR 52-9% 81-1% Pe Pv 12.602 U 8.3900 773.27 4.49 140 0.003384 12-51/2 Pt 0.146 9 8 0-6 -3-0 62.991 64.654 E(30-61/2) 30-6% 43-0 Pe Pv 1.517 U 7.7100 773.27 5.31 150 0.004496 282-1 Pf 1.618 8 3 4-0 4-0 64.654 66.273 PIV(5-1%), EE(11'-6), T(44'-8), LtE(16'-7) 77-10 359-11 Pe Pv -0.000 UG 8.3900 773.27 4.49 140 0.003384 10-0 Pf 8.384 3 2 4-0 -3-0 66.273 74.657 T(59'-4%), BFP(-8.000), 2LtE(22' -01/2) 103-6 113-6 Pe Pv 0.000 U 7.7100 773.27 5.31 150 0.004496 106-71/2 Pt 0.502 2 1 -3-0 -1-0 74.657 74.292 GV(5'-11/2), S 5-1% 111-9 Pe Pv -0.867 500.00 Hose Allowance At Source 1 1273.27 Route ..... DR 1.3800 36.23 7.77 120 0.102742 23-21/2 Pt 3.619 1002 24 10-0 29-8 36.23 11.2 10.465 5.558 Sprinkler, 2E(3'-O), P0(6-U) 12-0 35-21/2 Pe Pv -8.526 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:16:56PM Page 11 I I1-lydrau1ic Analysis Job Number: 20-3562-02 P-0 fl,rinfinn (flI fl PflflM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6820 36.23 5.23 120 0.039191 0-6 P1 0.020 24 10 29'-8 29-8 5.558 5.579 0-6 Pe Pv 0.001 Route ..... DR 1.3800 37.98 8.15 120 0.112123 24'-7 Pf 4.101 1003 12 10-0 29'-8 37.98 11.2 11.502 7.083 Sprinkler, 2E(3'-O), P0(6-0) 12-0 36-7 1 Pe lPv -8.519 Route ..... DR 1.3800 38.36 8.23 120 0.114166 23-3 Pf 4.026 4351 2599 10-0 29-8 38.36 11.2 11.728 7.235 Sprinkler, 2E(3'-O), P0(6-0) 12-0 35-3 Pe Pv -8.519 =. ..... Route 5 ..... DR 1.3800 40.93 8.78 120 0.128747 20-4 Pt 4.163 1005 14 10-0 29'-8 40.93 11.2 13.356 9.000 Sprinkler, 2E(3'-O), P0(6-0) 12-0 324 Pe Pv -8.519 =. ..... Route 6 ..... DR 1.3800 52.76 11.32 120 0.205957 20-7 Pf 6.709 1006 25 10-0 29-91/2 52.76 11.2 22.195 20.328 Sprinkler, 2E(3'-O), P0(6-0) 12-0 32'-7 Pe Pv -8.575 BL 1.6820 52.76 7.62 120 0.078562 5-6% Pt 0.436 25 2321 29'-91/2 29-7 20.328 20.848 5-6% Pe Pv 0.083 BL 1.6820 105.99 15.30 120 0.285503 6-6% Pt 1.870 2321 2323 29'-7 294u/2 53.22 20.848 22.804 Flow (q) from Route 7 6-6% Pe Pv 0.087 BL 1.6820 160.94 23.24 120 0.618289 1051/2 Pf 12.577 2323 28 29-4% 29-4% 54.95 22.804 35.388 Flow (q) from Route 8 T(9'-11) 9-11 20-4 Pe Pv 0.007 BL 1.6820 53.62 7.74 120 0.080933 121-10 Pt 12.264 28 21 29'41/2 28-7% 35.388 47.971 T(9'-11) T(9'-11), P0(9-11) 29-8% 15161/2 Pe Pv 0.320 Route ..... DR 1.3800 53.22 11.42 120 0.209287 1 20-31/2 Pf 6.757 4181 2321 - 10-0 29-7 53.22 11.2 22.583 20.848 Sprinkler, 2E(3'-O), P0(6-0) 12-0 32-31/2 Pe Pv -8.492 Route ..... DR 1.3800 54.95 11.79 120 0.221998 20-2 Pt 7.141 4236 2323 10-0 294h/2 54.95 11.2 - 24.069 22.804 Sprinkler, 2E(3'-O), P0(6-0) 12-0 32'-2 Pe Pv -8.406 4- ..... Route 9 ..... DR 1.3800 55.27 11.86 120 0.224435 20-4 Pf 7.257 4424 2603 10-0 29-8 55.27 11.2 24.355 23.093 Sprinkler, 2E(3'-O), P0(6-0) 12-0 32-4 Pe Pv -8.519 BL 1.6820 29.87 4.31 120 0.027427 8-0 Pt 0.219 2603 2606 29'-8 29'-8 23.093 23.313 8-0 Pe Pv BL 1.6820 85.34 12.32 120 0.191219 112'-11'/2 Pt 24.436 2606 22 29'-8 28-111/2 55.47 23.313 48.048 Flow (q) from Route 10 E(4'-ll%), P0(9-11) 14-10 12791/2 Pe Pv 0.298 Route 10 ..... DR 1.3800 55.47 11.90 120 0.225900 20-4 Pt 7.305 4425 2606 10-0 29-8 55.47 11.2 24.527 23.313 Sprinkler, 2E(3'-O), P0(6-0) 12-0 32-4 Pe Pv -8.519 Route 11 ..... DR 1.3800 57.78 12.39 120 0.243664 21-2 Pf 8.085 1011 31 10-0 29'-6 57.78 11.2 26.619 26.249 Sprinkler, 2E(3'-O), P0(6-0) 12-0 33'-2 Pe Pv -8.455 BL 1.6820 57.78 8.34 120 0.092946 11-9 Pf 1.092 31 2481 29'-6 29-2% 26.249 27.464 11-9 Pe Pv 0.124 BL 1.6820 116.51 16.82 120 0.340155 15-3 Pf 11.916 2481 17 29-21/2 24'-3 58.73 27.464 41.539 Flow (q) from Route 12 T(9'-11), P0(9-11) 19-91/2 35-0% Pe Pv 2.159 Route 12 ..... DR 1.3800 58.73 12.60 120 0.251086 21-0% Pt 8.299 4273 2481 10-0 29-21/2 58.73 11.2 27.496 27.464 Sprinkler, 2E(3'-O), P0(6-0) 12-0 33-01/2 Pe Pv -8.331 Route 13 ..... ,©M.E.P.CAD, Inc jAutoSPRlNK 2018 04.4.5.0 3/31/2021 3:16:56PM Page 12 I I I I I I I I I1-lydrau1ic Analysis I Job Number: 20-3562-02 Rnnrt flAsrrintinn (Ol fl ROOM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.3800 65.28 14.00 120 0.305319 21-91/2 Pt 10.319 1013 33 10-0 30-1 65.28 11.2 33.970 35.582 Sprinkler, 2E(3'-O), P0(6-0) 12-0 3391/2 Pe Pv -8.707 BL 1.6820 65.28 9.43 120 0.116464 12-3% P1 3.162 33 34 30-1 25-1 35.582 40.908 E(4'-111/2), P0(9-11) 14-10 27-2 Pe Pv 2.164 CM 4.2600 18.92 0.43 120 0.000128 1-8 Pt 0.000 34 35 25-1 2501/2 40.908 40.938 1-8 Pe Pv 0.030 CM 4.2600 95.16 2.14 120 0.002532 8-9 Pt 0.022 35 16 25-0% 24-8 76.24 40.938 41.118 Flow (q) from Route 15 8-9 Pe Pv 0.158 =. ..... Route 14 ..... DR 1.3800 65.43 14.03 120 0.306625 20-71/2 Pf 10.007 4451 2727 10-0 30-1 65.43 11.2 34.127 35.427 Sprinkler, 2E(3'-O), P0(6-a) 12-0 32-71/2 Pe Pv -8.707 BL 1.6820 54.65 7.89 120 0.083822 24'-9 Pt 3.320 2727 37 30-1 3021/2 35.427 38.696 E(4'-111/2), T(9'-11) 14-10 39-71/2 Pe Pv -0.050 BL 1.6820 55.43 8.00 120 0.086056 89-4 Pt 9.390 37 38 30'-2'/2 29-1% 0.78 38.696 48.560 Flow (q) from Route 49 T(9'-11), P0(9-1I) 19-9% 109-11/2 Pe Pv 0.473 CM 6.3570 101.00 1.02 120 0.000403 3-11% P1 0.017 38 23 29-1% 28-111/2 45.58 48.560 48.640 Flow (q) from Route 51 T(37'-81/2) 378h/z 41-8 Pe Pv 0.064 Route 15 ..... DR 1.3800 65.45 14.04 120 0.306843 20'-7'/. Pt 10.014 4450 2725 10-0 30-1 65.45 11.2 34.153 35.460 Sprinkler, 2E(3'-O), P0(6-a) 12-0 32-71/2 Pe Pv -8.707 BL 1.6820 76.24 11.01 120 0.155195 6-3% Pt 3.284 2725 35 30-1 25-0% 10.78 35.460 40.938 Flow (q) from Route 50 E(4'-ll%), P0(9-11) 14-10 1 21-2 Pe Pv 2.194 Route 16 ..... DY 3.2600 19.10 0.73 120 0.000478 0,-0 Pt 0.008 40 41 114 11-3 19.10 -. 53.923 53.931 Flow (q) from Route 18 fT(17'-S%) 17-51/2 17-5% Pe Pv CM 3.2600 139.40 5.36 120 0.018889 26-11 Pt 1.244 41 42 11-3 - 30-111/2 120.30 - 53.931 46.630 Flow (q) from Route 17 2E(9'-5), P0(20-2) 38-111/2 65-10% Pe Pv -8.545 CM 6.3570 325.80 3.29 120 0.003514 1-3% Pt 0.005 42 43 30'-111/2 _ 31-0 186.40 46.630 46.617 Flow (q) from Route 27 1-31/2 Pe Pv -0.018 - CM 6.3570 358.27 3.62 120 0.004189 10-4 Pt 0.043 43 44 31-0 30-10 32.47 46.617 46.725 Flow (q) from Route 30 10-4 Pe Pv 0.064 CM 6.3570 391.62 3.96 120 0.004939 10-5 Pt 0.051 44 45 30-10 - 30-21/2 33.35 46.725 47.050 Flow (q) from Route 58 10-5 Pe Pv 0.274 CM 6.3570 426.28 4.31 120 0.005778 5-9 Pt 0.033 45 46 30-21/2 29-101/2 34.66 47.050 47.235 Flow (q) from Route 59 5-9 Pe Pv 0.152 CM 6.3570 460.24 4.65 120 0.006658 5-10% Pt 0.039 46 47 29-101/2 29'-6 33.96 47.235 47.429 Flow (q)from Route 48 5-10% Pe Pv 0.155 CM 6.3570 495.15 5.01 120 0.007622 9-2% Pt 0.070 47 20 29-6 28-111/2 34.91 47.429 47.741 Flow (q) from Route 29 9-2% Pe Pv 0.242 - Routell ..... CM 3.2600 54.24 2.08 120 0.003294 0-5 Pt 0.001 48 49 11-3 11-3 73.34 52.845 52.847 Flow (q) from Route 19 0-5 Pe Pv CM 3.2600 68.39 2.63 120 0.005058 11-5 Pt 0.194 49 50 11-3 11-3 14.15 52.847 53.040 Flow (q) from Route 25 4fE(6-8%) 26-10% 38-3% Pe Pv CM 3.2600 84.27 3.24 120 0.007443 10-61/2 Pt 0.078 50 51 11-3 11-3 15.88 53.040 53.119 Flow (q) from Route 22 10-6% Pe Pv ,©MEPCAD Inc AutoSPRlNK2018v14450 3/31/2021 3:16:56PM Page 13 I I I I I I I SHydraulic Analysis Job Number: 20-3562-02 Report Description: COLD ROOM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 101.38 3.90 120 0.010478 10-0 Pt 0.105 51 52 11-3 11-3 17.11 53.119 53.224 Flow (q) from Route 21 10-0 Pe Pv CM 3.2600 120.30 4.62 120 0.014381 14-3 Pt 0.707 52 41 11-3 11-3 18.92 53.224 53.931 Flow (q) from Route 20 2fT(17'-51h) 34'-111/2 4921,/z Pe Pv .Route18 ..... BL 1.6820 19.10 2.76 120 0.011994 5021/2 Pf 1.077 48 40 11-3 11-3 73.34 52.845 53.923 P0(9-i1), Flow (q)from Route 19 4EE(2'-51h), 4E(4-11V2) 39-7 89-10 Pe Pv -0.000 - Route 19 ..... CM 3.2600 120.48 4.63 120 0.014421 10-0 Pt 0.144 53 54 11-3 11-3 139.40 51.476 51.620 Flow (q) from Route 31 10-0 Pe Pv CM 3.2600 103.37 3.97 120 0.010863 1061/2 Pt 0.115 54 55 11-3 11'-3 51.620 51.735 1061/z Pe Pv CM 3.2600 87.49 3.36 120 0.007979 1141/2 Pf 0.091 55 56 11-3 11-3 51.735 51.826 1141/z Pe Pv CM 3.2600 73.34 2.82 120 0.005756 9-5 Pt 0.054 56 57 11-3 11-3 51.826 51.880 9-5 Pe Pv CM 3.2600 60.01 2.31 120 0.003972 9-10 Pf 0.039 57 58 11-3 11-3 51.880 51.919 9-10 Pe Pv CM 3.2600 47.31 1.82 120 0.002559 9-1 Pt 0.059 58 59 11-3 11-3 51.919 51.978 4fEE(3'6) 13'-111/2 23-1 Pe Pv CM 3.2600 34.37 1.32 120 0.001416 9-8 Pt 0.014 59 60 11-3 11-3 51.978 51.992 9-8 Pe Pv CM 3.2600 22.20 0.85 120 0.000631 10-0 Pt 0.006 60 61 11-3 11-3 51.992 51.998 10-0 Pe Pv CM 3.2600 11.13 0.43 120 0.000176 7-7% Pt 0.005 61 62 11-3 11-3 51.998 52.003 P0(20-2) 20-2 27-91/2 Pe Pv RN 1.6100 11.13 1.75 120 0.005464 0-7% Pt 0.047 62 63 11-3 11-10% . 52.003 51.779 T(8-0) 8-0 8-71/2 Pe Pv -0.271 BL 1.6820 11.13 1.61 120 0.004415 85-2 Pt 0.573 63 64 11-10% 11-10% 51.779 52.352 9E(4'-111/2) 44-6% 129-9 Pe Pv -0.000 RN 1.6100 11.13 1.75 120 0.005464 0-7% Pt 0.047 64 65 11-10% 11-3 52.352 52.670 P0(8-0) 8-0 8-71/2 Pe Pv 0.271 CM 3.2600 11.13 0.43 120 0.000176 7-7% Pt 0.001 65 66 11-3 11-3 52.670 52.671 7-7% Pe Pv CM 3.2600 22.20 0.85 120 0.000631 10,-0 Pt 0.006 66 67 11-3 11-3 11.07 52.671 52.678 Flow (q) from Route 26 10.-0 Pe Pv CM 3.2600 34.37 1.32 120 0.001416 16-9 Pt 0.050 67 68 11-3 11-3 12.17 52.678 52.728 Flow (q) from Route 32 2E(9-5) 18-10 35-7 Pe Pv CM 3.2600 47.31 1.82 120 0.002559 104 Pf 0.026 68 69 11-3 11-3 12.94 52.728 52.755 Flow (q) from Route 33 104 Pe Pv CM 3.2600 60.01 2.31 120 0.003972 9-10 Pt 0.039 69 70 11-3 11-3 12.70 52.755 52.794 Flow (q) from Route 24 9-10 Pe Pv CM 3.2600 73.34 2.82 120 0.005756 9,-0 Pt 0.052 70 48 11-3 11-3 13.33 52.794 52.845 Flow (q) from Route 23 9-0 Pe Pv Route 20 ..... ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 3/31/2021 3:16:56PM Page 14 U I I I I I I I I I I I I I 1 I I I I 1 ~11111-lydraulic Analysis Job Number: 20-3562-02 P.nnrt fl,'rintinn mi ri R(flfA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 18.92 2.98 120 0.014584 071,4 Pf 0.126 71 52 11101/2 11-3 18.92 52.827 53.224 Flow (q) from Route 34 P0(8-0) 8-0 8-7% Pe Pv 0.271 =. ..... Route 21 ..... RN 1.6100 17.11 2.70 120 0.012102 0-71/2 Pf 0.201 54 72 11-3 11-10% 51.620 51.551 P0(8-0) T(8'-O) 16-0 16-7% Pe Pv -0.271 BL 1.6820 17.11 2.47 120 0.009780 92-3 Pt 1.193 72 73 11-10% 11-10% 51.551 52.743 4E(4-111/2), T(9'-ll) 29-81/2 121-11% Pe Pv -0.000 RN 1.6100 17.11 2.70 120 0.012102 0-71/2 Pf 0.104 73 51 11-10% 11-3 52.743 53.119 P0(8-0) 8-0 8-7% Pe Pv 0.271 =...... Route 22 ..... RN 1.6100 15.88 2.50 120 0.010543 0-7% Pt 0.091 74 50 11-10% 11-3 15.88 52.678 53.040 Flow (q) from Route 40 P0(8-U) 8-0 8-7% Pe Pv 0.271 -Route 23 ..... RN 1.6100 13.33 2.10 120 0.007624 0-71/2 Pf 0.066 75 70 11-101/2 11-3 13.33 52.457 52.794 Flow (q) from Route 41 P0(8-0) 8-0 8-7% Pe Pv 0.271 Route 24 ..... RN 1.6100 12.70 2.00 120 0.006972 0-7% Pt 0.060 76 69 11-10% 11-3 12.70 52.423 52.755 Flow (q) from Route 36 P0(8-0) 8-0 8-7% Pe Pv 0.271 Route 25 ..... RN 1.6100 14.15 2.23 120 0.008521 1 0-7% Pf 0.073 77 49 11-10% 11-3 14.15 52.502 52.847 Flow (q) from Route 39 P0(8-U) 8-0 8-7% Pe Pv 0.271 Route 26 ..... RN 1.6100 11.07 1.74 120 0.005404 0-7% Pf 0.047 78 66 11-10% 11-3 11.07 52.354 52.671 Flow (q) from Route 35 P0(8-0) 8-0 8-71/2 Pe Pv 0.271 Route 27 ..... CM 4.2600 63.99 1.44 120 0.001216 44-1% Pf 0.054 1066 79 25-9 26-8 90.72 43.784 43.453 Flow (q) from Route 55 44-1% Pe Pv -0.384 CM 4.2600 32.78 0.74 120 0.000353 10-2% Pt 0.013 79 80 26-8 26-111/2 43453 43.325 P0(26-4) 26-4 36-6% Pe Pv -0.142 RN - 1.6820 32.78 4.73 120 0.032559 126-8 Pf 4.930 80 81 26-111/2 30-111/2 43.325 46.522 E(4-11%), T(9'-11), P0(9-li) 24-9 151-5 Pe Pv - -1.733 - CM 4.2600 32.78 0.74 120 0.000353 10-21/2 Pt 0.004 81 82 30-111/2 30-8 46.522 46.666 10-2% Pe Pv 0.140 CM 4.2600 63.99 1.44 120 0.001216 40-111/2 Pt 0.050 82 83 30-8 30-0 31.22 46.666 47.003 Flow (q) from Route 56 40-111/2 Pe Pv 0.288 CM 4.2600 90.72 2.04 120 0.002318 9-10% Pt 0.023 83 84 30-0 30-0 26.72 47.003 47.026 Flow (q) from Route 28 9-10% Pe Pv CM 6.3570 90.72 0.92 120 0.000330 0-61/2 Pt 0.000 84 85 30-0 30-0 47.026 47.019 0-61/2 Pe Pv -0.007 CM 6.3570 122.42 1.24 120 0.000575 10-5 Pt 0.006 85 86 30-0 30-4 31.70 47.019 46.880 Flow (q) from Route 54 10-5 Pe Pv -0.144 CM 6.3570 154.29 1.56 120 0.000881 10-5 Pt 0.009 86 87 30-4 30-8 31.86 46.880 46.745 Flow (q) from Route 53 10-5 Pe Pv -0.144 CM 6.3570 186.40 1.88 120 0.001251 9-1% Pf 0.011 87 42 30-8 30-111/2 32.11 46.745 46.630 Flow (q) from Route 57 9-1% Pe Pv -0.126 Route 28 ..... BL 1.6100 26.72 4.21 120 0.027619 4-111/2 Pt 0.579 1066 1063 25-9 30-8% 90.72 43.784 42.211 P0(8-0), Flow (q) from Route 55 T(8-0) 16-0 20-11% Pe Pv -2.151 IM,.©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/31/2021 3:16:56PM Page 15 I Hydraulic Analysis Job Number: 20-3562-02 R..rvrt fl .rintin (flI n PflCThA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6820 26.72 3.86 120 0.022319 131-0 Pt 4.471 1063 83 30-8% 30-0 42.211 47.003 4E(4-111/2), 3T(9-11), C(9-11), P0(9-11) 69-3% 200-3% Pc Pv 0.321 Route 29 ..... CM 4.2600 495.15 11.15 120 0.053541 10-11% Pf 0.588 19 88 24-11% 25-8 38.16 42.299 42.593 Flow (q) from Route 1 10-111/2 Pc Pv -0.294 RN 1.6820 34.91 5.04 120 0.036578 128-61/2 Pt 6.513 88 47 25-8 29-6 42.593 47.429 P0(9-11) 2T(9'-11),2E(4'-11%), P0(9-11) 49-6 178-0% Pc Pv -1.677 0 Route30 ..... CM 4.2600 460.24 10.36 120 0.046769 6-0 Pt 0.281 88 89 25-8 26-0 34.91 42.593 42.717 Flow (q) from Route 29 6-0 Pc Pv -0.158 CM 4.2600 426.28 9.60 120 0.040585 3-10 Pf 0.156 89 90 26-0 26-3 42.717 42.775 3-10 Pc Pv -0.098 CM 4.2600 391.62 8.82 120 0.034692 10-5 Pt 0.361 90 91 26-3 26-101/2 42.775 42.862 10-5 Pc Pv -0.275 CM 4.2600 358.27 8.06 120 0.029425 6-3 Pt 0.184 91 92 26-101/2 27-1% 42.862 42.935 6-3 Pc Pv -0.111 CM 4.2600 218.86 4.93 120 0.011824 3-81/2 Pt 0.044 92 93 27-1% 27-0 42.935 43.030 3-8% Pc Pv 0.051 RN 1.6820 32.47 4.69 120 0.031993 126-8 Pt 5.319 93 43 27-0 31-0 43.030 46.617 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3 Pc Pv -1.732 Route 31 ..... CM 3.2600_ - 139.40 5.36 .120 0.018889 40-91/2 Pt 1.659 92 53 27-1% 11-3 - 42.935 51.476 P0(20-2) 4tE(6-81/2) 47-0% 87-10 !e Pv 6.882 Route 32 ..... RN 1.6100 12.17 1.92 - 120 0.006446 0-7% Pt 0.056 94 67 11-10% 11-3 12.17 - - - 52.351 52.678 Flow (q) from Route 37 P0(8.0) 8-0 8-71/2 Pe Pv 0.271 -- - Route 33 ..... RN 1.6100 12.94 2.04 120 0.007224 0-71/2 Pt 0.062 95 68 11-101/2 11-3 12.94 52.395 52.728 Flow (q) from Route 38 P0(8-0) 8-0 8-7% Pc Pv 0.271 - - Route 34 ..... RN 1.6100 18.92 2.98 120 0.014584 0-71/2 Pt 0.242 53 96 11-3 11-10% 139.40 51.476 51.448 P0(8-0), Flow (q) from Route 31 1(8-0) 16-0 16-7% Pc Pv -0.271 BL 1.6820 18.92 2.73 120 0.011786 92-3 Pt 1.379 96 71 11-10% 11-10% 51.448 52.827 5E(4-111/,.) 24-9 117-0 Pc Pv -0.000 Route 35 ..... BL 1.6820 11.07 1.60 120 0.004367 88-31/2 Pt 0.537 97 78 11-10% 11-10% 11.07 51.817 52.354 Flow (q)from Route 47 5E(4-111/2), 4EE(2-5%) 34-8 122-11 Pc Pv -0.000 rob Route 36 ..... BL 1.6820 12.70 1.83 120 0.005635 92-3 Pt 0.659 98 76 11-10% 11-10% 12.70 51.764 52.423 Flow (q) from Route 46 5E(4-111/2) 24-9 117-0 Pc Pv -0.000 Route 37 ..... BL 1.6820 12.17 1.76 120 0.005209 85-7 Pf 0.523 99 94 11-10% 11-10% 12.17 51.828 52.351 Flow (q)from Route 45 4EE(2-5%), E(4-111/2) 14-10 100-5 Pc Pv Route 38 ..... RN 1.6100 12.94 2.04 120 0.007224 0-7% Pf 0.120 59 100 11-3 11-10% 51.978 51.827 P0(8-0) T(8-0) 16-0 16-7% Pc Pv -0.271 BL 1.6820 12.94 1.87 120 0.005838 92-3 Pt 0.568 100 95 11-10% 11-10% 51.827 52.395 E(4'-11%) 4-11% 97-2% Pc Pv , © M.E.P.CAD, Inc. 41R AutoSPRINK 2018 04.4.5.0 3/31/2021 3:16:56PM Page 16 §111-lydraulic Analysis Job Number: 20-3562-02 Rnnrt Frintinn ('fl fl PCflM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 39 ..... BL 1.6820 14.15 2.04 120 0.006886 92-3 Pt 0.806 101 77 11-101/2 11-10% 14.15 51.697 52.502 Flow (q) from Route 42 5E(4-111,4) 24-9 117-0 Pe Pv -0.000 Route 40 ..... BL 1.6820 15.88 2.29 120 0.008520 92-3 Pf 1.039 102 74 11-10% 11101/z 15.88 51.639 52.678 Flow (q) from Route 43 4E(4-111/z), T(9-11) 29-8% 121-11% Pe Pv -0.000 =...... Route 41 ..... BL 1.6820 13.33 1.92 120 0.006161 92-3 Pt 0.721 103 75 11-10% 11-10% 13.33 51.736 52.457 Flow (q) from Route 44 5E(4-111/2) 24-9 117-0 Pe Pv -0.000 Route 42 ..... RN 1.6100 14.15 2.23 120 0.008521 0-7% Pf 0.142 56 101 11-3 11-10% 51.826 51.697 P0(8-0) T(8-0) 16-0 16-7% Pe Pv -0.271 =. ..... Route 43 ..... RN 1.6100 15.88 2.50 120 0.010543 0-7% Pt 0.175 55 102 11-3 11-10% 51.735 51.639 P0(8-0) T(8-0) 16-0 16-7% Pe Pv -0.271 Route 44 ..... RN 1.6100 13.33 2.10 120 0.007624 0-7% Pf 0.127 57 103 11-3 11-10% 51.880 51.736 P0(8-0) T(8-0) 16-0 16-7% Pe Pv -0.271 Route 45 ..... RN 1.6100 12.17 1.92 120 0.006446 0-71/2 Pf 0.107 60 99 11-3 11-10% . - 51.992 51.828 P0(8-0) T(8-0) 16-0 16-71/2 Pe Pv -0.271 Route 46 ..... RN 1.6100 12.70 2.00 120 0.006972 0-7% Pt 0.116 58 98 11-3 11-101/2 51.919 51.764 P0(8-0) T(8-0) 16-0 16-7% Pe Pv -0.271 Route 47 ..... RN 1.6100 11.07 1.74 120 0.005404 0-7% Pt 0.090 61 97 11-3 11-10% 51.998 51.817 P0(8-0) T(8'-O) 16-0 16-71/2 Pe Pv -0.271 =. ..... Route 48 ..... RN 1.6820 33.96 4.90 120 0.034772 128-7 Pf 6.192 89 46 26-0 29-101/2 - 42.717 47.235 P0(9-11) 2T(9-11), 2E(4-11%), P0(9-11) 49-6 178-1 Pe Pv :1.674 - Route 49 ..... CM 4.2600 46.36 1.04 120 0.000670 0-11% Pt 0.001 34 104 25-1 . 25-1% 18.92 40.908 40.891 Flow (q) from Route 13 0-11% Pe Pv -0.017 RN 1.6820 0.78 0.11 120 0.000032 38-3 Pt 0.002 104 37 25-1% 30-21/2 - 40.891 38.696 P0(9-li) 2E(4-111/2), T(9'-11) 29-8% 67-11 Pe Pv -2.197 Route 50 ..... BL 1.6820 10.78 1.56 120 0.004163 8-0 Pt 0.033 2727 2725 30-1 30-1 54.65 35.427 35.460 Flow (q) from Route 14 8-0 Pe Pv Route 51 ..... CM 6.3570 45.58 0.46 120 0.000092 10-5 Pf 0.001 105 38 29-6 29-1% 45.58 48.381 48.560 Flow (q) from Route 52 10-5 Pe Pv 0.178 - Route 52 ..... CM 4.2600 45.58 1.03 120 0.000649 9-5% Pt 0.023 104 106 25-1% 25-6% 0.78 40.891 40.744 Flow (q) from Route 49 P0(26-4) 26-4 35-9% Pe Pv -0.171 RN 1.6820 45.58 6.58 120 0.059916 126-8 Pt 9.368 106 105 25-61/2 29-6 40.744 48.381 2T(9'-11), P0(9-Il) 29-81/2 156-4% Pe Pv -1.731 Route 53 ..... CM 4.2600 186.40 4.20 120 0.008785 10-5 Pt 0.091 93 107 27-0 26-8 32.47 43.030 43.266 Flow (q) from Route 30 10-5 Pe Pv 0.145 , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 v14.4.5.0 3/31/2021 3:16:56PM Page 17 Job Number: 20-3562-02 Pnrrt fl..,rinfinn CCI fl POCM I IHydrauIic Analysis 3/31/2021 3:16:56PM Page 18 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 154.29 3.47 120 0.006192 10-5 Pt 0.064 107 108 26-8 26-4 43.266 43.475 10-5 Fe Pv 0.145 RN 1.6820 31.86 4.60 120 0.030901 126-8 Pt 5.138 108 86 26-4 304 43.475 46.880 P0(9-11) 2T(9'-11), P0(9-11) 39-7 166-3% Pe Pv -1.733 =. ..... Route 54 ..... CM 4.2600 122.42 2.76 120 0.004036 10-5 Pt 0.042 108 109 26-4 26-0 31.86 43.475 43.662 Flow (q) from Route 53 10-5 Pe Pv 0.145 RN 1.6820 31.70 4.58 120 0.030616 126-8 Pt 5.090 109 85 26-0 30-0 43.662 47.019 P0(9-li) 2T(9'-11), P0(9-11) 39-7 166-3 Pe Pv -1.733 Route 55 ..... CM 4.2600 90.72 2.04 120 0.002318 7-6% Pt 0.017 109 1066 26-0 25-9 31.70 43.662 43.784 Flow (q)from Route 54 7-6% Fe Pv 0.105 Route 56 ..... RN 1.6820 31.22 4.51 120 0.029749 126-8 Pf 4.946 79 82 26-8 30-8 43.453 46.666 P0(9-11) 21(9-11), P0(9-11) 39-7 166-3 Fe Pv -1.734 - Route 57 ..... RN 1.6820 32.11 4.64 120 0.031346 126-8 Pt 5.212 107 87 26-8 30-8 43.266 46.745 P0(9-11) 2T(9-11), P0(9-11) 39-7 166-3% Fe Pv -1.733 Route 58 ..... RN 1.6820 33.35 4.82 120 0.033623 1 126-8 Pt 5.590 91 44 26-101/2 30-10 . 42.862 46.725 P0(9-11) 2T(9'-11), P0(9-11) 39-7 166-3 Fe Pv -1.727 Route 59 ..... RN 1.6820 34.66 5.00 120 0.036105 126-8 Pt 6.003 90 45 26-3 30-21/2 42.775 47.050 PO(9'-11) 2T(9'-11), P0(9-11) 394 166-3 Fe Pv -1.728 - - =. ..... Route 6O ..... RN 1.6820 107.32 15.50 120 0.292159 5-0 Pf 4.352 28 18 29-4% 24-4% 53.62 . 35.388 41.904 Flow (q) from Route 6 P0(9-11) 9-11 14-10% Fe Pv 2.164 = ..... Route 6i ..... BL 1.6820 25.40 3.67 120 0.020313 0-81/2 Pt 0.215 2603 15 29-8 29-8 29.87 23.093 23.309 Flow (q) from Route 9 T(9-11) 9-11 10-7 Fe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Di Schedule 40 Steel Pipe Inside ameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 I I I I I I Ii I I I 1 I I I I I I I 1111Hydraulic Analysis Job Number: 20-3562-02 rceport ljescrlpuon: LULU rcuujvu Pipe Type Diameter Flow Velocity HWC Friction Loss I Length IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream j Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 11140 Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fr FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve - - red Reducer/Adapter S Supply - -- - - sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler - St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f,©M.E.P.CAD, Inc. AutoSPRlNK2018vl4.4.5.0 3/31/2021 3:16:56PM Page 19 I I I I U I I I I I I I I Ll I I Iii I , © M.E.P.CAD, Inc. iflAutoSPRINK 2018 04.4.5.0 3/31/2021 3:17:02PM Page 20 I I I Western Fire Protection Inc. I I ThermoFisher Scientific Phase 2 5791 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 20-3562-02 Product Submittal I I I I I I I I 3-25-2021 13630 Danielson Street. Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I I I I I I I I I WErEFN.1 I FZ F' I D T C C F I D N.J Western Fire Protection Inc. I [1 I I I I I I I I I I r I 1 I 13630 Danielson Street 9 Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 I SECTION DESCRIPTION CONTENTS I I 1. SPRINKLERS GLOBE GL-QR UPRIGHT GL5615 GLOBE GL-QR UPRIGHT GL8118 I C. GLOBE GL-QR SEMI-RECESSED PENDENT GL5601 D. GLOBE GL-SR UPRIGHT GL8164 E. GLOBE GL-SR PENDENT GL8156 I F. G. MINIMAX DRY ELO SR PENDENT MX8546 TYCO ELO SR PENDENT TY5251 H. RELIABLE G5-56 WITH G5 SR GASKET RA3415 I. VIKING ELO UPRIGHT VK530 I J. VICTAULIC VICFLEX SERIES AH2-CC BRAIDED FLEXIBLE HOSE 2. PIPE & FITTINGS I BULL MOOSE SCH 10 & SCH 40 BLACK STEEL PIPE WHEATLAND SCH 10 & SCH 40 BLACK STEEL PIPE TEX-TUBE SCH 10 & SCH 40 BLACK STEEL PIPE I D. VICTAULIC FIRELOCK FITTINGS E. VICTAULIC FIRELOCK RIGID COUPLING #009N F. VICTAULIC FIRELOCK RIGID COUPLING #005H G. VICTAULIC FIRELOCK FLEXIBLE COUPLING #75 I H. VICTAULIC No. 50 CONCENTRIC GROOVED REDUCER I. VICTAULIC STYLE 750 REDUCING COUPLING - - J: VICTAULIC STYLE 920 MECHANICAL-T BOLTED BRANCH OUTLET K. VICTAULIC STYLE 922 MECHANICAL-T BOLTED BRANCH OUTLET I . L. MERIT WELDED OUTLET FITTINGS M. SMITH COOPER CAST IRON THREADED FITTINGS I - N. VICTAULIC FIRELOCK IGS FOR 1" PIPE 3. VALVES I A. WATTS SERIES 709 DCDA BACKFLOW ASSEMBLY B. POTTER PAV AUTOMATIC AIR VENT I . TOLCO FIG 200 ADJUSTABLE BAND HANGER TOLCO FIG 25 SURGE RESTRAINER I TOLCO FIG 100 ALL THREAD ROD TOLCO FIG 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG 4L IN-LINE SWAY BRACE ATTACHMENT TOLCO FIG 1001 SWAY BRACE ATTACHMENT I F. TOLCO FIG 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG 825 BAR JOIST SWAY BRACE ATTACHMENT I I. J. ERICO CADDY BRANCH LINE RESTRAINT TOLCO FIG 65XT REVERSIBLE STELL C-TYPE BEAM CLAMP K. TOLCO FIG 69 BEAM CLAMP RETAINING STRAP L. TOLCO FIG 58 THREADED SIDE BEAM BRACKET M. POWERS SNAKE+ THREADED SCREW ANCHOR I N. DeWALT SUSPENDER DUAL-DIRECTIONAL I I SECTION DESCRIPTION 5. MISCELLANEOUS I A. POTTER ELECTRIC VSR VANE TYPE WATERFLOW ARGCO FIRE SPRINKLER SPARE HEADBOX ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS I I I I I I I I Ii I I .1 I I MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY* I UR9bmF Technical__ 4077 SERIES GL-QR STANDARD COVERAGE, QUICK RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K-FACTOR: 2.8,4.Z 5.6, 8.0 GENERAL DESCRIPTION I I I I I I I I F I I.: I I I I I I I I Globe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and finishes as shown. Recessed escutcheons with either %" or %" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are additionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/ SEI 7 requirements for use in seismic design categories C, D & E. OPERATION - Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent, Recessed Pendent: GL2801, GL4201, GL5601,GL8101,GL8106 Approvals cULus" FM • LPCB • CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy. Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel SEP 2019 RECESSED PENDENT UPRIGHT PENDENT I upright at exposed to areas SEISMIC IBCIASCEISEI CODES RECESSED PENDENT structure FINISHES AND ACCESSORIES Finishes Factory Bronze • Chrome • White Polyester Black Polyester - special order Escutcheons Brass • Chrome • White Polyester. Black Polyester Wrenches Standard• Recess • 1/2" NPT • 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 6 GFS-1 00 FIGURE 1: STANDARD SPRINKLER WRENCH 1/zfl NPT PIN 325390 %" NPT PIN 312366 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft.-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. I I I I F11 I fl I FIGURE 2: RECESSED SPRINKLER WRENCH V NPT P/N 325391 V NPT P/N 325401 CAREAND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme I heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, I or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. I I I I I I SEP2019 GFS-1 00 PAGE 2 OF 6 Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). 1 I 1 I I I I I I I I I 1 I I I I I I TABLE A: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 (1) GL5615 " I GL8115 * I GL8118 (1) ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F(79°C) NA 175-F (79-C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147C105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) I 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. DEFLECTOR FRAME BULB 2-1/4" COMPRESSION SCREW I BULB SEAT (57.1 mm) WRENCH FLAT IGLOBE NPT 7/160 (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 DEFLECTOR FRAME COMPRESSION SCREW 2-7/16" BULB (62 mm) BULB SEAT WRENCH FLAT_~ff~LOBE 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 SEP 2019 GFS-1 00 PAGE 3 OF 6 I TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 (1) GL8I0I * GL8106 (1) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2(15mm) 1/2" (15mm) 1/2' (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175-F (79-C) NA 175°F(79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147C/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) U * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. I I I I I I I I I SEP2019 7/16" (11.1 mm) NOMINAL MAKE-IN 1/2NPT WRENCH FLAT BULB SEAT 2-1/4" BULB (57.1 mm) COMPRESSION SCREW________ -- FRAME DEFLECTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL8I0I 1/2" (12.7 mm) NOMINAL MAKE-IN 3/4" NPT 2-7fl6 WRENCH FLAT ULB SEAT BULB COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 GFS-1 00 PAGE 4 OF 6 37/8° (98mm). 4°(1)lmm) DJ.A. Mu HOLE IN CEILING REDUCER (3mm) MIN. (16mm) MAX.- (12mm) AD). (22mm) MAX.- (19mm) AD). 1, (25nm) MIN. 11/2° (38mm) MAX. - 1/2° AD). 13/4° (44mm) MAX. - 3/4° AD). FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. TABLE E: SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W I I I I I I I I I I I I I I I I I I I TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 (1)(2) GL5601 (1)(2) GL8I0I * (1)(2) GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) FM Approved 135°F (57°C) 135°F (57°C) Note: 1/2' Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F(141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) ('E NA NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) * FOR RETROFIT USE ONLY cULus LISTED CORROSION RESISANT SPRINKLER WITH POLYESTER COATING cULus I LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4° ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY 2 15/16° DIA.-' 2° DIA. MU.. HOLE IN CEILNG 129/32" 01,9. - ------__) - - REDUCER MIN CEILING-1 1MlN/8 RETAINER 13/4° MAX. FIGURE 7: RECESSED ESCUTCHEON TABLED: STANDARD ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 33201 326040 Brass 33202 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326C42-B SEP 2019 GFS-1 00 PAGE 5 OF 6 TABLE F. PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx IliL F SIN I I I TEMPERATURE -I Upright FINISH 7( GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL81OI 8101 GL8106 8106 —z- 135 135°F(57°C) 155 155°F (68°C) 4- 175 175°F(79°C) 200 200°F(93°C) 286 286°F(141°C) 01 I BRONZE $' 02 I CHROME f _____ Ped 03 I WHITE POLYESTER 04 I BLACK POLYESTER Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. ORDERING INFORMATION SPECIFY: SPRINKLER - Quantity" SIN• Orientation Orifice" NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity• Finish • Part Number (See TABLE D & TABLE E) WRENCH Quantity Part Number 1/2" NPT Standard ....................325390 3/4" NPT Standard ....................312366 1/2" NPT Recess . . . . . . . . . . . . . . . . . . . . . 325391 3/4" NPT Recess . . . . . . . . . . . . . . . . . . . . . 325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I 4077 Airpark Dr. Standish, Ml 48658 989-846-4583 • www.globesprinkler.com Technical Support. 989-414-2600. techservicegIobesprinkIer.com eo I SEP 2019 GFS-1 00 PAGE 6 OF 6 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 www.globesprinkler.com (:0 1bB3M Technical Support. 989414-2600 .techservicegIobesprinkler.com SERIES GL-SR STANDARD COVERAGE, STANDARD RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLER K-FACTOR: 2.8, 4.2, 5.6, 8.0 GENERAL DESCRIPTION Globe Series GL-SR sprinklers sheet are Listed Standard Response sprinklers which utilize a 5mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orientations. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in ac- cordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprinklers are available in various K-factors, temperatures and finishes as shown. Recessed escutch- eons with either %" or 3/4" vertical adjustment are available (See Approvals Table for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are ad- ditionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/SEI 7 requirements for use in seismic design categories C, D & E. OPERATION- Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. - TECHNICAL DATA SIN Upright: GL2861, GL4261, GL5661, GL8161 GL8164- Pendent, Recessed Pendent: GL2851, GL4251, GL5651, GL8151, GL8156 Approvals cULus•FM• LPCB•CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy• Seal - teflon Bulb - glass with glycerin solution, 5mm Escutcheon Assembly - carbon steel UPRIGHT PENDENT RECESSED PENDENT SEISMIC IBC/ASCE/SEI CODES RECESSED PENDENT FINISHES AND ACCESSORIES Finishes Factory Bronze • Chrome • White Polyester Black Polyester - special order Wax Coated - special order Escutcheons - - Brass • Chrome • White Polyester. Black Polyester Wrenches Standard" Recess • 1/2" NPT • 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE.- Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. DEC 2019 GFS-110 PAGE 1 OF 6 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft. -lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. FIGURE 1: STANDARD SPRINKLER WRENCH V NPT P/N 325390 V NPT P/N 312366 FIGURE 2: RECESSED SPRINKLER WRENCH 1/3• NPT P/N 325391 CARE AND MAINTENANCE 3/4fl NPT P/N 325401 Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet included within each box of sprin- klers. This sheet (GFS-840) is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). DEC 2019 GFS-110 PAGE 2 OF 6 TABLE A: UPRIGHT SPRINKLERS SIN GL2861 (1)(2) GL4261 ((2) GL5661 (1)(2)(3) GL8161 > GL8164 (1)(2)I3I ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2(15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4° (20mm) HAZARD* L.H. L.H ALL ALL ALL 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) CJLUS 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) NOTE: 500'F (260°C) available upon request without approvals. 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) P 4' IVI NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) - 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175-F (79-C) NA 175°F(79°C) Ref. No. 147c104 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) I 286°F (141°C) "NOTE: Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refer to the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. (1 )AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) EXCLUDING GL8161. AVAILABLE AS cULus LISTED, FM APPROVED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) FOR RETROFIT USE ONLY. DEC 2019 DEFLECTOR FRAME COMPRESSION SCREW BULB _________________________ 2-1/4° _______________________ (57.1 mm) BULB SEAT _______ WRENCH FLAT ________ LOB 1/2NPT 7/16" (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-SR UPRIGHT SPRINKLERS GL2861, GL4261, GL5661, GL8161 DEFLECTOR FRAME COMPRESSION SCREW 2-7/16" BULB (62 mm) BULB SEAT _______ WRENCH FLAT ______________________ OB 3/4° NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-SR UPRIGHT SPRINKLERS GL8164 GFS-11 0 PAGE 3 OF 6 I I I I I I I I I 1-- I I I I I I I I TABLE B: PENDENT SPRINKLERS SIN GL2851 (1)(2) 6L4251 ((2) GL5651 (1)(2) GL8151 (4) GL8156 (1) (2)(3) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD* L.H. LII ALL ALL ALL 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) NOTE: 500°F (260°C) available upon request without approvals 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) IA [-Iv' NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175°F (79°C) NA 175°F (79°C) Ref. No. 147c104 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) *NOTE. Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refer to the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) EXCLUDING GL 8151. AVAILABLE AS cULus LISTED, FM APPROVED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) (4) FOR RETROFIT USE ONLY. 7/16" (11.1 mm) NOMINAL MAKE-IN 1/2" NPT WRENCH FLAT 9019 BULB SEAT ___________________ 2-1/4" BULB -iJç (57.1 mm) COMPRESSION SCREW DEFLECTOR - I FRAME FIGURE 5: SERIES GL-SR PENDENT SPRINKLERS GL2851, GL4251, GL5651, GL8151 3/4" NPT- WRENCH FLAT- BULB SEAT BULB- COMPRESSION SCREW- 1/2" (12.7 mm) NOMINAL MAKE-IN a 2-7/16" M) DEC 2019 DEFLECTOR FIGURE 6: SERIES GL-SR PENDENT SPRINKLERS GL8156 GFS-11 0 PAGE 4 OF 6 4 1/2' (114mm)018. -- 3 7/6' (98mm)- 4'(lllmm) 018. MIN,- HOLE IN CEILING REDUCER - - F1/8" (3mm) MIN. 5/8' (16mm) MAX.- / 1/2' (12mm) AD). T 7/& (22mm) MAX.- 3/4' (19mm) AD). C-EILING Clip CUP 1/4mm) 25mm) MIN. 11/2° (38mm) MAX. U2 AD). 1 3/4 (44mm) MAX.- 3/4' AD) FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. -2 15/16' DIA. 2' ETA. MIS. HOLE IN CEILING -t 29/32' DL'.. REDUCER ______ CEIUNGJ CUP I MIN. - - RETAINER 13/4' MAX. FIGURE 7: RECESSED ESCUTCHEON I I I I I I I TABLE C: RECESSED PENDENT SPRINKLERS SIN GL2851 " GL4251 (1) GL5651 (1) GL8151*( GL8156 12> ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2' 1/2" 1/2" 1/2" 3/4" HAZARD* L.H. LI-I ALL ALL ALL 135°F (57°C) 135°F(57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) FM 135°F (57°C) 135°F (57°C) Note: %" Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175°F (79°C) NA 175°F (79°C) Ref. No. 147c104 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°C) 135°F (57°C) 135°F (57°C) CE NA NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) U *NOTE: Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refer to the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. FOR RETROFIT USE ONLY I (1) cULus/LPCB/CE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEION I I (2) FM APPROVED FOR BRASS FINISH ONLY TABLE D: RECESSED ESCUTCHEON TABLE E: SEISMIC ESCUTCHEON 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4"NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2' ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 112" NPT 3/4- NPT Chrome 326201 326208 White 326203-W 326210- DEC 2019 G FS-110 PAGE 5 OF 6 TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx T -L I SIN-1 I I TEMPERATURE GL2861 2861 GL4261 4261 GL5661 5661 GL8161 8161 GL8164 8164 GL2851 2851 GL4251 4251 GL5651 5651 GL8151 8151 GL8156 8156 135 135°F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F(141°C) 360 360°F(182°C) FINISH 01 BRONZE 02 CHROME 03 WHITE POLYESTER 04 BLACK POLYESTER 06 1 WAX COATED Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. ORDERING INFORMATION SPECIFY: SPRINKLER Quantity• SIN • Orientation • Orifice • NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity• Finish• Part Number (See TABLE D and TABLE E) WRENCH Quantity. Part Number 1/2" NPT Standard ...................325390 3/4" NPT Standard ...................312366 1/2" NPT Recess ....................325391 3/4" NPT Recess ....................325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 www.globesprinkler.com Technical Support• 989-414-2600 • techservice@globesprinkler.com 0 DEC 2019 GFS-110 PAGE 6OF6 I I I I F> a) F0i Ix, IQ 0 >< LL 0 I AxI I I Technical Data Sheet: MX8545 &I MX8546 tandard Response Extra Large Orifice Dry Pendent Sprinkler KII.O I I I I I I I DESCRIPTION Standard Response Dry Pendent Extra-Large Orifice (ELO) sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. These Dry Pendent ELO sprinklers are FM Approved for storage and non-storage applications. In certain FM cold storage installations, the Dry ELO sprinklers can provide a design advantage with lower overall water demands. In these applications, the sprinkler must be installed on a wet pipe system, per FM data sheet 8-9. In non-storage applications, when used in dry or preaction systems, the sprinklers are designed to prevent water or condensation from entering the drop nipple before the sprinkler operates. Standard Response Dry Pendent ELO Sprinklers are available in various finishes and temperature ratings to meet design requirements. The optional dry sprinkler boot assembly is intended to slow the exchange of air between the inside and outside of the freezer (or any dry sprinkler installation) to help prevent humidity and temperature differential in the area around the sprinkler. Condensation can lead to ice build-up, which could inhibit sprinkler operation or cause premature operation. If using the insulating boot assemblies included with your sprinklers (optional for installation), follow the installation instructions in this technical data page. Insulating boot assemblies, if used, shall be installed on smooth, flat, and clean surfaces. There are specific installation situations, as with corrugated ceiling panels, where alternative penetration sealing methods may be utilized. For additional information contact Minimax Fire Protection. LISTINGS AND APPROVALS FM Approved: Classes 2013 and 2015 WARNING: Cancer and Reproductive Harm- www.P65Wamings.ca.gov * Refer the Approval Chart and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1-1/4" NPT or 32 mm BSP Nominal K-Factor: 11.2 U.S. (161.3 metric**) for all listed and approved lengths Covered by the following U.S. Patents: 10,200,231 **Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass Fusible Link Assembly: Beryllium Nickel, coated with Polyurethane Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C36000 Pip Cap Adapter: Brass UNS-C36000 Orifice: Brass UNS-C36000 Tube: ERW Hydraulic Steel Tube Barrel End and Threads: QM Brass Support (Internal): QM Brass Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080 Available Finishes and Temperature Ratings: Finish Chrome White Polyester Temperature 165 °F (74 °C) 205 °F (96 °C) 280 °F (138 °C) Suffix F M-W Suffix C E G Ordering Information: (Refer to Table 1.) LL © 2018 1 Minimax Fire Protection 1 321 Industrial Park Dr. I Hastings, Ml 49058 1 www.minimax-fire.com Page 1/6 s-I F' Instructions: Using the sprinkler base part 1j1Ji1.II (1) add the suffix (2) add the suffix : :desired Finish desired Temperature Rating. (3) Add the "A" Dimension Size 1: Finishes 2: Temperature Ratings SIN Sprinkler Base Part Style NPT (Model) No. Description Suffix' Nominal Rating3 Max. Ambient Frame Paint Ceiling Suffix Inch Color Temperature2 MX8545 61339 Adjustable Recessed 1-1/4 Chrome F 165 "F (74 "C) None 100 "F (38 "C) C MX8546 61340 Adjustable Standard 1-1/4 White Polyester M-W 205 °F (96 "C) White 150 "F (65 "C) E - 280"F(138°C) Blue 225"F(107°C) G The "A" Dimension is the distance as measured from the face of the fitting 18 (457)in which the sprinkler will be installed 24 (610)to the face of the finished ceiling in the 3. Available "A" Lengths 12 (305) P A 30 (762)protected area Inches (mm) 36 (914)ROUNDED TO THE NEAREST 6" 42 (1067) (153 MM) INCREMENT 48(1219)See Figures 2 and 3 for adjustments and more information. Example: 61339FC12 is a MX8545 with a Chrome finish and a 165° F (74° C) temperature rating with "A" dimension of 12 inches. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 "F (38 "C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature-rated sprinkler. Accessories Sprinkler Wrench4 : Socket Wrench (for Recessed sprinklers): Part No. 19748WB5 Replacement Escutcheons: Adjustable Standard Dry Escutcheon: Base Part No. 61887. Recessed Dry Escutcheon Cup: Base Part No. 61885. Dry Barrel Seals: (NOTE: I seal is included with each MX8545 or MX8546) Part No. 61879MW Footnotes I. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. Based on NFPA 13 Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The MX8545 is not available with a 280 "F (138 "C) temperature rating. For Standard Adjustable sprinklers, use a pipe wrench applied on the inlet housing. S. Requires a 1I2 ratchet; not available from us. I I I I I I I I I 4. INSTALLATION Refer to the applicable FM Loss Prevention data sheets. Refer to appropriate NFPA Installation Standards. I 5. OPERATION During fire conditions, the heat-sensitive fusible element assembly disengages, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to suppress the fire. INSPECTIONS, TESTS, AND MAINTENANCE I Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Model MX8545 and MX8546 Sprinklers are available through a network of domestic and international distributors. See the web I site for the closest distributor or contact us. GUARANTEE For details of warranty, refer to the current list price schedule or contact us directly. I © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, Ml 490581 www.minimax-fire.com Page 2/6 Approval Chart - FM -Temperature KEY I Standard Response Large Orifice Dry Pendent Sprinklers Finish AIXI Escutcheon (if appIicabIe) Maximum 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal Order Length FM Approvals Base SIN Style K-Factor2 Increment Part No.' (Refer also to Design Criteria below.) NPT Inches U.S. I metric3 Inches mm 61339 MX8545 Adjustable Recessed 1-1/4 11.0 I 161.3 6" I 153 Al 61340 MX8546 Adjustable Standard 1-1/4 11.0 161.3 6" 153 B2 Approved Temperature Ratings Approved Finishes and "A" Dimensions A - 165 °F (74 °C) and 205 °F (96°C) - Chrome and White Polyester, with 'A" dimensions 12" to 48" (305 to 1,22 m) B - 165°F (74 "C), 205 °F (96°C) and 280 °F (138 °C) 2- Chrome, and White Polyester iwth a Chrome or White Polyester Sleeve and "A" Escutcheon with dimensions 12" to 48" (305 to 1,22 m) Footnotes Part number shown is the base part number. For complete part number, refer to current price list schedule. K-Factor applies for standard lengths ("A" Dimensions indicated above). Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the FM approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Design Criteria - UL (Also refer to Approval Chart above.) NOTE: When using CPVC fittings with Minimax Fire Protection dry sprinklers, use only new Nibco Model 5012-S-BI tees. When selecting other CPVC fittings, contact Minimax Fire Protection. ELO Dry Pendent Sprinklers in the Approval Chart above are FM Approved as Standard Response standard spray storage sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (includ- ing 2-0) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE The FM installation guidelines may differ from cULus and/or NFPA öriteria. IMPORTANT: Always refer to Form No. FX_091699 - Care and Handling of Sprinklers. Also refer to Form No. FX_080614 for general care, installation, and maintenance information. Minimax Fire Protection sprinklers are to be installed in accordance with the latest edition of Minimax Fire Protection technical data, the appropriate standards of NFPA, FM Global or other similar organizations, and also with the provi- sions of governmental codes, ordinances, and standards, whenever applicable. Figure 1: Sprinkler Wrench © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, Ml 490581 www.minimax-fire.com Page 3/6 I I Finished ceiling 1-7/8" (48 mm) diameter 10" (254 mm) Maximum 'I! Figure 2: Adjustable Standard Dry Pendent Sprinkler "A" Dimension and 11I4" 132 mm) tee 1-1/4" NPT (32 mm) nimum ceiling opening mter: 2" (51 mm) aximum ceiling opening 3meter: 2-3/8" (61 mm) 3/16" (21 mm) eve finish 'atches utcheon cIQ 111111) Minimum For "A" Dimension: Determine the distance from the face of the tee to the finished ceiling. Round to the nearest 6" (153 mm) increment between 12" and 48" (305 mm and 1,22 m). Per "A" dimension, the deflector will be located approximately 4" (102 mm) below the ceiling. Deflector at minimum distance below ceiling. NOTE: To locate the deflector at the minimum distance below the ceiling, with no upward adjustment available, order the dry pendent sprinkler as per the "A" dimension. Deflector at maximum distance below ceiling. NOTE: To locate the deflector at the maximum distance below the ceiling, with no downward adjustment available, order the dry pendent sprinkler 6" (153 mm) longer than the "A" dimension. 1-1/4" (32 mm) tee For "A" Dimension: Determine the distance from the face of the tee to the finished ceiling. For adjustable recessed the "A" dimension must be a minimum of 12" i/4"NPT (305 mm) up to 48" (1,22 m) in 6" (153 mm) increments. T4(32 mm) Minimum ceiling opening diameter: 2-5/8" (67 mm) (Maximum ceiling opening diameter: 3" (77 mm) Adjustment: NOTE: The sprinkler will be recessed approxi- ___ t~/i' F 5/16" (8 mm) mately 5/16" (8 mm) above the finished ceiling __ t Finished Minimum: with 5/8" (16 mm) vertical adjustment available. 1" (26 mm) ceiling I 3- ~Mamum: II (80 mm 1-5/8" (43 mm) Figure 3: Adjustable Recessed Dry Pendent Sprinkler "A" Dimension and Adjustments © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, Ml 490581 www.minimax-fire.com Page 4/6 Install 1-1/4" NPT (32 mm BSP) threaded end of dry pendent sprinkler into the 1-1/4" NPT (32 mm BSP) outlet of a malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast iron threaded tee fitting per ANSI 16.4 (Class 125) Minimum ceiling opening diameter: 2" (51 mm) Maximum ceiling opening diameter: 2-3/8' (61 mm) --,, 13/16" (21 mm) Ji \ Sleeve finish matches 3-7/8" escutcheon (99 mm) Exposed barrel L Ceiling "(48 mm) liameter (Protected area) ci > a) CD q 0 to Co 0 0 X U L z E 0 LL - Ambient Temperature of Protected Area at the Discharge End of the Sprinkler Exposed Barrel Ambient Temperature 40'F(4C) 50F(1 0C) 60"F(16"C) Exposed Minimum Barrel Length** Face of Tee to Top of Ceiling In. (mm) 40°F(4°C) 0 0 0 30°F(-4°C) 0 0 0 20 °F(-7 'C) 4 (102) 0 0 10 0F(-12°C) 8(203) 1(26) 0 0 °F(-18 °C) 12 (305) 3 (76) 0 -10 °F(-23 'C) 14 (356) 4(102) 1(26) -20 °F(-29 'C) 14(356) 6 (152) 3(76) -30 °F(-34 °C) 16(406) 8 (203) 4(102) -40 °F(-40 °C) 18(457) 8(203) 4 (102) -50 °F(-46 °C) 20 (508) 10 (254) 6 (152) -60 °F(-51 'C) 20 (508) 10 (254) 6 (152) I I I I I I H I Seal the clearance space around the sprinkler to avoid leakage of air into the protected area and consequent formation of condensate around the frame, which could inhibit operation or cause premature operation. Refer to Figure 5 below. If humidity and temperature differential causes condensation on the exposed dry sprinkler, consider wrapping the exposed barrel with insulation, foam insulating tape, or equivalent. Deflector at minimum distance below ceiling. NOTE:. To locate the - deflector at the minimum distance below the ceiling, with no upward adjustment available, order the dry pendent as per the "A" dimension. -. 4" (102 mm) Minimum NOTE: To locate the - deflector at the maximum distance below the ceiling, with no downward adjust- 10 ment available, order the (254 mm) dry pendent sprinkler 6" Maximum (153 mm) longer than the - 'A' dimension. Deflector at maximum distance below ceiling. *The protected area refers to the area below the ceiling. The ambient temperature is the temperature at the discharge end of the sprinkler. - - - For protected area temperatures that occur between the values listed, use the next cooler temperature. **The minimum required barrel length is not the same as the "A' dimension. Refer to Figures 2-3 for the "A" dimension. NOTE: Exposed minimum barrel lengths are inclusive up to 30 mph wind velocities. Figure 4: Dry Pendent Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry Pendent Sprinkler is shown) © 2018 1 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 49058 1 www.minimax-fire.com Page 5/6 ,.- Boot assembly (optional) / Part No. 61879MW (or equivalent method) Insulated ceiling Dry Sprinkler Seal on the Exterior of the ceiling Seal Elm Insulated ceiling Dry Sprinkler Seal Within the ceiling Figure-5: Dry Sprinkler Seal (Adjustable Standard Dry Pendent Sprinkler is Shown) © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 49058 1 www.minimax-fire.com Page 6/6 for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity, should be consid- ered, as a minimum, along with the cor- rosive nature of the chemical to which the sprinklers will be exposed. An upright intermediate level version of the Series ELO-231B Sprinklers for in-rack applications can be obtained by utilizing the Series ELO-231B Upright Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Series ELO-231B Sprinklers can be obtained by utilizing the Series ELO-231B Pendent Sprinkler with the WS-2 Shield. If there is a pos- sibility of the pendent intermediate level version being exposed to mechanical damage, a G-2 Guard can be added. NOTICE The 11.2 K-factor, Series ELO-231B Upright and Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Installation of Series ELO-231B Pendent Sprinklers in recessed escutcheons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and/or Listings. Sprinkler Identification Numbers (SINs) Refer to Table A for sprinkler identifica- tion numbers. AUGUST 2018 TFP342 Worldwide tLICLIO Contacts www.tyco-fire.com Series ELO-231B - 11.2 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage I I I I I I I I I I I I I I H H I General Description TYCO Series ELO-231B 11.2K Standard Response, Standard Coverage Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprinklers of the frangible bulb type. They are standard response, spray sprinklers that produce a hemi- spherical water distribution pattern below the deflector. The 11.2 K-factor, ELO-231B Sprinklers were subjected to full-scale, high-piled storage fire tests to qualify their use in lieu of 5.6 or 8.0 K-factor standard spray sprinklers for the protection of high-piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K-factor, ELO-231B Sprinklers, making their use highly advantageous in high density applications, such as the pro- tection of high-piled storage. - Wax or lead coatings can be used to extend the life of the copper alloy components used in Series ELO-231B Sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax, lead, and polyester coated sprin- klers have passed the standard corro- sion tests of the applicable approval agencies, the testing is not repre- sentative of all possible corrosive atmospheres. Consequently, it is rec- ommended that the end-user be con- sulted with respect to the suitability of these corrosion resistant coatings IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. I Page I of 6 T_ I 2-13/16 (71,4 mm) TYP. VRENCH FLATS I I QMINAL /16 (11,1 mm) MAKE-IN L 1/2(12,7mm) NOMINAL MAKE-IN I r I Operation - Design Criteria The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. UL and C-UL Listing Requirements TYCO Series ELO-231B 11.2K Standard Response, Standard Coverage Upright and Pendent Sprinklers are to be installed in accordance with NFPA 13 standard sprinkler position and area/ density flow calculation requirements for light, ordinary, or extra hazard occu- pancies, as well as high-piled storage occupancies (solid-piled, palletized, rack storage, bin box, and shelf storage including but not limited to Class l-IV I TFP342 Page 2 of 6 I 1/2(12,7mm) NOMINAL MAKE-IN 3/4" t NPT HREAD RELIEF IPT W Components: 1 - Frame "Ii 2 - Seal Assembly Cap Bulb 5 - Compression Screw 6 - Deflector* * Temperature rating is indicated on deflector. I UPRIGHT UPRIGHT PENDENT CROSS TY5851 TY5151 TY5251 SECTION FIGURE 1 SERIES ELO-231B 11.2K UPRIGHT 3/4 INCH NPT (TY5151), UPRIGHT 1/2 INCH NPT (TY5851), AND PENDENT 3/4 INCH NPT (TY5251) SPRINKLERS, STANDARD RESPONSE Item Description TY5151 - Upright 3/4 in. NPT TY5251 -Pendent 3/4 in. NPT TY5851 - Upright 1/2 in. NPT Sprinkler Identification Number (SIN) TY5151 is a re-designation for Central SIN C5151. TY5251 is re-designation for Central, Gem, and Star SINs C5251, G1871, and S2531, respectively. TY5851 is a re-designation for Central SIN C5851. K-factor, (gpm/psi) (lpm/bar) 11.2 GPM/p5i½ (161,4 LPM/barV) 155 F(68 C)1 Temperature Rating F ("C)1 200 F (93 C) 286 F(141 C) Thread Size 3/4 in. NPT or 1/2 in. NPT Sprinkler Orientation Upright/Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) Note: 1. Refer to Table C for laboratory listings and approvals. TABLEA SERIES ELO-231B 11.2K UPRIGHT AND PENDENT SPRINKLERS TECHNICAL DATA I I I I I Technical Data Approvals - UL and C-UL Listed FM Approved NYC Approved Refer to Table C for specific details on - laboratory and approvals, including - corrosion-resistant status. The approv- als apply to the service conditions indi- cated in the Design Criteria section.) Finishes Refer to Table C - - -. Physical Characteristics Frame ............................Broniè cap ..............................Bronze SeãlingAsseñiblr BerylliumNikelWTrEF[ON -- Bulb (5 mm dia.) .....................Glass Compression Screw .................Bronze Deflector ...........................Bronze Additional Technical Data Refer to Table A for additional techni- cal data. and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. Refer to Table B for additional information. FM Approval Requirements The 11.2 K-factor, Model ELO-231B Sprinklers are to be installed in accor- dance with the applicable control mode density/area guidelines provided by FM Global. Note: FM Approval guidelines may differ from UL and C- UL Listing criteria. I I I I I I I ill I I I I I I TFP342 Page 3 of 6 Storage Type NFPA FM Global Sprinkler Type Standard Coverage Storage Response Type SR SR System Type Wet, Dry Wet, Dry 155 F (68 C)1 155 F (68 C)1 Temperature Rating °F (°C)1 200 F (93 C) 200 F (93 C) 286 F (141 C) 286 F (141 C) Open Frame (that is, no solid shelves) Single, Double, Multiple- Row, or Portable Racj Storage of Class -IV and Group A or B Refer to NFPA 13 Refer to FM 2-0 and 8-9 Plastics Solid Pile or Palletized Storage of Class I-IV and Group A or B Refer to NFPA 13 Refer to FM 2-0 and 8-9 Plastics Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Rolled Paper Storage (Refer to the standard.) Refer to NFPA 13 Refer to FM 8-21 Flammable Liquid Storage (Refer to the standard.) Refer to NFPA 30 Refer to FM 7-29 Aerosol Storage (Refer to the standard.) Refer to NFPA 30B Refer to FM 7-31 Automotive Components in Portable Racks (Control mode only, Refer to NFPA 13 N/A refer to the standard.) Note: 1. Refer to Table C for laboratory listings and approvals. N/A - Not Applicable TABLE B SERIES ELO-231B 112K UPRIGHT AND PENDENT SPRINKLERS COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW SPRINKLER FINISH SPRINKLER TEMPERATURE BULB TYPE RATING LIQUID NATURAL CHROME LEAD WAX WAX-OVER-LEAD BRASS I PLATED COATED COATED COATED 155°F (68°C) Red UPRIGHT (TY5151 &TY5851) 1,2,3,4 200°F (93°C) Green 286°F (141°C) Blue 3 3a PENDENT I 155°F (68°C) Red 1, 2, 3, 4 200°F (93°C) Green 286°F (141°C) Blue 3 Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Approved by FM Global (FM Approvals) Approved by the City of New York (NYC) under MEA 291-04-E a. Listed/Approved for a maximum ceiling temperature of 150°F (66°C). TABLE C SERIES ELO-231B 11.2K UPRIGHT AND PENDENT SPRINKLERS, STANDARD RESPONSE LABORATORY LISTINGS AND APPROVALS TFP342 Page 4 of 6 I 1 I . I I I' I I I FITTING SIDE TOWARDS SPRINKLER FITTING /\ WRENCH RECESS / (END "A") FIGURE 2 W-TYPE 3 SPRINKLER WRENCH Installation TYCO Series ELO-231B 11.2K Stan- dard Response, Standard Coverage Upright and Pendent Sprinklers must be installed in accordance with this section. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lb-ft (13,4 to 26,8 N.m). A leak-tight Notes: Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approxi- mately 1/16 in. (1,6 mm) for-the 155°F (68°C) to 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. Do not attempt to make up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the -sprinkler. Re:adjust the position of the sprinkler fitting to suit. The Series ELO-231B Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Note: Pendent sprinklers are to be installed in the pendent position; upright sprinklers are to be installed in the upright position. Step 1. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 in. or 10 in. adjustable wrench is to be used for wax-coated sprinklers. With reference to Figure 1, the W-Type 3 Sprinkler Wrench or the adjustable wrench, as applicable, is to be applied to the wrench flats. When installing wax-coated sprinklers with the adjustable wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench-tightening the sprinkler, the jaws of the wrench are to be adjusted to just contact the sprin- kler wrench flats. After wrench-tight- ening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be inspected and the wax coating retouched (repaired) whenever the coating has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gently applying a heated 1/8 in. diam- eter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed.. - - Notes: Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod-should be heated only to the point at which it can begin to melt the wax, and appropriate precau- tions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- Oéssfü!, additional wax can be ordered in the form of a wax stick (the end of which is color-coded). Only the correct color-coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previ- ously described, touch the rod to the area requiring additional wax with the rod angled downward, and then touch the wax stick to the rod approximately 1/2 in. away from the area requiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance TYCO Series ELO-231B 11.2K Standard Response, Standard Coverage Upright and Pendent Sprinklers must be main- tained and serviced in accordance with this section. Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin.._ kiers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. For additional information, refer to Installation section. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verify the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation, such as NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. I 1/2 in. NPT sprinkler joint should be obtained by applying a minimum-to- maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque I can distort the sprinkler inlet with con- sequent leakage or impairment of the sprinkler. I TFP342 Page 5 of 6 PIN 50-XXX--X-XXX SIN _L SPRINKLER FINISH NATURALBRASS 501 11.2K UPRIGHT (1/2 in. NPT) 1Y5851 1 WAX COATED 510 11.2K UPRIGHT (3/4 in. NPT) TY5151 6 LEAD COATED 512 11.2K PENDENT (3/4 in. NPT) TY5251 7 8 WAX-OVER-LEAD COATED ('I_i DC 1A _!_ 'CAI I TABLED SERIES ELO-231B 11.2K UPRIGHT AND PENDENT SPRINKLERS, STANDARD RESPONSE PART NUMBER SELECTION I Ii I I I 1 I TEMPERATURE RATING 155 155-F (68-C) 200 200°F(93°C) 286 286°F (141°C) It is recommended that automatic sprinkler systems be inspected, tested, Ordering and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Sprinkler Assemblies with Limited NPT Thread Connection Specify: Series ELO-2318 11.2K Stan- dard Response (specify Pendent Warranty or Upright) Sprinkler, SIN (specify), - For warranty terms and condition ylsl:t (specify temperature rating), with (specify) fin1sh P/N (specify from Table www.tyco-fire.com. D) Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, - P/N 56-895-1-001 I I I I Ii I Wax Sticks (for retouching wrench-damaged wax coating) Specify: (specify Color) color-coded Wax Stick for retouching (specify tem- perature rating) temperature rated Series ELO-231B Sprinklers, P/N (specify): Red for 155°F (68°C) ...........56-065-1-155 - - - - Blue for 200°F (93°C) - and 286°F (141°C) .............56-065-1-286 Notes: Each wax stick is suitable for retouching up to twenty-five sprinklers. The wax used for 286°F (141°C) sprin- klers is the same as for 200°F (93°C) sprinklers, and, therefore, the 286°F (141°C) sprinkler is limited to the same maximum ceiling temperature as the - 200°F (930C)sprinkler, such as 150°F (66°C). I I I I I I I TFP342 Page 6 of 6 I U I I I I I I I I I I I I I I I I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 ,jj 0f 02018 Johnson Controls. All rights reserved. All specifications and other Information shown were current as of document revision dale and are subject to change without notice. Johnson NAT1OSAI. FIRE PROTECTION ASSOCLATION and NFPA one registered trOduvnu,tna SI National Fire Protection Association; TEFLON so registered trademark of Dupont Controls Model G5 Cover Plate Model G5 Cover Plate with OR Gasket I I 1 I I:] I Bulletin 034 February 2021 Relmlabii Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric]) Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table I). 3/4-inch (19 mm) cover plate adjustment. Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. All Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response (OR) gasket, or a Model G5 cover plate with a standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms. Model G5 sprinklers must only be used with the Model G5 cover Note: Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Srrinkler Summary Sprinkler Model K-Factor gpm/psi112 (L/min/bar" - Cover Plate Model' Listings and Approvals Sensitivity Max. Working Pressure psi (bar) Sprinkler Identification Number (SIN) G5-28 2.8 - - (40) G5 cULus OR 175(12) SR RA3411 FM SR G5 OR Gasket cULus OR G5 SR Gasket cULus, FM -42 G5 42 4.2 (60) G5 cULus OR 175(12) SR RA3413 G5ORGasket G5 SR Gasket cULus 5.6 (80) 1 G5 ____________________ cULus OR 250 (17) I RA3415 I FM, LPCB, VdS, CE SR 175 (12) G5-56 G5 OR Gasket cULus OR 250 (17) G5 SR Gasket __ cULus SR 250 (17) FM SR 175 (12) I G5-56 300 5.6 (80) G5 cULus OR 300 (21) SR RA4014 G5 OR Gasket G5 SR Gasket cULus - G5-80 8.0 (115) G5 cULus OR 175(12) SR RA3412 G5ORGasket G5 SR Gasket cULus G5-80F 8. 0 (115) G5 FM SR 175 (12) ____________ RA3417 G5SRGasket www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 RI!2 Nominal K-Factor: 2.8 (40 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table B) Cover Plates Model G5 Model G5 OR Gasket (cULus only) Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16' [-.- Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4° (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 1-3!16°(5 mm) , 3-5/16' (84 mm) Dia. -i \___ Ceiling Cover Plate Model Listing or Approval Agency cULus FM G5 - OR SR G5 OR Gasket QR G5 SIR Gasket SR SR Uft Quick-response SR: Standard-response Bulletin 034 Page 2 of 9 February 2021 www.reliablesprinkler.com - Model G5-28 Sprinkler Sensitivity Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 RI/2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table C) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) Model G5-42 Sprinkler Components and Dimensions i!IJiV 2-5/16° Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling t 3/4(l9 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 1-3/16'(5mm) - 3-5/16" (84 mm) Dia. H Ceiling Model G5-42 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 OR G5 QR Gasket OR G5 SR Gasket SR UK: UuIcK-response SR: Standard-response I I I Bulletin 034 February 2021 Page 3 of 9 www.reliablesprinkler.com I I I I I I I Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) (cULus, FM, LPCB, CE only) Sensitivity (See Table D) Cover Plates Model G5 Model G5 QR Gasket (cULus only) Model G5 SR Gasket (cULus and FM orgy) Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed (2831-CPR-S2062) I Model G5-56 Sprinkler Components and Dimensions 2-5/16" - I Threads Body Cup I Tower Fusible Link I Deflector (retracted) - -Pin (extended) Deflector (extended) I Ceiling - Cover Plate Adjustment Model G4/G5 Cover Plate -3/16(5mm) Ceiling I I I I I I I Model G5-56 Sensitivity Cover Plate Model Listing or Approval Agency _______________________ - cULus FM LPCB, VdS CE G5 QR SR SR G5 QR Gasket QR -- -- G5SRGasket SR SR - UK: Uutck-response SR: Standard-response Bulletin 034 Page 4 of 9 February 2021 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R12 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with FIFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table E) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions h Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate r36"(5 mm) 3-5/16" (84 mm) Dia.-1 \— Ceiling Model G5-56 300 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 OR G5 OR Gasket OR G5 SR Gasket SR Ut-C UuIcK-response SR: Standard-response Bulletin 034 Page 5 of 9 February 2021 www.reliabIesprinkler.com • Threads— Body Tower Cup Fusible Link - Deflector (retracted) - I Fin (extended) - Deflector (extended) I Model G5-80 Sensitivity I G5 G5 OR Gasket G5 SR Gasket I QR: Quick-response SR: Standard-response I - .. Cover Plate Model - - Listing or Approval Agency cULus OR OR SR 3/4'(l9 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate Ceiling 3-5/16° (84 mm) Dia. Ceiling 3/16(5 mm) Technical Specifications Style: Fiat Concealed Pendent Threads: 3/4 NPT or ISO 7-1 R/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with FIFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table F) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16° h1 I I I - Bulletin 034 Page 6 of 9 February 2021 www.reliablesprinkler.com Ceiling 3/4° (19 mm) Max. Cover Plate Adjustment 1-3/16°(5mm) Model G4/G5 Cover Plate 3-5/16° (84 mm) Dia.—.I \— Ceiling Technical Specifications Style: Flat Concealed Pendent Threads: 3/4' NPT or ISO 7-1 R/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with FIFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Stainless Steel Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity Standard Response Cover Plates Model G5 Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved I I Model G5-80F Sprinkler Components and Dimensions I 2-5/16° Threads Body Cup - - Tower Fusible Link Deflector (retracted) I Pin (extended) Deflector (extended) I Model G5-80F Sensitivity I I. Cover Plate Model Listing or Approval Agency - FM G5 SR G5SR Gasket SR SR: Standard-response I I I I I Bulletin 034 February 2021 Page 7 of 9 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Mm. to Max. Mm. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter in Adjustment to Deflector Temperature Model Inch Ceiling Inch Ceiling1 Distance Rating (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) 3-/16 (mm) G5 (84) 2-/8 3/4 1 1/2 to 2-1/4 1/4 to 1 135°F 3> (57°C) G5 OR Gasket(') 311/16 (94) (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket(2) (101 mm) 165°F14> (74°C) Notes: Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2 ' x /2 brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. Model G5 OR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Ml G5 OR Gasket and Model G5SR Gasket cover elates and gaskets are not interchangeable. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). I I I I I I I I I I I I I I I I I I I Cover Plate Finishes12) = fl1Fi Standard Finishes Special Application Finishes White Paint Off-White Paint Chrome(4) Black Paint - Custom Color Paint (Specify)>3> Raw Brass (Lacquered) Bright Brass(4) Finished Bronze >4> Black Plated >> Satin Chrome >4> - Stainless Steel Clad(') Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Cover plates do not carry corrosion resistant listings or approvals. Custom color paint is semi-gloss unless specified otherwise. Not-listed for use with OR sealing gasket. Stainlesssteel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick-response (QR) or Standard-response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G5 flat cover plates. Model G5 OR Gasket and G5 SR Gasket cover plates are available to limit air and dust movement through the ceiling. Bulletin 034 February 2021 Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or approved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) EC-Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model G5 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Page 8 of 9 www.reliablesprinkler.com Model FC For use with Model G5 Series sprinklers without wrench-able cap installed Model W3 For use with Model G5 Series sprinklers with wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table J. Installation Torque Recommended Installation Sprinkler Threads I Torque (mm. - ft.lb I N.m 1A"NPTorlSO71R1/2 1 8-18 1 11-24 %" NPT or 1S07-1 R3/4 1 14-20 1 19-27 Do not exceed the maximum recommended torque. Exceeding the maximum rêc&mended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re-placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 91248,327 Ordering Information Specify the following when ordering. Sprinkler Model [G5-28] [G5-42] [G5-56] [G5-56 300] [G5-80] [G5-80F] Temperature Rating [165°F (740C)] [212°F (100°C)] Threads [NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate I sprinkler system maintained in accordance with NFPA 25, as well Model [G5, G5 OR Gasket, G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. Finish (See Table I) I Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for Sprinkler Wrench . Model W3 damage to sprinklers that could cause improper operation or non- Model FC operation. I Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. I Bulletin 034 Page 9 of 9 February 2021 www.reliablesprinkler.com R. I Page 1 of 5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER 41II VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. I I I 1. DESCRIPTION The Viking Standard Response ELO Upright Sprinkler VK530 is a thermosensitive glass bulb spray sprinkler available in several different finishes and temperature ratings to meet design requirements. The special Polyester, PTFE, and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors I are desired. In addition, these coatings have been investigated for installation in corrosive environments and are listed/approved as indicated in the Approval Charts. The extra-large orifice provides greater flows at lower pressures than standard orifice or large orifice sprinklers. This feature allows reduced pipe sizing for hydraulically calculated sprinkler systems, which require high densities of water. Viking Standard Response Extra-Large Orifice Sprinklers may eliminate the need for a fire pump or reduce the size of the pump if it is required. On existing systems, replacing large orifice sprinklers with extra-large orifice sprinklers may provide the higher densities required to allow an increase in the hazard classifica- tion of an occupancy. Viking standard response sprinklers may be ordered and/or used as open sprin- klers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions below. - wrench boss. WARNING: Cancer and Reproductive Harm- I www.P65Wamings.ca.gov I I I LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2009 ceus Refer to Approval Chart I and Design Criteria on page 3 for cULus Listing - requirements, and refer to Approval Chart 2 and Design Criteria on page 4 for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1992. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 3/4" NPT or 20 mm BSP Nominal K-Factor: 11.2 U.S. (161.3 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-5/16" (58.7 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 5 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Compression Screw: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape For PTFE Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sorinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap-ENT plated Form No. F_010692 18.10.11 Rev 18.2.P65 Replaces Form No. F_010692 Rev 18.2 (Added P65 Warning.) I I I I I I I I I Page 2 of 5 STANDARD RESPONSE II(IF1G ELO UPRIGHT SPRINKLER VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Extra-Large Orifice Upright Sprinkler VK530 by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, Black PTFE = N, Wax Coated = C, ENT =JN Temperature Suffix (°F/°C): 155°/68° = B, 175°I79° = D, 200°I93° = E, 286°/141° = G, OPEN = Z (PTFE only). For example, sprinkler VK530 with a Brass finish and a 155 °F168 °C temperature rating = Part No. 09679AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 05118CW/B (available since 1981). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Standard Response Extra-Large Orifice Upright Sprinkler VK530 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_010692 18.10.11 Rev 18.2.P65 I I I Page 3 of 5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER VK530 (STORAGE-DENSITY/AREA) I The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 155°F(68°C) 100 °F(38°C) Red Intermediate 175 OF (79 °C) 150 OF (65 °C) Yellow Intermediate 200 OF (93 °C) 150 OF (65 °C) Green High 286 OF (141 °C) 225 OF (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black PTFE in all temperature ratings. ENT in all temperature ratings except 135°F (57°C). Wax-Coated Brass for sprinklers with the following temperature ratings: 155 OF (68 °C) Lt. Brown Wax 175 OF (79 °C) Brown Wax 200 OF (93 °C) Brown Wax 286 OF (141 °C) Ok. Brown Wax4 Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed -environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the sprihis exposed on sprinklers with Polyester, ENT, and PTFE coatings. For PTFE coated open sprinklers only, the waterway is coated. For all ENT coated sprinklers, the waterway is coated. Wax melting point is 170 OF (76 °C) for 286 OF (141 °C) temperature rated sprinklers. o 1-3/4" (45 mm) 2-5/16 (59 mm) 3/4"NPT (20 mm) -. Figure 2: Sprinkler VK530 Dimensions Wrench---/ flat J"051~18CWIB I Form No. F 010692 18.10.11 Rev 18.2.P65 I Page 4 of 5 STANDARD RESPONSE NII(II1GI lII[s1U'Yf ELO UPRIGHT SPRINKLER VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269.945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart '1 (UL) Temperature çy Standard Response Extra-Large Orifice Upright Sprinkler VK530 Fntsh A1X* Escutcheon (if apphcable( Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' SIN (Refer also to Design Criteria below.) Number' Style NPT BSP U.S. metric2 Inches mm cULus° NYC 09679 VK530 Upright 3/4" -- 11.2 161.3 2-5/16 58.7 A3, 131, C2, B4 See Footnote 6. 14819 VK530 I Upright -- 20 mm 11.2 1 161.3 2-5/16 58.7 A3, 131, C2, B4 -- Approved Temperature Ratings Approved Finishes A- 286 °F (141 °C) 1 - Brass, Chrome, White Polyester5, Black Polyester5, and Black PTFE5 B - 155°F (68 °C), 175 °F (79 °C), 200°F 2 - Wax-Coated Brass (corrosion resistant) (93 °C), and 286 °F (141 °C) 3 - Brass with 200 °F (93 °C) Wax Coating (corrosion resistant); Maximum ambient ceiling temperature = 150 C - 155 °F (68 °C), 175 °F (79 °C), and °F (65 °C). 200 °F (93 °C) 4 - ENT5 Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion-resistant. 6Meets New York City requirements, effective July 1, 2008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: Standard Response Extra-Large Orifice Upright Sprinkler VK530 is cULus Listed for installation in accordance with the latest edition of NFPA 13 for standard spray upright sprinklers: - Designed for use in hazard occupancies up to and including Extra-Hazard Group II with a minimum operating pressure of 7 psi (0.5 bar). Sprinkler VK530 is also cULus Listed for use in High-Piled Storage Occupancies as defined in NFPA 13 with a minimum operating pressure of 7 psi (0.5 bar). The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_010692 18.10.11 Rev 18.2.P65 Page 5 of 5 STANDARD RESPONSE 44J IFIFs1G ELO UPRIGHT SPRINKLER VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) Temperature KEY I Standard Response Extra-Large Orifice Upright Sprinkler VK530 Finish )l AIX 4 Escutcheoe (f apicabej Maximum 175 PSI (12 Bar) WWP Base Part Thread Size Nominal K-Factor Overall Length I FM Approvals3 Number' SIN I Sprinkler Style I I I (Refer also to Design Criteria below.) I NPT I BSP U.S. I metric2 Inches I mm 09679 I VK530 Upright I i" I -- 11.2 I 161.3 2-5/16 I 58.7 Al, A2 14819 1 VK530 Upright -- 20 mm 11.2 161.3 1 2-5/16 58.7 1 Al, A2 Approved Temperature Ratings Approved Finishes A - 155 °F (68 °C), 175 °F (79 CC), 200 °F (93 °C), and 286 ¶ 1 - Brass and Chrome (141 °C) - ENT4 2 Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Other approvals may be in process. FM Approved as corrosion proofing for corrosive environments. - DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above.) FM Aonroval Requirements: - Standard Response Extra-Large Orifice Upright Sprinkler VK530 is FM Approved as a standard response upright Non-Storage sprinkler, and as a standard response upright Storage sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. - - - I Form No. F010692 16.10.11 Rev 18.2.p65 Replaces Form No. F_010692 Rev 18.2 (Added P65 Warning.) Series AH2 I I Victaulic® VicFlexTM Sprinkler Fittings Series AH2 and AH2-CC Braided Flexible Hoses JtauIic 10.85 1.0 PRODUCT DESCRIPTION Available Sizes by Component Series AH2 17DN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140 mm straight reducer. Series AH2-CC 1"IDN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.757140 mm straight reducer. Sprinkler Reducers: Sprinkler Connections: ½ and 3/4 /15 and 20 mm Straight Lengths: 5.75, 9, 13/140, 230, 330 mm 90" Elbows: Short (typically used with concealed sprinklers) Long (typically used with recessed pendent sprinklers) Low Profile Short (for use with Style ABS, AB11, AB12, ABBA and ABMM Bracket) Low Profile Long (for use with Style AB5, AB11, AB12, ABBA and ABMM Bracket) Inlet Connections: 1725 mm Grooved IGS 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4'720 mm NPT or BSPT adapter nipples available for VdS. 1 1/47 32 mm BSPT adapter nipples available for LPCB. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victauliC.Com 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. 1 ictaulic victaulic.com 1.0 PRODUCT DESCRIPTION (Continued) Brackets: Style AB1 for suspended and hard-lid ceilings and sidewalls, allows installation before most ceiling tiles in place Style A132 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style AB3 for surface mount applications, wood, metal and block walls, or ceilings Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB5 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style AB7 for suspended and hard-lid ceilings Style AB7 Adjustable for suspended and hard-lid ceilings Style A138 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) Style A139 for hard-lid ceilings with hat furring channel grid systems Style AB10 for Armstrong® lechZonelM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 900 low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings Maximum Working Temperature o 225°F/107°C Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) I Connections To adapter nipple (inlet) via 1/25.4mm Grooved IGS I • 1725.4 mm NPT or BSPT male thread %720 mm BSPT male thread (VdS only) 1 ¼732 mm BSPT male thread (LPCB only) I • To sprinkler head (outlet) via ½" or 3/4715 mm or 20 mm Minimum Bend Radius 77178 mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (½"/lSmm reducer) K5.6/8,1 (S.l.), (3A"/20mm reducer) K14.0/20,2 (SI.) cULus (1/2715mm reducer) K8.0/11,5 (SI.), (3/4"/20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (1/2"/15mm reducer) K5.6/8,1 (SI.), (314"/20mm reducer) K8.0/11,5 (S.l.) 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. I victaulic.com 2 \#tauIiC I I I I I I I I I I I I I I victaulic.com 2.0 CERTIFICATION/LISTINGS _ LISTED 9 NOTE The VicFlex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGaurd® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2'715 mm or 3/4"/20 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2'715mm or 3/4'?20mm): Carbon Steel, Zinc-Plated ! Housing: Ductile iron'conforming-to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:1 Grade "E" EPDM (Type A) : FireLock EZ -products have--been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. I victaulic.com 3 J'tiuIic! I I I I I I I I I I I I I I I I I L A * A Hose Length Dimensions Hose Length inches mm A inches mm B inches mm 31/790 25.3/641 31/790 36/915 31.3/794 36/915 48/1219 42.3/1073 48/1220 60/1525 54.3/1378 60/1525 72/1830 66.3/1683 72/1830 Series : Braided rTIHose r -I Hose Length inches mm A inches mm B inches mm 31/790 24.5/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 415/1054 46.8/1189 60/1525 535/1359 58.8/1494 72/1830 655/1664 70.8/1798 Item Description - - - Flexible Hose _2_ Isolation Ring _3_ Gasket 4 Nut _5_ Adapter Nipple 6 Braid Collar/Weld Fitting 8 Sleeve Item Description 1 - - Flexible Hose Isolation Ring Gasket 4 Nut Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve ii I I I I I I I I I I . I 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. I victaulic.com 4 victaulic.com 4.0 DIMENSIONS (Continued) Standard Reducer 5.75/140 mm straight reducer Optional Reducers IMllllOHllll :cn 9.0/229 mm straight reducer I Jilil 13.0/330 mm straight reducer 2.62/ 2.62/ I 11 I f1 I 1221665mm 6 1669 mm I Short 90° elbow reducer Long 90° elbow reducer NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile 4.597 1( 116 mm 1.4/ 1.4/ 36mm 36 mm 4 4 4 Short 90° elbow reducer Long 90° elbow reducer NOTE Style AB11: When low profiles elbows are used with the Style A811 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent Sprinklers. 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 5 I I I I I victaulic.com 4.1 DIMENSIONS VicFlex Brackets 6tylc AB1 Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed I I I 1 I Style AB2 Suspended Ceilings Hard-Lid Ceilings Item Description 1 247610 mm 0r48'/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket I NOTE Both sizes FM/VdS/LPCB Approved, cULus listed I I H I I I I I Style AB3 Surface MountApi5liations FM/LPCB Approved I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 victaulic Company. All rights reserved. I victaulic.com 6 tauIic victaulic.com 4.2 DIMENSIONS VicFlex Brackets StIe AD4— Hard-Lid Ceilings with Hat furring channel grid system Item Description i ]24"/610mm or48'/1219mm Square Bar...........I 2 Patented Vertically Adjustable center Bracket 3 End Bracket for Hat Furring Channel...............j NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Hard-Lid Ceilings Item Description - 24"/610 mm or 48'71219 mm Square Bar 2 Patented VerticaHyjustable Center Bracket 3 End Bracket I NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Styic AB7 Suspended Ceilings Hard-Lid Ceilings Item Description L.......1 P 24"/610rnm0r48"/1219mm Square BaLIII 2 Patented 1 -Bee2° Center Bracket I 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Styic AB7 Adju3tabte Suspended Ceilings Hard-Lid Ceilings Item Description 700mm or1400mm Square Bar 2 Patented 1-Bee2 Center Bracket 3 End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 7 [1 Ltauiic I I I I I I I 1 I 1 I I I I I I I I Style AD11 Suspended ceilings Hard-Lid ceilings -Item Description i_IIIf 24/610mm 0r48'/1219mm Square Bar 2 Patented 1Bee2e Center Bracket 3 End Bracket NOTE FM/VdS Approved, cULus listed. —S1312 Suspended ceilings Hard-Lid ceilings victaulic.com 4.3 DIMENSIONS VicFlex Brackets Styk ADO— Hard-Lid Ceilings Item Description 700 mm or 1400 mm Square Bar 2 Patented VerticaIIyJustabIe Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. -Styla AR1Q_ Suspended ceilings Armstrong® TechZoneM Item Description [1 6"/152mm Square Bar 2 Patented 1-Bee2° Center Bracket [_3 End Bracket NOTE FM/VctS/LPCB Approved, cULus listed. Item Description 1 Style AB1 2 Bracket Body 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 8 /tauIic. I I I I I I I I I I I I I I I I I I I \/tGIUIiC victaulic.com 4.3 DIMENSIONS (CONTINUED) VicF!ex Brackets Styic ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x 1 x 20, 125 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x x 15.24, 125 Torx Drive Recessed 10.85 5839 Rev AG updated 07/2019 © 2019 victaulic Company. All rights reserved. victaulic.com I I I I I I I I I I I I I I I I I I I victaulic.com 4.4 DIMENSIONS Clearances Scrioc A1-12 Braided Haze 3nd Style A91 Br3ckot A cket See Chart iceiling Assembly 2W/6O mm 2'5l6/68 mm max. hole max, hole Style AB1 2/51 mm 21/8760 mm 4.47 1/87 15.9 mm I 113mm Typical 1 7/43 mm mm hole mm hole tile Typical ceiling ,j Finished grid 24"/610 mm or V27 V38 ceiling face See note 4871219 mm on Pendent Center Hose clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" ½0 3/4" 1h" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½" Max Recess 3/4! Max Recess ½" Max Recess -inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm R" Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 "A" Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. I victaulic.com 10 \JtauIic I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket Hose Clearance chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 W120mm ½113mm %120mm 3/4 I2Omm ½113mm 3/4"120mm 3/4'I2Omm 1/2"113mm 3/4"120mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4"I20mm 3/4 120mm ½"ll3mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 11 \/tauIic victaulic.com 4.6 DIMENSIONS Clearances erie3 Al 12 Braided I Ioe amd Style AB4 Bracket A 2W/60 mm 2t/68 mm SeeChart max. hole max hole 2/51 mm 2W/60 mm mm. hole mm. hole See note 4 5.9 Typical Typcai finished ceiling tile ceiling face 1/8723 mm 167406 mm - V27 V38 Typical 247610 mm on Center Typical ceiling grid Pendent Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1h" 3/4" W. V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½" Max Recess 3/4" Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A° Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 12 1iIlll,,A-C--t0U1--Cr I I I I I I I I I I I victaulic.com 4.7 DIMENSIONS Clearances Series Al 12 Braided Hoce and Style A5 WaRket ra 15.9 rri mm Drywall Hose Clearance Chart Straight Reducer "V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 /4"1 20mm W 113mm /4"1 20mm 3/4 120mm ½" 113mm /4l 20mm 3/4"1 20mm ½"l 13mm 3/4"1 20mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches . inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 ___ 175 "A" Minimum Required 6.0 . 7.7 . 6.1 . 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4" 120mm ½" 113mm 3/4" I 20mm ½ 113mm ½" I 13mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm 'R" Minimum - Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I I I I I 10.85 5839 Rev AG Updated 07/2019 0 2019 Victaulic Company. All rights reserved. victaulic.com 13 j4tiuI ic I I I I I I I I I I I I I I A See Chart 723 2W/60 mm 2'Y'/68 mm 2W/SO mm / max. hole max. hole max. hole mm 2751 mm 21A"/60 mm 2/51 mm mix, hole mix, hole rein, hole 3.67 92 mm 61,~n!hed Ceilin, lace4 V27 V38 V27 Pendent Sidewall 4.8 DIMENSIONS Clearances 3e Al 12 Drided I lose end Otyle AB11 Breeket (LOW [1OFI6E SOLUTION) __________________________ 2W/60 mm 2"A6'/68 mm max. hole max. hole I ,- Bracket 2"/51 mm 2W160 mm 3.07 A Q9 StyleABll See Chart rfl: i—1 76 mm / Assembly I!!ItII1I1 mm. hole mm. hole TM Finished 1.7'/43 mm /s715.9 mm ceiling face Typical Typical ceiling grid ceiling tile See Note 247 610 or V27 V38 4871219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4'120mm ½113mm Max Recess" Max Recess inches inches mm mm 'A" Minimum Required 4.0 3.9 Installation 102 99 -Space I NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I I I I I I I I I I I I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victauliccom 14 \J(taUIiC" Square I Nominal k 47355.6 29 4.9 DIMENSIONS Clearances Style AB12 and ABBkBracket Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Recessed Sprinkler and Low Profile Short Elbow Straight 5.75/140mm Reducer Typical Ceiling ypr.a .nflrry V2707 56712.7 rrn MAX. RECESS V2707 W/19 mr* MAX. RECESS Low Profile - - Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3R?l9mm 3/4°I19mm 3R719mm 3/4119 MM 3/4'/l9mm . Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm I mm mm I mm mm Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 A Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of B Typical Ceiling lileto 05 20 15 15 15 15 30 30 30 30 Bottom of Gate 127 508 381 381 381 381 762 762 762 762 * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions 222/ I 56 mm 2.94/ I 3.JE9/O.28 75 mm II 100mm 7mm/ 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 15 's9ctauIic victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ABMM Braeket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose Clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm WaliThickness 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 5.75 9 13 9 13 13 13 "B" 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 1j228. 146.1 228.6 330.2 228.6 330.2 330.2 330.2 HoseClearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 L330.2 10.6 13.8 17.8 11.8 15.8 13.8 11.8 294 376 478 243 325 427 275 376 325 275 319 402 268 351 452 300 402 351 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 16 14lll, tauIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers LISTED Style AB1, AB2, AB4, AB5 and AB10 Brackets Maximum Equivalent Length Number of of 1/33.7mm 900 Bends at 2751 mm Sch. 40 Pipe (C=120) Bend Radius inches/mm inches/mm/type feet/meters 31/790 '/2/15/Straight 16/4.9 4 3/4'/20/Straight 17/5.2 4 36/915 1/2 /15/Straight 21/6.4 5 3/4 /20/Straight 23/7.0 5 48/1220 1/z'/15/Straight 32/9.8 8 1/4"120/Straight 37/11.3 8 60/1525 1/2'/15/Straight 46/14.0 10 3/4'/20/Straight 46/14.0 10 72/1830 1/2'I15IStraight 55/16.8 12 34'/20/Straight 53/16.2 12 Series AH2 and AH2-CC Braided Hose with 900 Low Profile Elbows LISTED Style AB11 VicFlex Bracket - Maximum -. Equivalent Length Number of of 1I33.7 mm 90° Bends at 2751 mm Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters 31/790 ½/iS 24/7.3 4 3/4'/20 24/7.3 4 36/915 ½/iS 26/7.9 5 Y4"/20 28/8.5 5 48/1220 1/2"/15 43/13.1 8 /4'I20 42/12.8 8 - 60/1525 1/2 /15 49/14.9 10 3/4'720 50/15.2 10 72/1830 ½'/15 65/19.8 12 3/4 /20 63/19.2 12 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 17 I I I I I I I I I tiulic 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 18 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ mm I mm meters I meters meters I meters meters I meters meters meters meters meters I meters meters W!15 8.5!2.6 11.0!3.4 13.0!4.0 16.0!4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31!790 3/4*/20 10.0/3.0 12.5!3.8 14.0/4.3 17.0!5.2 N.A N.A N.A N.A N.A N.A N.A N.A 1/2715 13.5/4.1 16.0!4.9 18.0/5.5 19.0!5.8 21.016.4 N.A N.A N.A N.A N.A N.A N.A 36!915 4/20 14.0/4.3 17.0!5.2 19.5/5.9 20.0!6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A 1/2 /15 15.5/4.7 17.0/5.2 19.5/5.9 20.0!6.1 21.016.4 22.0/6.7 28.0/8.5 32.0!9.8 NA N.A N.A N.A - 48!1220 3/4 /20 17.0/5.2 19.0/5.8 21.5!6.6 24.5!7.5 26.0/7.9 27.0/8.2 30.0/9.1 37.0/11.31 N.A N.A N.A N.A 1/2 /15 21.5/6.6 24.0!7.3 1 27.0!8.2 28.5!8.7 30.0!9.1 31.0!9.4 37.0/11.3 42.0!12.8 44.0/13.4 46.0/14.0 N.A 60/1525 /!2O 23.0/7.0 24.O!7.3 28.0!8.5 29.5/9.0 30.5/9.3 31.0!9.4 38.0/11.6 42.0!12.8 44.0!13.4 46.0/14.0 N.A ½"!15 30.0/9.1 32.0/9.8 36.5/11.1137.5/11.4140.5/12.5141.0/12.8142.0/12.8 46.0!14.0 49.0/14.9 52.0/15.8 54.0!16.5 A55.0/16.8 72 1830 / /4!20 32.0/9.8 32.5/9.9 35.0/10.7 35.5/10.8 40.0!12.3 40.5!12.3 41.0/12.5 46.0!14.0 50.0!15.2 51.0/15.5 52.0/15.8 NOTES: Values for use with 5.757140 mm straight reducers. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. U I I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 19 j#tauIic I victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style A131, A132, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, A1312, ABBA and ABMM VicF!ex Brackets Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent Length of 1733.7mm Sch. 40 Pipe feet/meters Maximum Number of 90 Bends at 7/178mm Bend Radius 31/790 5.6/8.1 W/15/Strajght 13.8/4.2 2 23.5/7.1 ½"/15/90 Elbow 36/915 5.6/8.1 W/15/Straight 16.6/5.1 2 25.6/7.8 1/2715/90 Elbow 48/1220 5.6/8.1 ½"/15/Straight 23.4/7.1 3 30.7/9.3 1/2715/90 Elbow 60/1525 5.6/8.1 ½/15/Straight 30.2/9.2 4 35.9/10.9 1/2'/15/90 Elbow 72/1830 5.6/8.1 ½/15/Straight 37.0/11.3 4— 4 41.1/12.5 1/2'/15/90 Elbow - 31/790 8.0/11.5 3/4"/20/Straight 16.8/5.1 2 16.8/5.1 4720/90 Elbow 36/915 8.0/11.5 3/4"/20/Straight 20/6.0 2 19.7/6.0 /./20f90 Elbow 48/1220 8.0/11.5 1/4"/20/Straight 27.8/8.4 3 26.6/8.1 3/4'/20/90 Elbow 60/1525 8.0/11.5 3%./20/Straight 35.7/10.9 4 33.6/10.2 3/4'/20/90 Elbow 72/1830 8.0/11.5 3/4"/20/Straight 43.5/13.2 4 40.6/12.2 1/4'/20/90 Elbow 31/790 11.2/16.1 34"/20/Straight 16.5/5.0 2 17.8/5.4 1/4 /20/90 Elbow 36/915 11.2/16.1 3/4'/20/Straight 19.5/5.9 2 20.7/6.3 4°/20/90 Elbow 48/1220 11.2/16.1 %"/20/Straight 26.7/8.1 3 27.9/8.5 3/4"/20/90 Elbow 60/1525 11.2/16.1 3/4"/20/Straight 33.9/10.3 4 35/10.7 3/4 /20/90 Elbow 72/1830 11.2/16.1 1/4"/20/Straight 41.3/12.5 4 42.2/12.8 - I4'/2O/9O Elbow 31/790 14.0/20.2 3/4'/20/Straight 14.9/4.5 2 15.5/4.72 3/4'/20/90' Elbow 36/915 14.0/20.2 3/4"/20/Straight 19.4/5.9 2 19.6/5.9 3/4'/20/90 Elbow 48/1220 14.0/20.2 3.4/20/Straight 30.3/9.2 3 29.5/8.9 3/4"/20/90 Elbow 60/1525 14.0/20.2 3.4/20/Straight 33.9/103 4 34.1/10.4 3/4*/20/90 Elbow 72/1830 14.0/20.2 3/4'/20/Straight 37.5/11.4 4 4/20/90 Elbow 38.6/11.7 FM NOTES: The Series Al-12 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. I I I I I I 1 I I I I I I I victaulic .com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicF!ex Bracket Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1°/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 90° Bends at 77178mm Bend Radius 31/790 5.6/8.1 1/2 /15 13.7/4.2 2 36/915 5.6/8.1 1/2 /15 17.0/5.2 2 48/1220 5.6/8.1 1/2 /15 25.0/7.6 3 60/1525 5.6/8.1 ½715 33.0/10.1 4 72/1830 5.6/8.1 ½"/15 41.1/12.5 4 31/790 8.0/11.5 %720 13.6/4.14 2 36/915 8.0/11.5 /4/20 16.9/5.2 2 48/1220 8.0/11.5 /4/20 27.8/8.5 3 60/1525 8.0/11.5 4/20 32.6/9.9 4 72/1830 8.0/11.5 /4'/20 40.6/12.4 4 31/790 11.2/16.1 ,4"/20 13.7/4.2 2 36/915 11.2/16.1 3/4 /20 17.0/5.2 2 48/1220 11.2/16.1 3/4 /20 24.9/7.6 3 60/1525 .. 11.2/16.1 4/20 32.9/10.0 4 72/1830 11.2/16.1 4/20 40.9/12.5 4 31/790 14.0/20.2 /4"/20 13.5/4.1 2 36/915 14.0/20.2 /4"/20 16.8/5.1 2 48/1220 14.0/20.2 3/4 /20 24.7/7.5 3 60/1525 14.0/20.2 1/4"/20 32.7/9.9 4 72/1830 14.0/20.2 3/4'/20 40.7/12.4 4 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 2700. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 20 ___________ 5.3 PERFORMANCE - FRICTION LOSS DATA f Series AH2 and AH2-CC Braided Hose VdS Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB11 and AB12 Brackets Equivalent Length of Maximum Number Length of steel pipe according to of 90" Bends at Stainless Steel Outlet EN 10255 DN 25 3"I76.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 15mm1½' 31/790 55/18.0 20mm/3/4' 3 l5mm/1/2' 36/915 6.4/21.0 20 mm/3/4" 3 15mm/½" _____ 48/1220 8.5/27.9 20mm/W 3 - _______- 15 mm/ ½' 60/1525 10.7/35.1 4 20 mm/l/4 15 mm/ ½' 72/1830 12.8/42.0 20 mm/l/4' 4 VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 ,AB11 AB4 AB5, AB8 1. AMF No specific approval 1. Hilti 2. Armstrong Knauf Chicago Metallic 3. Lafarge 4. Dipling 4. Lindner 5. Durlum 5. Rigips Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn Series AH2 and AH2-CC Braided Hose _____ [j Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, - and AB10 Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90" Bends at Flexible Outlet EN 10255 DIN 25 3776.2mm Hose Size -. (33,7 x 3,25) Bend Radius mm/inches I mm/inches/type meters/feet 790/31 15mm/1/2 aig 1.8/6.0 2 20 mm/l/4'/Straight 15 mm/1/2"/Straight 915/36 3.6/11.9 20 mm/W/Straight 3 15 mm/1/2 /Straight 1220/48 4.3/14.0 3 20 mm/~/Straight 15 mm/'/2/Straight 1525/60 4.1/13.6 20 mm/3%/Straight 3 15 mm/W/Straight 1830/72 5.5/18.1 20 mm/3/4"/Straight 3 - Series AH2 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, AB10 and AB12 Brackets Length of Flexible Equivalent Length of Hose 1/33.7mm Sch. 40 Pipe mm inches Straight Configuration Bend Configuration 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 - 3.31 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with G135135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 21 '\j4tIulicr 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installa- tion, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. A WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. I I I I I I I I 1 [I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. I victaulic.com 22 'j#tauIic 1 1-1 I I 1-1 I I I victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicF!ex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linearft N/linearm 31/790 2.6 5.2 23 2.6 38 36/915 5.5 25 2.8 40 0.9 48/1220 6.3 28 3.1 46 12 60/1525 7.0 31 3.5 51 15 72/1830 168 34 9 57 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linearft N/linearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 0.9 48/1220 7.2 32 1.8 26 12 60/1525 7.9 35 2.0 29 1.5 - 72/1830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) • Suspension System Actual Length ft/rn Mm. Allowable Uniform Load lb/linearft N/linearm Direct Hung Light 5.0 75.7 Intermediate 12.0 181.0 Heavy 16.0 241.7 SUMMARY: A11 direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. I I I I 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. I victaulic.com 23 'j'tauIic 1 I I I I I I I I I I 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends fibend raudmu,) 2X 2 2X Minimum Minimum M, Nn X Mhm Minimum -um Mir bend radius ben bend radius bend radius IIII \ OR Minimum OR bend radius 90, Mimi mradmius bend Minimum L_ Minimum 1 bend radius bend radius Minimum bend radius Minimum bend radius NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-V ic Flex-A B 1-A B 2-AB 10 l-VicFlex-AB3 I-VicFlex-A84 -VicFIex-AB7 I-VIcFlex-AB8 I-yicFlex-AB12 l-VicFlex-ABBA l-VicFlex-ABMM I I I I I I I I I I 1 I 1 I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, is accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to l-VICFLEX-AB1-AB2-AB10, l-VICFLEX-AB4, or waive any provision of Victaulic Company's standard conditions of sale, installation l-VICFLEX-AB7, or l-VICFLEX-AB8 for the product you are installing Handbooks are guide, or this disclaimer, included with each shipment of Victaulic products for complete installation and assembly Intellectual Property Rights data, and are available in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United Staten and/or other countries. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com A i C 24 —C _ta _U1 I I [1 I I I I I FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. I I I I E _________ftiod rpw @W 0 ftEwaaaaiv_ I —@mfft@w ii I i 1.315 1.097 1.41 lbs/ft 91 11/4 1.660 1.442 1.81 lbs/ft 61 11/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 2 1/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 Schedule 40 Pipe ____ RNOWIRP _____ 176NOW11aft ovom _ _____ 1 1.315 1.049 1.68 lbs/ft 70 11/4 1.660 1.380 2.27 lbs/ft 51 1 1/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 2 1/2 2.875 :, 2.468 5.80 lbs/ft 30 3 3.500 3.068 IL 7:58 lbs/ft 19 4 1 4.500 4.026 10.80 lbs/ft_________ 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific filling used. Chesterfield, MO 63017 contact your salesperson C®US\ 1819 Clarkson Road For additional information, BULL MOOSE TUBE COONY (800) 325-4467 today at (800) 325-4467 or USTED FAX: (636) 537-2645 (636) 537-2600 in the USA, ______ www.bullmoosetube.com or from Canada ACRPARcompany e-mail: sales@bullmoosetube.com call (800)882-4666 <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 I I I Li I I 11 I I 1 I I FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM 00 NOM ID WALL WEIGHT UL PIECES .1. " 1T''1 '•i mm 1L In_[i[.,t [ k9/][ CRR Lift Approvals and Specifications Both products meet or exceed 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 the following standards: 1½• i.eoibE 1.682 42.7 [ .1O9 j 2.09 3.11 5.8 61 IL ASTM A135, Type E, Grade A (Schedule 10) 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 ASTM A795, Type E, Grade A (Schedule 40) 2Y21 2.875][_O L3 2.635 66.9 [.iF 3.53 5.26 [.s ii 30 1 NFPA13 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 Manufacturing Protocols 4 4.5001[.3 [ 4.260 108.2 ][ ir 3.05 5.62 8.37 IL 1.6 19 Schedule 10 and Schedule 40 are subjected o the toughest possible testing protocols to 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 nsurethe highest quality and long-lasting performance. 6 6.625 [168.3 6.357 161.5 .134 3.40 9.30 . 13.85 10 Finishes and Coatings 8 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7 - Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. All Wheatland black steel fire sprinkler pipe up to 6" receives a proprietary mill coating to The CRR Is ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer SCHEDULE 40 SPECIFICATIONS coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black, or with hot-dip galvanizing, to meet NIPS NOM OD NOM ID WALL WEIGHT UL PIECES FM/UL requirements for dry systems that meet . -J In. mm__Tiui. 1[1[__in.__1Lmm Ibs./ft. I kg/rn J[RR Lift the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is 1. . 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 also UL Listed. 1% ._.J 1.660 2,27 1.380 351 'r L....o0 [ 51 JL .L .140 3.56 3.39 Product Marking -. - . . 1% 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 Each length of Wheatland fire sprinkler 2.375 iHa3 L2'067 iL 154 r91 3.66 1.00 30 pipe is continuously stenciled to show ____ ____ .L.. j Calculated using Standard UL CRR formula, UL Fire Protection D;ectory, ca;egoryViZy. the manufacturer, type of pipe, grade, size The CRR Is ratio value used to measure the ability of a pipe to withstand corrosion. length. Barcoding is and acceptable as a supplementary identification method. Threaded Schedule 40 steel pipe Is used as the benchmark (value of 1.0). C& APPROVED PROJECT: I ENGINEER: LOCATIONS: I El BLACK I.' CONTRACTOR: SPECIFICATION REFERENCE: COMMENTS: El HOT-DIP GALVANIZED DATE: SYSTEM TYPE: t Tube JMC STEEL GROUP 1 J 110, J JIWJ ) U 71 ': I SCHEDULE 10 U '1 High Strength Steel Fire Sprinkler Pipe I Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, L preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by - welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings I unde the'category for Fittings, Rubber Gasketed (VlZM), when installed in accordance with the fitting manufacturers specifications. It iFa 11 ctory Mutual approved for roll-grooved, piain-ênded and welded lengths for wet systems. Schedule 10 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type "E _ NPS NOMINAL WALL WEIGHT / WEIGHT NUMBER LENGTH RATED CORROSION (inches). ID THICKNESS: (lb/fl) - 11,0 LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches) .. FILLED PER (psi) RATIO (CRR) BUNDLE UL FM SCH. 10 1 SCH. 40 - 3 3.260 .120 4.33 I 4.260-- .120 - 5.61 6 6.357 .134 9.29 8 - - 8.249 :188 16.94 - I Notes: 1. - Other lengths are available upon request. $CHEDULE4O I . High Strength Steel Fire Sprinkler Pipe Schedule 40 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler I systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VIZM), when installed in accordance with the fitting i manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. I Schedule 40 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (Ibift) HO LENGTHS (/1) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (lb/fl) BUNDLE UL I FM Reference Value 3 3.068 .216 7.58 10.78 i 24 21 300 300 1.0 4 4.026 .237 10.79 16.31 19 21 300 300 1.0 6 6.065 .280 - 18.97 31.50 10 - 21 300 300 1.0 1 82 7.981 .322 28.55 50.24 7 . 21 300 300 1.0 Notes: - Other lengths are available upon request. - 8 inch SCH 30 (.277 inches) pipe can be supplied from 8" Sch 40. C®US LISTED TEX-TUBE FIRE PROTECTION PIPE <s.> APPPflUFfl - 7.95 24 21 30030O. 3.00 1.0 11.79; 19 . 21 30030O 1.90 : 1.0 23.04 10 21 300300. 1.21 1.0 40.10 7 21 300300. 1.81 1.0 I Victaulic® FireLockTM Fittings \4taulicr 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 8'/DN32 - DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLocklM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exölüsively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS (Eum ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: O Orange enamel. o Red enamel in Europe, Middle East, Africa, and India. El Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I . victaulic.com 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic company. All rights reserved. 1 iCtaulic I I I I victaulic.com 4.0 DIMENSIONS k-CtoE to E I 'b C '7- C to E to Le No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 - - - - - - 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 1 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 - 1.4 86 2.4 22 1 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4,1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 0N125: 139.7 124 5.6 82.6 3.7 124 6.9 - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 . 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 . 140 8.3 :. 89 5.3 140 10.3 25 1 2.7 6.500 5.43 - 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 ... 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 105 - - 176 1 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 \#tauIic. I I I I I I I I I I I I I I I I I I I victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet ON mm meters meters meters meters 1'/4 1.660 - - - - DN32 42.4 - - - - 11/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8,5 3.5 DNSO 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 153 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 . 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 245 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 - 33.0 13.0 2163 4.0 - 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \/(taUIic vctauIic.com I 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap I is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLockTM No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. I 7.0 REFERENCE MATERIALS 10.64: Victaulic® FireLocknM Rigid Coupling Style 009N I 10.02: Victaulic® FireLockTM Rigid Coupling Style 005H with VicPlusTM Gasket System 29.01: Victaulic® Terms and Conditions of Sale I I I I I I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, nary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.cnm. No statement contained herein concerning a possible or suggested use of any material, warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual V,ctaui,c and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/sr other countries. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved, victaulic.com 4 j4tauiic I I I I I I I Victaulic® FireLockTM Installation-ReadyTM Rigid Couplings Style 009N and Style 109 \4t —au l—id 10.64 I I Patented 1.0 PRODUCT DESCRIPTION Patented I Available Sizes Style 009N: 11/4 - 12'/DN32 - DN300 Style 109: 11/4 - 2 ½/DN32 - 73.0 mm I Pipe Material Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. For use with alternative materials and wall thicknesses please contact Victaulic. I Maximum Working Pressure Up to 365 psi/2517 kPa. I -Function Joins carbon steel pipe with grooved ends conforming to publication 25.01. - • Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS c® Lci CE USTED - I C104-la/36 EN 10311 Regulation (EU) - . No. 305/2011 ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location I Spec Section Paragraph Submitted By Date Approved Date I victaulic.com 10.64 7072 Rev M Updated 12/2018 © 2018 victaulic company. All rights reserved. tauIic I 1 __ I victaulic.com I 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. I Housing Coating: (specify choice) Orange enamel (North America, Asia Pacific) Red enamel (Europe) I D Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) D Grade "E" EPDM (Type A) VicPIusTM Pre-lubricated Gasket I EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -400F/-400C and above. Not compatible for use with hot water services or steam services. I NOTES Reference should always be made to publication -100, Victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice) Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M1O-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). Optional for Style 009N: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel Heavy Hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.' Optional bolts/nuts are available in imperial size only. Coupling Linkage: High Strength Steel with ëomparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic company. All rights reserved. victaulic.com 2 JtauIic victaulic.com 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling I I I I Size Maximum Maximum Allow. Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Pipe End Approx. X Y Nominal Diameter Pressure2 Load2 Separation3 Qty. Size X V Z (Each) inches inches psi lb inches inches inches inches inches inches inches lb DIN mm kPa N mm - mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 2 /sX2 3.13 5.00 2.75 5.00 2.00 1.4 DN32 42.4 2517 3514 2.54 - M10x51 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 2 /8x2 3.38 5.13 3.00 5.13 2.00 1.5 DN40 1 48.3 2517 4604 1 2.54 - M10x51 86 130 1 76 130 1 51 0.7 2 2.375 365 1617 0.12 2 3/8 X21/2 4.00 5.63 3.50 5.63 2.00 1.9 DN50 60.3 2517 7193 3.05 - M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 2 3/sx2½ 4.50 6.13 4.00 6.13 2.00 2.1 73.0 2517 10542 3.05 - M10x63 114 156 102 156 51 1.0 3.000 365 2580 0.12 2 3/8 X21/2 4.63 6.00 4.13 6.13 2.00 2.1 DN65 76.1 2517 11476 3.05 - M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 3/sX21/2 5.13 6.75 4.63 6.75 2.00 2.3 DN80 1 88.9 2517 15622 3.05 2 1 M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 IaX21/2 6.00 7.88 5.63 7.50 2.13 2.9 DN100 114.3 2517 25822 4.32 2 - M10x63 152 200 143 191 54 1.3 4.250 365 5178 0.17 2 3/8X21/2 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 - M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 2 1/2X3 7.25 9.25 6.75 9.13 2.25 5.0 - 141.3 2517 39456 4.32 - M12x76 184 235 171 232 57 2.3 5.250 365 7901 0.17 1/2x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 2 - M12x76 168 229 162 229 57 2.2 5.500 365 8672 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 0N125 139.7 2517 38529 4.32 M12x76 175 235 171 232 57 2.2 6 6.625 365 12582 0.17 '/2X3¼ 838 10.38 7.88 10.13 2.25 6.0 DN150 168.3 2517 44469 :4.32 2 M12x83 213 264 200 257 57 2.7 6.250 365 11198 0.17 ½x3¼ 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 2 M12x83 200 254 187 251 57 25_ 6.500 365 12112 0.17 1/X3'/4 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 2 M12x83 203 260 197 257 1 57 2.7 8 8.625 365 21326 0.17 5/sX4 10.88 13.38 10.25 13.13 2.50 11.4 DN200 219.1 2517 94863_ 4.32 - M16x 101 276 340 260 333 64 5.2 8.500 365 20712 0.17 5/ex4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 2 - M16x101 270 337 260 257 67 5,2 10 10.750 300 27229 0.25 7/8X6½ 13.75 17.00 13.25 17.13 2.75 22.6 DN250 273.0 2068 121121 6.4 2 - M22x165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 7/8X6½ 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 2068 170380 6.4 2 M22 165 406 483 394 486 70 12.5 2 Working Pressure and End Load are total, from all internaLand external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. 3 The allowable pipe separation dimension shown is for system layout purposes only. Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 \j#'tauIic I I L I I I I I I I I I I Ii Ii I I I YB Z YL 0 XA Style 109 Joint Assembled 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling 4tauiecr I I [1 I I El 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. I victaulic.com 4 I dr+i.Iir ram Size Maximum Maximum Pipe End Bolt/Nut - Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Separation App ox. YL YB X Z YL YB X Z Nominal Diameter Pressure4 Load4 Allowable5 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm mm mm mm I kg 1 1/4 1.660 365 790 0.10 1 3/8X2¼ 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 2517 3514 2.54 M10x57 48 64 79 48 48 67 70 48 0.6 11/2 1.900 365 1035 0.10 3/sx2¼ 2.00 2.63 3.25 1.88 2.00 2.75 3.00 1.88 1.5 DN40 48.3 2517 4604 2.54 1 M10x57 51 67 83 48 51 70 76 48 0.7 2 2.375 365 1616 0.12 ~x2½ 2.25 2.88 3.88 2.00 2.25 3.13 3.50 2.00 1.8 DN5O 60.3 2517 7193 3.05 1 M10x63 57 73 98 51 57 79 89 51 0.8 21/2 2.875 365 2370 0.12 1 3/sx2½ 2.50 3.13 4.38 2.00 2.50 3.38 3.88 2.00 2.1 73.0 2517 10542 3.05 M10x63 64 79 111 51 64 86 98 51 0.9 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings, IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. Style 109 Pre-Assembled I I Li I I I I victaulic.com 5.0 PERFORMANCE Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DN mm bar bar bar bar bar bar 365 365 363 363 363 363 1¼ 1.660 DN32 42.4 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 11/2 1.900 0N40 48.3 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 2 2.375 2517 2517 2503 2500 2500 2500 DN50 60.3 25 25 25 1 25 25 25 365 365 363 363 363 363 21/2 2.875 2517 2517 2503 2500 2500 2500 73.0 25 25 25 25 25 25 3657 3638 363 363 3.000 2517 N/A 25038 N/A 2500 2500 DN65 76.1 25 7 258 25 25 365 365 363 363 363 363 3 3.500 DN80 88.9 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 4 4.500 DN100 114.3 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 363 363 4.250 N/A N/A 2503 2503 N/A N/A 108.0 25 25 290 365 363 363 232 363 5.563 2000 2517 2503 2503 1600 2500 141.3. 20 25 25 - 25 16 25 3638 5.250 N/A N/A 25038 N/A N/A N/A 133.0 25 290' 3638 232 363 DN12S 5.500 2000 N/A 25038 N/A 1600 2500 139.7 20 258 25 25 300 - - 365 363 363 232 363 6 6.625 2068 2517 2503 2503 1600 2500 0N150 168.3 20 25 25 7 25 16 25 3638 6.250 N/A N/A 25038 N/A N/A N/A 159.0 25 29010 3638 363 6.500 200010 N/A 25038 N/A N/A 2500 165.1 20 258 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the VictaulicInstallation Manual t-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. 10 cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners, cULus Listed to 175p5i/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa /17 bar. I I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic company. All rights reserved. victaulic.com 5 4tauijcr 1 I I Ii I I I I I I 1 I I 1 I I I victaulic.com 5.0 PERFORMANCE (CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar 300 365 363 363 232 363 8 8.625 DN200 219.1 2068 2517 2503 2503 1600 2500 20 25 25 1 25 16 25 290 3638 8.500 2000 N/A 25038 N/A N/A N/A 216.0 20 25 10 10.750 300 300 300 300 DN250 273.0 2068 2068 2068 2068 N/A N/A 20 20 1 20 20 1 12 12.750 30012 300 250 300 DN300 323.9 206812 2068 1720 2068 N/A N/A 2012 25 17 20 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. '° cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners, cULus Listed to 175p5i/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cuL listed to 250 psi/1720 kPa /17 bar. 5.1 PERFORMANCE - - Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals13 The information provided below is based on the latest listing and approval data at the time of publication. Listings/ Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus FM Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa DIN mm bar bar bar bar 365 365 365 365 1¼ 1.660 2517 2517 2517 2517 DM32 42.4 25 25 25 25 365 365 365 365 11/2 1.900 2517 2517 2517 2517 DN40 48.3 25 25 25 25 365 365 365 365 2 DM50 2.375 60.3 2517 2517 2517 2517 25 25 25 365 365 365 365 2½ 2.875 2517 2517 2517 2517 73.0 25 25 25 25 13 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-109 for details concerning when supplemental lubrication is required. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 6 \j*4tauIic victaulic.com 5.2 PERFORMANCE Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM psi psi inches kPa kPa Pipe Type DN bar bar 1¼-4 300 EF DN32—DN100 2068 N/A 20 300 300 EL 1'/42 2068 DN32 - DN50 2068 20 20 300 ET4O 1¼-2 2068 N/A 032— DN5O 20 3-4 300 EZF 2068 DN80— DN100 N/A 20 300 300 EZT lh/4 2 2068 DN32 - DN50 2068 20 20 300 FF 1½-4 2068 N/A DN40 - DN100 20 300 300 GL 1¼-2 2 068 0N32—DN50 2068 20 20 3 00 300 lh/4 4 DN32 - DN100 2068 2068 _____________________________ 20 20 MF 175 175 6 1205 1205 - DN150 12 12 300 300 MT 1'/42 2068 2068 DN32 - DN50 20 20 300 MLT 1¼-2 N/A 2068 DN32 - DNSO 20 300 TF 21/_4 N/A 73.0 mm - DN100 2068 20 175 300 WG5, WG5E, WF5, WG7, WG7E, WL7 1'/4-4 1205 2068 DN32 - DN100 12 20 300 300 WLS 1¼-2 2068 DN32 - DN5O 2068 20 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG5, WG5E, WF5 = WGalweld 5, WGalweld SE, WElow 5 steel pipe manufactured by Wuppern,ann Stahl GmbH. WG7, WG7E, WL7 = WGalweld 7, Wgalweld 7E, WLight 7 steel pipe manufactured by Wuppermann Stahl GmbH WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 7 \J19tauIic I I 1 I I I I I I I I I I I I I I I I victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM inches psi psi kPa kPa Pipe Type ON bar bar 300 1¼-2½ N/A 2068 DN32 —73.0mm EF 20 300 - 1'/22½ DN40 —73.0mm 2068 N/A 20 300 Easy-Flow 1 1/4 _2 N/A 2068 DN32 - DN50 20 300 EL lh/4 2 N/A 2068 032— DN50 20 300 300 ET4O lh/4 2 2068 2068 DN32 - DN50 20 20 300 lh/4 2 N/A 2068 DN32 - DN50 20 EZT 300 1½-2 2068 N/A DN40 - DN50 20 - 300 300 FF 1½-2½ 2068 2068 DN40 —73.0mm 20 20 300 GL lh/4 2 N/A 2068 032— DN50 300 300 MF 1'/42½ - 2068 2068 DN32 —73.0mm 20 20 300 300 MT lh/4 2 2068 2068 DN32 - DN50 20 20 300 300 lh/4 2 MLT DN32 - DN50 2068 2068 20 20 300 TF 2½ N/A 2068 73.0 mm 20 300 WG7, WG7E 1 1/4 -2 N/A 2068 0N32—DN50 20 300 WLS 1¼-2 N/A 2068 DN32—DN5O 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Easy-Flow = Easy-Flow steel pipe manufactured by Borusan Mannesmann Boru. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG7, WG7E = WGalweld 7 and WGalweld ]E steel pipe manufactured by Wuppermann Stahl GmbH. WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 8 jtauIic I victaulic.com 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 0501: Seal Selection Guide 25.01: Original Groove System (OGS) Groove Specifications 1-009N: Installation Instructions FireLock EZIM Rigid Coupling Style 009N 1-100: Victaulic Field Installation Handbook 1-109: Installation Instructions FireLockTM One-Bolt Rigid Coupling Style 109 I-ENDCAP; Victaulic End Caps Installation Instructions I I I I I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with Current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. JtauIicr I I I I I I I I I victaulic.com 10.64 7072 Rev M Updated 12/2018 © 2018 Victautic Company, All rights reserved. I FireLock® Rigid Coupling i Style 005H I with Vic-PlusTM Gasket System I Patented Exaggerated for clarity I t PIus et System I Approvals/Listings: USTED 104-la/02 I See Victaulic Publication 10.01 for more details. LPC and VdS Approved, see notes on page 3 Product Description: FireLock Style 005H rigid coupling has a unique, patented anglepad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-.pad design permits ,ass.em bly by.rem.Qying one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005H FireLock coupling are designed and. recommended for use ONLY on fire protection systems. Vic-Plus" Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. Job/Owner System No. Location Contractor Submitted By Date \4taulicr 10.02 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) 0 Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available, contact Victaulic for details. 0 Grade 'E" EPDM Type A Vic-Plus°° Gasket System' EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus'° Gasket System, requiring no field lubrication for most installation conditions. 0 Grade 'L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FIushSeaI8 Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°c. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O°EI-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. Engineer Spec Section Paragraph Approved Date victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10.02 1538 Rev M updated 10/2014 © 2014 Victaulic company. All rights reserved. \4taulicr 1 victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 ¼ - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4 ¼ - 8/108-200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions Weight ___________ X Y Z Size Diameter Pressure 14 Load' Separation Bolt/Nut3 Each inches inches psi lbs. inches No. - size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 11/4 1.660 350 755 0.05 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 2-3/ex2¼ 70 114 48 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-3/,x2¼ 76 121 48 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 2-3/a X21/2 89 133 48 0.7 21/2 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 2-3/sX2½ 102 146 48 .09 76.1 mm 3.000 350 2475 0.07 2-%X2Vz 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2- 1/s x 2½ 118 156 48 1.0 4 4.500 350 5565 0.16 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 2-3/xx2½ 146 184 54 1.4 108.0 mm 4.250 300 4255 0.16 2-3/sx2½ 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2- 1/2 x 3 175 229 54 2.0 133.0 mm 5.250 300 6495 0.16 2-½x2~ 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7 mm 5.500 300 7125 0.16 2-½X23/4 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 . 300 - . 10340:. 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2-½x3 203 254 53 2.3 159.0mm 6.250 . 300 9200 0.16 2-½x2~ 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm . 6.500 300 9955 0.16 2-½x3 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 -' 10.50 13.14 2.63 11.3 200 219.1 2068 78000. 4.8 2 /ax4¼ 267 . 334 67 5.1 1 Working Prékure and End Load are tOtal, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic Company. All rights reserved. iiicj1tauIjc victaulic.com 2 victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM 5 1V43 175 175 175 EL lh/4 _2 300 N/A N/A MT 11/4-2 300 N/A N/A lh/4_3 350 350 350 ET lh/4 _2 300 N/A N/A SIF lh/4_4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 3006 N/A 300 Sj' 11/4_2 N/A N/A 300 BLT 1¼-2 300 300 N/A FF 11/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 11/4_4 300 300 300 GAL -7 11/4 -2 300 N/A N/A WLS 11/4 _2 300 300 N/A DI lh/4 2 300 300 N/A MLT 11/4-2 1 300 N/A N/A XL lh/4 3 300 300 300 EF lh/4 4 175' N/A 175 MF 1 T1, 4-1 300 N/A 3001 5 FM approved for service in 11/2 - 4 pipe. 6 UL Listed for service up to 4 pipe only. 7 UL Listed for service up to 3 only. F'] I I [1 I 171 I I I I I I I I I I I I Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed is accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaalic° is a registered trademark of Victaulic company. I 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 3 4tauiicr I I Victaulic® Flexible Coupling Style 75 \4t _au lic 06.05 1 - 8/DN25 - DN200 1.0 PRODUCT DESCRIPTION I Available Sizes 1 - 8/DN25 - DN200 Pipe Material I . Carbon steel Stainless steel I Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe I Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection I • Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS I USM NOTES I . • Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. - See publication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I s victaulic.com 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. 1 ictaulic I I I victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) 0 Standard: Orange enamel El Optional: Hot dipped galvanized 0 Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') El Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. El Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+600C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. El Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) El Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FES, finish Type Ill (imperial) or Type II (metric). o Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property - requiremehts of ASTM .E594Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P updated 10/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 I victaulic.com I 4.0 DIMENSIONS Style 75 I I Pipe End Deflection from I Size Separation3 Centerline3 Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X V Z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/m - metric mm mm mm kg 1 1.315 0-0.06 0.57 %x2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2 43• 48 2 - M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 , 0.45 /8 x 2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2-10 38 2 M10x51 68 117 45 0.6 1 1/2 1.900 0-0.06 0.40 3/8X2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 -56, 33 2 M10x51 74 122 45 0.6 2 2.375 0-0.06 , 0.32 %x2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 1 -31 26 2 M10x51 87 133 48 0.8 21/2 2.875 0-0.06 0.26 3/sx2 3.88 5.68 1.88 1.9 73.0 0-1.6 1 -15' 22 2 - M10x51 98 -- 144 48 0.9 3.000 0-0.06 0.26 Vs x 2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1 - 12' 22 2 M10x51 102 150 48 0.9 3 3.500 o-o. - 0.22 ½ x 2~ 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 1 - 2' 18 2 M12x70 114 178 48 1.3 31/2 4.000 0-0.06 0 -54 , 0.19 2 1/2 x 2 3/4 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 16 - M12x70 127 191 48 1.3 4 4.500 0-0.13 - , 1 -36 0.34 2 ½x2~ 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 28 - M12x70 147 204 54 1.9 4.250 0-0.13 1 41' 0.35 2 ½x2~ 5.55 7.79 2.13 3.7 108.0 0-3.2 - 29 - M12x70 141 198 54 1.7 5.000 0-0.13 - 1 6 2 0.25 2 %X3 1/4 6.13 9.43 2.13 5.5 127.0 0-3.2 21 - M16x83 156 240 - 54 - 2.5 5 - 5.563 0-0.13 1 -18' 0.27 2 %x3¼ 6.88 10.07 2.13 5.8 141.3 0-3.2 23 M16x83 175 256 54 2.6 5.250 0-0.13 1 -2 V 0.28 2 5/sX3½ 6.55 9.37 2.13 6.0 133.0 0-3.2 24 M16x83 166 238 54 2.7 5.500 0-0.13 0.28 5/8 x31/4 6.80 9.59 2.13 6.3 DN125 139.7 -0-3.2 1 -18, 24 2 M16x83 173 244 54 2.9 6.000 0-0.13 1 -12, 0.21 2 5/sx3¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 18 - M16x83 187 266 48 2.8 6 6.625 0-0.13 1 5 , 0.23 2 5/sx3¼ 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 18 - M16x83 203 281 54 3.2 6.250 0-0.13 1 , 0.24 2 5/sX3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 M16x83 194 266 54 3.1 6.500 0-0.13 17 , 0.23 2 5/sX3¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 58 M16x83 199 271 53 3.0 8.515 0-0.13 , 0 -51 0.18 2 ~x4¼ 10.19 13.75 2.32 13.2 216.3 0-3.2 - 46 M20x 108 259 350 59 6.0 8 8.625 0-0.13 0.18 3/4 X4¼ 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 0-50, 14 2 M20 108 263 355 59 5.6 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 343 ½"/DN20 - DN90; 25% for 47DN100 and larger. NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. I. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 __________ I I I I I I I I I I I I. vuctaulic.com I 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psi lb ON mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 1/4 1.660 500 1080 DN32 42.4 3447 4,805 1 ½ 1.900 500 1420 DN40 483 3447 6,320 2 2.375 500 2215 DNSO 60.3 3447 9,860 21/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 4800 0N80 88.9 3447 21,360 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 5 5.563 450 10935 141.3 3103 48,660 5.250 450 9735 133.0 3103 43,325 5.500 450 10665 0N125 139.7 3103 47,460 6.000 450 12735 152.4 3103 56,670 6 6.625 450 15525 DN150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 - 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 2163 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 JtaUIiC I I I I I I I I I I I I I I I I I victaulic.com 6.0 NOTIFICATIONS WARNING Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06: Victaulic® Potable Water Approvals ANSI/NSF 05.01: Victaulic® Seal Selection Guide - Elastomeric Seal Construction 06.15: Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic® Products for Fire Protection Pipings Systems - Regulatory Approval Reference Guide 17.01: Victaulic® Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09: Victaulic® Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25,01: Victaulic® Standard Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale 1-100: Victaulic® Field Installation Handbook I I 111 I I I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and protect specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or ether intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. I I I I 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved, victaulic.com I 5 \4taulic [1 07.01 1449 Rev AF Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 21 j(tauuic I victaulic.com 4.15 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric I ttoE I E to E -+ N- E to E - E to E - L~ E:~ L~ No. 501 No.51 Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb ON mm kg mm kg 1¼ 3/4 1.9 DN32 DN20 + 0.9 - - 1 1.9 DN25 + 0.9 - - 1½ 3/4 1.4 0N40 x DN20 + 0.6 - - 1 2.50 0.8 8.50 (sw) 4.5 DN25 64 0.4 216 2.0 11/4 2.50 1.0 DN32 64 0.5 - - 2 3/4 2.50 0.9 9.00 (sw) 2.0 DNSO DN20 64 0.3 229 0.9 2.50 0.7 9.00 (sw) 2.3 1 DN25 64 03 229 1.0 11/4 2.50 1.2 9.00 (sw) 4.6 0N32 64 0.5 229 2.1 11/2 2.50 1.0 3.50 1.1 0N40 64 0.5 89 0.5 21/2 3/4 1.3 33 x2 + -, + -. 1.5 V 2.50 1.1 9.50 35 0N25 64 0.5 241 - 1.6 11/4 3.50 3.3 3.50 1.4 0N32 89 1.5 89 0.6 2.50 3.6 9.50 (sw) 3.7 11/2 DN40 64 1.6 - 241 1.7 2.50 3.9 3.50 4.3 2 DNSO 64 1.8 89 2.0 3 3/4 1.5 4.5 DN80 + 0.7 + 2.0 1 2.50 1.3 9.50 (sw) 4.8 0N25 64 0.6 241 2.2 2.50 1.4 4.8 11/4 DN32 64 0.6 ~ 2.2 11/2 2.50 5.1 9.50 (sw) 5.1 DN40 64 2.3 241 2.3 2 2.50 1.6 3.50 6.0 DNSO 64 0.7 89 2.7 21/2 2.50 1.8 3.50 7.0 64 0.8 89 3.2 0N65 2.50 2.1 64 1.0 31/2 3 2.50 2.0 9.50 (sw) 7.0 DN90 DN80 64 0.9 1 241 3.2 4 1 3.00 3.0 13.00 (sw) 6.5 DN100 DN25 1 76 1 1.4 1 330 2.9 toE E to E N- E to E -.j E to E No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb DN mm kg I mm kg 1¼ 4.6 0N32 + 2.1 - - 11/2 3.00 (sw) 2.6 10.00 (sw) 8.1 DN40 76 1 1.2 254 3.7 2 3.00 2.4 4.00 3.3 DNSO 76 1.1 102 1.5 21/2 3.00 2.7 4.00 3.4 76 1.2 102 1.5 3 3.00 3.2 4.00 3.5 DN80 76 1.4 102 1.6 31/2 3.00 2.9 10.00 (sw) 8.0 0N90 76 1.3 254 3.6 5 2 11.00 (sw) 9.0 11.00 (sw) 5.2 DNSO 279 4.1 279 2.4 21/2 4.00 4.3 11.00 (sw) 10.8 102 2.0 279 4.9 3 4.00 5.5 11.00 (sw) 11.1 DN80 102 2.5 279 5.0 4 3.50 4.3 5.00 12.0 DN100 89 1.9 127 5.4 6 1 4.00 5.0 11.50 (sw) 14.5 DN150 0N25 102 1 2.3 292 1 6.6 5.5 1½ _! + 2.5 + + 2 4.00 6.6 11.50 (sw) 14.5 DN50 102 3.0 292 6.6 21/2 4.00 6.4 11.50 (sw) 14.2 102 2.9 292 6.4 3 4.00 6.4 5.50 15.0 DN80 102 2.9 140 6.8 4 4.00 6.5 5.50 17.0 DN100 102 2.9 140 7.7 5 4.00 6.4 5.50 17.0 102 2.9 140 7.7 8 21/2 16.00 7.9 12.00 (sw) 26.1 0N200 406 3.6 305 11.8 3 5.00 93 12.00 (sw) 22.0 DN80 127 4.2 305 10.0 4 5.00 10.4 12.00 (sw) 23.0 DN100 127 4.8 1 305 10.4 5 5.00 11.6 12.00 (sw) 23.0 127 5.2 305 10.4 6 5.00 11.9 6.00 24.0 D 150127 5.4 152 10.9 I Li I I I I I I I I I I I I I I I Victaulic® Reducing Coupling Style 750 \,htaUlicr 06.08 1.0 PRODUCT DESCRIPTION Available Sizes: 2 x 1' through 10 x 8'/DN50 x DN25 through DN250 x DN200 Pipe Material: Carbon steel Maximum Working Pressure: Up to 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe Application: Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories Permits direct reduction on piping run Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. I 2.0 CERTIFICATION/LISTINGS um I NOTES Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I . victaulic.com 06.08 1536 Rev L updated 10/2017 © 2017 Victaulic company. All rights reserved. 1 ictaUliC I I 1 I I I victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel. El Optional: Hot dipped galvanized conforming to ASTM A153. El Optional: Contact Victaulic with your requirements. Gasket: (specify choice') Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. O Grade "1" Nitrile I Nitrile (Orange stripe color code). Temperature range —20"F to +180"FI-29"C to +82"C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES, I Others El For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should I always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolt s/Nuts (specify choice2): El Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM I A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). I 0 Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. I Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only I I P I I I U 06.08 1536 Rev L updated 10/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 \J49tauIic 4.0 DIMENSIONS Style 750 kJLULI Pipe End Size Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X V Z (Each) inches inches In./Ft. inches inches inches inches lb DN mm Degrees mm/rn - mm mm mm mm kg 2 1 0-0.07 0.20 3.38 5.28 1.88 2.7 0°-57' 2 V8 x 2 DN50 DM25 0-1.8 17 85 134 48 1.2 1½ 0-0.07 0.20 3.38 5.28 1.88 2.0 0° - 57' 2 3/a x 2 DM40 0-1.8 17 - 85 134 48 1.0 - 21/2 2 0-0.07 0.16 4.00 5.93 1.88 3.1 x 0°-47' 2 3/4 x 2 DM50 0-1.8 14 102 151 48 1.4 2 0-0.07 0.16 4.38 6.63 1.88 4.6 0° A ' 2 DN65 DM50 0-1.8 14 ½ x 21/4 111 168 48 2.1 3 2 0-0.07 0.13 4.75 7.13 1.88 4.9 0°-39' 2 ½ x 2/4 DNBO DNSO 0-1.8 - 121 181 48 2.2 21/2 0-0.07 0.13 4.75 7.13 1.88 4.3 0°-39' 2 ½ x2~ 0-1.8 - 11 - 121 181 48 2.0 0-0.07 0.13 4.75 7.13 1.88 4.2 0° 39 2 ½ x2 3/4 DN65 0-1.8 11 121 181 48 1.9 4 2 0-0.13 0.28 6.25 8.90 2.25 8.1 1°-19 /8 x 3¼ DN100 DNSO 0-3.2 25 159 226 57 3.7 - - 21/2 0-0.13 0.28 6.25 8.90 2.25 8.6 1°-19' 2 /8 x3¼ - 0-3.2 25 - 159 226 57 3.9 0-0.13 0.28 6.25 8.90 2.25 6.9 11-19' 2 1/8 x3¼ DN65 0-3.2 25 - 159 226 57 3.1 3 0-0.13 0.28 6.00 8.90 2.25 6.7 1°-19' 2 1/s x3¼ DM80 0-3.2 25 - 152 226 57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 x 1°-3' 2 1/4 x4¼ DN100 0-3.2 - 19 1 182 272 54 5.1 4 0-0.13 0.19 8.63 11.90 2.25 15.2 0°-55 2 3/4 x 4¼ 165.1 DN100 0-3.2 16 219 302 57 6.9 6 4 0-0.13 0.18 8.63 11.90 2.25 16.7 0°-52 2 3/4 x 4¼ DN150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 -. 0.18 8.31 11.90 2.25 12.9 0°-52' 2 3/4 x4¼ 0-3.2 15 1 211 302 57 5.9 8 0-0.13 0.13 10.75 14.88 2.50 23.2 0°-38 2 /8 x DN200 165.1 0-3.2 11 273 378 64 10.5 6 0-0.13 0.13 10.81 14.88 2.50 22.4 0° - 38 2 % X 5 DN150 0-3.2 11 275 378 64 10.2 10 8 0-0.13 0.90 13.12 17.26 2.62 31.4 1 0°-25' 2 1 x 5½ DM250 DN200 0-3.2 8 333 1 438 67 14.2 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by: 50% for 3%_3 ½IDN20 - DN90; and 25% for 4/DN100 and larger. NOTE Metric thread size bolts are avaialble (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \j#tauIic victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Maximum End Nominal Pressure4 Load4 inches psi lb DN kPa N 2 1 350 500 DNSO DN25 2413 2,225 350 1000 1½ DN40 2413 ,450 21/2 2 500 2215 DNSO 3447 9,850 2 350 1550 DN65 DNSO 2413 6,900 3 2 350 1550 DN80 DNSO 2413 6,900 500 3250 21/2 3447 14,460 350 2475 DN65 2413 11,010 4 2 350 1550 DN100 DNSO 2413 6,900 350 2275 21/2 2413 10,125 350 2475 DN65 2413 11,014 500 4810 3 DN80 3447 21,400 - 5 4 350 5565 DN100 2413 24,765 6 4 350 5565 DN150 DN100 2413 24,765 350 8500 5 2413 37,825 8 350 11610 DN200 165.1 2413 51,645 350 12060 6 DN150 2413 53,645 10 8 350 20450 DN250 DN200 1 2413 90,970 Working Presssure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES WARNING: FOR ONE-TIME FIELD USE ONLY, the Maximum Joint Working Pressure maybe increased to 1 ½ times the figures shown. For joint pressure ratings on additional carbon steel wall thicknesses, see publication 06.15. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 \j4tauIic. 5.1 PERFORMANCE Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C. I I I I I Flow Reducing Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DN50 DN25 1.8 2.0 1½ DN4O 0.6 2½ 2 1.9 DN5O 0.6 2 1.9 DN65 DN50 0.6 3 2 5.5 DN80 x _DN50 1.7 3.8 2½ 1.2 3.8 DN65 1.2 4 2 6.0 DN100 x DN50 1.8 6.0 2½ 1.8 6.0 DN65 1.8 6.0 3 DN8O 1.8 5 4 3.0 DN100 0.9 4 6.0 165.1 DN100 1.8 6 4 6.0 DN150 DN100 1.8 4.5 5 1.4 8 7.3 DN200 165.1 2.2 7.3 6 DN1SO 2.2 10 8 8.7 DN250 DN200 2.7 Flow Expanding Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 1 2 2.7 0N25 DN50 0.8 11/2 2 1.9 DN40 DNSO 0.6 2 1.0 DNSO x 21/2 0.3 1.0 DN65 0.3 3.5 3 DN8O 1.1 3.0 4 DN100 0.9 2V2 3 2.5 • DN8O 0.8 3.0 4 DN100 0.9 3 2.5 DN65 DN80 0.8 4 3.0 DN100 0.9 3 4 2.5 DN80 DN100 0.8 4 5 3.3 DN100 1.0 4.6 165.1 1.4 4.6 6 DN15O 1.4 5 6 2.3 DN1SO 0.7 8 5.4 165.1 DN200 1.7 6 8 6.0 DN150 DN200 1.8 8 10 6.3 DN200 x 0N250 1.9 I I I 1 I I I I I I [H I 06.08 1536 Rev L Updated 10/2017 © 2017 victaulic Company. All rights reserved. victaulic.com 5 J'tauIic victaulic.com 6.0 NOTIFICATIONS A WARNING V . 9QO• Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Victaulic® Seal Selection Guide 10.01: Victaulic® Products for Fire Protection Piping Systems - Regulatory Approval Reference Guide 25.01: Victaulic® Original Groove System (OGS) Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale -100: Victaulic® Field Installation Handbook User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grunt any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaullc and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries, 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company, All rights reserved. victaulic.com U 6 J'taUIiC I I Mechanical-I® Branch Outlets I I STYLES 920 AND 920N Victaulic Mechanical-V5 Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap 110 hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. JL STYLE 920 CROSS PATENTED I I I Ii STYLES 920 AND 920N I MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. I . Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM . EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. I . Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with. ANSI/NSF 61 for cold i-86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR I PETROLEUM SERVICES. Grade °T" nitrile - - Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. RecOmmended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or I for hot dry air over +140°F/+60°C. .*Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to I the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I JOB/OWNER CONTRACTOR ENGINEER I System No. - Submitted By Spec Sect Para__________ Location Date Approved I Date___________________________ www.victaulic.com - - I REV vIcTAuLIC IS A REGISTERED TRADEMARK OF VICTAULIC -0 COMPANY. 5 2018 VICTAUuC COMPANY. ALL RIGHTS RESERVED. •ctaul.c 11.02_1 CARBON STEEL PIPE HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS ___ ~ov GROOVED OUTLET IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Size Style No. Max. Work Pressure@ Approx. ililaliklol,I. Weight - I (117.1 faffim -- ½ (a) a 920N 500 1.50 2.00 2.53 -- 1.61 5.35 2.75 3.1 50 15 3450 38.1 51 64 - 41 136 70 1.5 - 3/4 (a) a 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 1.5 - 1 Cal a 920N 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 25 3450 38.1 47 64 - 41 136 70 1.4 - 11/4 (a) to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1½ (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 1h (a) §a 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 x 65 15 3450 38.1 56 70 - 46 143 70 1.4 - 3/4 (a) §a 920N4 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 46 143 70 1.4 1(a) §a 920N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 - 46 143 70 1.4 - 11/4 1(a) a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 32 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1½ 1(a) a 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1/2 (a) 76.1 x 920N 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 2065 38.1 56 70 - 57 164 81 1.8 3/4 (a( 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 - 20 2065 38.1 56 70 57 164 81 1.8 1 Ia) 920N 300 1.50 2.07 2.75 -, 2.25 6.46 3.18 3.8 - 25 2065 38.1 53 70 57 164 81 1.7 1¼ (a) a 920N 500 1.75 2.30 3.00 331 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1½ (a(° 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 1/2 (a) a 920N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 - 80 15 3450 38.1 64 78 - 58 156 70 1.6 - 3/. (a) a 920N 500 1,50 2,49 3.05 2.28 6.15 2.75 3.4 - 207-3450 38.1 63 78 58 156 70 1,6 1(a) 920N 500 1,50 . 2.38 3.06 2.28 6.15 2.75 3.3 - 25 3450 38.1 61 78 58 156 70 1.6 11/4 (a) to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32(b) 0 44 90 58 156 Th 1½ (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 0 90 58 156 2 (a) a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 635 70 89 90 58 172 99 2.3 2 31k 2 X 500 2.50 3.00 3.75 2.44 6,72 3.88 3.8 90 50 920N 3450 63.5 76 95 62 171 99 - 1.8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. T IR FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to500psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15mm through 8 x 4/200 x 100 mm www.victauliC.com ,.4tauiiC vICTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_2 REV-0 DIMENSIONS ___ w It GROOVED OUTLET Y rr-- Z C-il-n IR FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut - in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½"/50 x 15mm through 8 x 4/200 x 100 mm I I I I I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions V D II TABLE CONTINUED FROM PAGE 2 4 X 1h Ia) a 100 lS 920N 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 3450 38.1 77 90 - 68 178 70 1.8 - 1/, (a) a 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 - 68 178 70 1.8 - 1 (a) G 920N 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 - 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 'A (a) to 920N 500 32(b) 0 1 445 Th 96 102 68 178 Th 11/2 (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 0 68 20 1.9 2 (a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2 (a) t 920 500 2.75 288 4.00 400 2.69 7.34 4.63 5.8 50 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 3450 69.9 73 102 68 186 118 2.9 3(a) t 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 108.0 x 1/4(a)a ON 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 3450 44.5 78 96 - 67 194 78 2.3 - 1 ½ (ala 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 4 2(a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 - - -67 4 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 194 109 3.6 3.5 3(a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 1½ (a) .t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a) t 920 500 250 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50. 3450 63.5 102 121 121 80 246 111 3.7 3.6 21/2 (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 83 7.9 65 69.9 92 121 121 80 246 118 3.8 36 76.1 mm 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 - 3.6 3(a) t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 88.9 97 127 118 80 246 133.0 .x 5 2 920N 500 2.50 3.75 4.50 3.17 8.0 0 3450 63.5 95 114 - 81 T003 500 3.SO 3.81 36 920 5.00 80 80 3.00 3450 88.9 97 127 76 3.6 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERvED, I 0 Ai t a UI i C• 11.023 I I F CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I Size Style No. Max. Dimensions ~ MUM J ri .. Approx. II - GiliD TABLE CONTINUED FROM PAGE 3 1 ½ t 0N 500 2.00 3.78 I 4.50 I 3.30 823 3.25 7.0 - 139.7 x 40 3450 50.8 95 jj_ 209 - L J 2 t 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 -95 114 84 -- 22 -99 4.1 6 1¼ (a) 920½ 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 - 5.1 4.8 150 32(b) 3450 4 - -130 130 96 232 83 2.3 U 1 ½ (a) t 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 - 3.25 5.4 5.1 345° 130 130 U 2 (a) to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 2!6 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 1100 0 94 2 U8 U 76.1 mm 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 - 132 94 267 118 - 3.8 3(a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 38 4(a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 1½ (a) 159.0 x 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 L -112 130 92 239 -3.5 2(a) 920N 500 2.50 4.38 - 5.13 3.63 9.40 3.88 8.0 at so o m o 99 36 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 43 4.3 ' 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 no o -130 92 239 U 108.0mm 920 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 3450 114.3 113 - 137 92 239 155 4.5 - I I I I I I I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF vICTAuLIc COMPANY. 8 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. I \,hit auI ic REV-0 DIMENSIONS ___ GROOVED OUTLET I 4 T-Y z I C-1 I FEMALE THREADED OUTLET Provides a direct branch connection any location where a hole can be cu I in the pipe A pressure responsive gasket provid the seal Request Publication 11.03 for 4 920 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 Mechanical-T cross assemblies 100 __________________ 3450 114.3 96.80 146 - 92 239 159 8.2 TABLE CONTINUED ON PG. 5 Pressure rated up to 500 psi/3450 kPa :- Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet. Specify choice on order. with HDPL pipe * Center of run to end of fitting. Sizes from 2 x ½'750 x 15mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 4/200 x 100mm @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 2½" BSPT clearly on order. § Vds approved for fire protection services 13 LPCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. I I I ___ I _ I GROOVED OUTLET I Provides a direct branch connection at 80 3450 8&9 6 5.3 any location where a hole can be cut 4 (a) tG 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 in the pipe 100 3450 114.3 122 171 162 122 316 159 6.9 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). A pressure responsive gasket. provides t Available with grooved or female threaded outlet. Specify choice on order. the seat * Center of run to end of fitting. Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-I cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings.' Pressure rated up to 500 psi/3450kPa (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet, specify 2½" BSPT clearly on order. with HDPE pipe . § Vds approved for fire protection services LPCB approved for fire protection services Sizes from 2 x ½"/50 x 15mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x4'I200 x 100 mm DIMENSIONS Y ~ ~-' r r-- z 0-in IR FEMALE THREADED OUTLET Size Style M X. Work No. ~Praessure@~Dimensions ________________________ !~i] i aL __ TABLE CONTINUED FROM PAGE 4 1 165.1 x 920N 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 25 3450 38.1 99 116 - 96 237 70 3.6 - 1 ,4u 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 96 237 83 3.8 1½ (a) 920W 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2(a) t 920W 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4,01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) t 0 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4,6 38 4 (a) t 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 < 2(a) t 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 53 5.3 2½ (a) 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 76.1 mm! 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 6 fl6 5.3 3(a) t 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 12.5 5.7 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. I I I I www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV-0 J -ti UIict 11.02_5 I I IH CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical—I® Bolted Branch Outlets STYLES 920 AND 920N I FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-r fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for Cv,K Values: tsP = Q2 Where: - ,\p = Q2 Where: cv2 Q= Flow (GPM) Q = Flow (m3/hr) AP = Pressure Drop (psi) P = Pressure Drop (Bar) - K 2 Q = C x = Flow Coefficient Q = K,, x -[ST K = Flow Coefficient Exaggerated for clarity Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe OUTLET SIZE 1 ________ I!1FIL,LI. (lTI ________ cei.isqa 11 ½ 0.840 15 21.3 - 2 - 9,4 3/4 1.050 16 20 26.7 - 4 - 13.7 1 1.315 21 3 8 - 25 33.7 1.8 1 ¼ 1.660 50 48 32 - 42.7 5½ 6 42.9 41.1 '1½ 1,900 11 11 53 53 40 48.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10½ 96 89.1 2½ ' 2.875 119 150 65 73.0 20 12 ½ 102 128.5 3.000 , 161 mm .76.1 16 - - 76.1 138.1 3 3.500 249 237 - 80 -889 14 15½ 213.4 203.1 4.500 421 401 100 114,3 20 22 360.8 343,6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. 1" FireLock Innovative Groove System (IGS) outlet www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2018 viciuic COMPANY. ALL RIGHTS RESERVED. 11.02_s 'j4t _au iic REV-0 Ii I I I I I I I I I I I I I I I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Approval Agency 232 362 21/2-6 2.875 - 6.625 All 1040 400 400 400 290 65-150 73.0- 168.3 2755 2755 2755 1999 1599 2496 21/2-4 2.875 - 4.500 All DF 300 300 300 290 232 362 65-100 73.0-114.3 1 2065 2065 2065 1999 1599 2496 21/2 - 4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 34 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - 145 - 200 219.1 2755 1000 8 8.625 3,4 10 300 - 250 - 145 200 219.1 2065 1724 1000 8 8.625 3,4 30,40 300 - 300 - 145 - 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Lited/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, _-Ar 87100 . 200MM..CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100mm, 5/125mm, 6"/150mm and 87200 mm diameter pipe. The Style 931 comes with a 2½"/65mm grooved outlet. k,. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with - safety codes. - For more information, refer to publication 24.01. www.victaulic.com \,dtaLIliC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 vicuic COMPANY. ALL RIGHTS RESERVED. IREV-0 11.027 U U STYLES 920 AND 920N I INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I I I I I I I I I I I I For complete contact information, visit www.victaulic.com 11.02 1480 REV UPDATED 11/2018 VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2018 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. 11.02_L J -C- t aUI iC• I I I I I I I I I I I I I I I I I I I I I I I Victaulic® FireLockTM Outlet-I Ataulic Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes 1 1/4 -2 1/2'/DN32—DN65 Threaded Outlet Sizes: 1/2"/DN15, 3/4 /DN20, and 1/DN25 NOTE IGS Grooved 1/DN25 Outlets available for this product. See publication 10.54. Maximum Working Pressure 300psi/2068kPa/21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS c® ILPCB] @' NOTES - • See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. 1 j$taUIiC I I I I I I I I I I I j4tauIic 10.52 3355 Rev H Updated 06/2018 © 2018 victaulic Company. All rights reserved. victaulic.com 2 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange enamel (North America, Latin America, Asia Pacific). 0 Red enamel (Europe). O Optional: Contact Victaulic with your requirements for other coatings. Gasket': 0 Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40F/-40C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: 0 Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (imperial) or Type II (metric). I I I I I I I I victaulic.com 4.0 DIMENSIONS Style 922 Style 922 Size - Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W V Z (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 DN32 DN15 42.4 X 21.3 2 x 1 47 28 98 65 0.5 2 X 1 1.28 1.83 1.10 3.87 2.56 -- 1 3/4 1.050 DN20 26.9 33 47 1 28 98 65 0.5 2 X 1 1.52 2.18 1.10 3.87 2.56 1 1 1.315 DN25 39 55 28 98 .65 0.5 1½ 1/2 1.900 0.840 2 x1 1.42 1.95 1.22 4.08 2.56 1 40 DN15 48.3 21.3 36 50 31 104 65 0.5 2 x1 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN20 26.9 36 50 31 1 104 65 1 0.5 1.64 2.30 1.22 4.08 2.56 1 1 1.315 DN25 33.7 2 %xil 42 1 58 31 104 65 0.6 2 1/2 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 50 DN15 60.3 21.3 2 x1 42 56 37 117 65 0.6 2 1.64 2.19 1.46 4.60 2.56 1 3/4 1.050 DN20 26.9 42 56 37 117 1 65 0.6 2 1.88 2.54 1.46 4.60 2.56 2 1 1.315 X 1 0N25 48 65 37 117 65 0,7 21/2 1/2 2.875 - 0.840 1.91 2.44 1.71 5.40 2.56 2 DN15 73.0 21.3 2 X 1 49 62 43 137 65 0.7 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 - DN20 26.9 2 X 1 48 62 1 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 - 1. -: - 1.315 DN25 33.7 2 Jx 11 54 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 0N15 76.1 21.3 2 x1 49 62 43 140 65 0.7 2 X 1 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 DN20 26.9 48 62 1 43 140 65 0.7 2 hi 2.13 2.79 1.71 5.50 2.56 2 1 1.315 DN25 54 71 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). I I I I I 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. I victaulic.com 3 \J1't _au Iic I I I I I I I I I I I I I I victaulic.com I 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet ON meters meters 11/4 1 8.5 12.5 DN32 DN25 2.6 3.8 1½ 1 8.5 12.5 0N40 0N25 2.6 3.8 2 1 8.5 12.5 DNSO DN25 2.6 3.8 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 0N65 DN25 2.6 3.8 Hazen-Williams coefficient of friction is 120. 1' FireLockTM Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS WARNING 9 0 Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm FAll Outlet Sizes 13(e 1¼ 30 1 32 I I I I 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. I victaulic.com 4 An—ta—ul-icr I I I I I I I I I [1 I I I victaulic.com 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa i kPa kPa kPa 1 1/4 X 1/2 300 300 300 232 232 232 DN32XDN15 2068 2068 2068 1600 1600 1600 1 '/4X 3/4 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1 1/4)01 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1½x½ 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1 ½x3/4 300 300 300 232 232 232 DN40 X DN20 2068 2068 2068 - 1600 1600 1600 1 1/2 X1 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2X1/2 300 300 300 232 232 232 DN50XDN15 2068 2068 2068 1600 - 1600 1600 2x3/4 300 300 300 232 232 232 DN50X20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DNSOXDN25 2068 2068 2068 1600 1600 1600 2½x½ 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 - - 2068 1600 1600 1600 - 300 232 232 232 DN65XDN20 - 2068 1600 1600 1600 300 232 232 232 DN65XDN25 - - 2068 1 1600 1600 1600 Pressures listed in- this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE - • Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide 29.01: Victaulic Terms and Conditions of Sale 1-100: Installation Instructions 1-922: Installation Instructions FireLockTM Outlet-T User Responsibility for Product Selection and Suitability p Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Vic'aulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Iictaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaslic products, providing complete installation and assembly data, and are available Intellectual Property Rights in POF format on WeChat. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other, intellectual property right of Victaulic or any of its subsidiaries or affiliates covering sucl use or design, or as recommendation for the use of such Trademartu material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. p p 10.52 3355 Rev H Lpdated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 \/ctaUlic I I I I I I I I I I I Ii I I 1 I I I 1r r Im - WeIdMiserTM Tee-Let® I Welding Outlet Fittings I Unified Design TM Series I Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® WeldMiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less I weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - - -- - - I . The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or - main thereby insuring complete penetration without cold welds, weld roll-oft, burn-through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2 and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® WeldMiserTM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify WeldMiserTM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, or ISO-7-1,-and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. I How to Order - Use either of the following methods for ordering Merit® WeldMiserTM Tee-Let®. Method No. 1 Method No. 2 I Specify quantity desired followed by the part Use the following system: number shown in the "dimensions" chart for the type and size of outlet desired. I F Type Merit Steel - Quantity I Outlet Size Header Size * $7 Weight End Tee-Let Material * $7 Always Column A" Insert size Sch. 10 A - Female Thread order a few of Chart consolidation Standard B - Male Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roll Groove required for the job. I Quantity Part Number I I I —2— A1iiLStar Fire Products Division 1 Weld-MiserTM Tee-Let® I Welding Outlet Fittings I I I I I For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miser1M Tee-Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings spe- cifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI 131.20.1 or 1507/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 131999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria de- veloped for ASME B31 piping code. L) FM APPROVED For listing/approval details contact your AovllStar Representative. TEE-LET IWELDED iOUTLET Outlet Model ilIIlftIIIiYi P4J (Ii Outlet Pipe Size (Inch) Header Pipe Size (Inch) i iiairi Rated Pressure (psig) - - Tee-Let Type A (F-Threaded End) ½3/4,1 11/4,1½,2,2½,3,4 1.8 (Sch.10, 40) 300 6 (EZ-Flow) 1,s4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2,4 Tee-Let Type C (Grooved End) 11/4.8 11/4 8 (Sch. 10, 40) 300 2½-8 1.4 (Sch. 5, DynaFlow) Tee-Let Type C/R 11/4-6 (Roll_Grooved_End) 11/4 8 (All Schedules) 300 Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. IiñitLStar, —3— Fire Products Division I ii -I-- I I I I I I I I I Type A Female Threa /L/_MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings WELD-MIS IDIMENSIONS & PARTiNUMBERS Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT (BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 1/4 X 11/4 -8 0.080 - 6K 6-200 0.04 1005012 1¼- 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 178 12.7 0.08 1005015 1½ -2 1.063 0.700 0.500 0.171 - ½x 13K 40-50 270 17.8 12.7 0.08 1005020 2- 2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 0.08 1005025 2½-8 1.063 0.700 0.500 0.169 65-200 270 178 12.7 1 0.08 1007012 . _1¼ 1½ _1.125 -0.900 _0.500 0.260 - 32-40 28.6 22.9 12.7 0.12 1007015 11A -2 - 1.125 0.900 0.500 . 0.260 - 3/4 x 19K 40-50 28.6 22.9 - 12.7 0.12 1007020 2 - 21A 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 12.7 0.12 1007025 2½-B 1.125 0.900 0.500 0.256 - 65:200- ' 28.6 22.9 '12.7 - 0.12- 1010012 11/4 11A 1.250 1.145 0.500 0.331 1110012 32-40 31.8 --29i --12-7- 0.15 1010015 1½-2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 1 12.7 0.15 1010020 2-2½ 1.250 1.145 0.500 0.320 1110020 1 x 25x 50-65 31.8 29.1 12.7 0.15 1010025 2½-3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1110030 - 80-100 31.8 29.1 12.7 0.14 1010050 5-8 1.250 1.145 0.500 0.291 1110050 125-200 31.8 29.1 1 12.7 0.13 1012012 11/4 - 1½ 1.375 1.490 0.500 0.432 1112012 32-40 34.9 378 12.7 1 .019 1012015 1½-2 1.375 1.490 0.500 0.421 1112015 40-50 34.9 378 12.7 .019 1012020 2-2½ 1.375 1.490 0.500 0.421 1112020 11/4x 32K 50-65 34.9 37.8 12.7 .019 1012025 2½-3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 378 12.7 .019 1012030 3-4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 37.8 12.7 1 .018 1012050 5-8 1.375 1.490 0.500 0.389 1112050 125-200 34.9 37.8 12.7 .018 1015015 1½ 1.625 1.610 0.875 0.477 1115015 40 41.3 1 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115020 1½x 50 41.3 40.9 22.2 .022 1015025 21/2 1.625 1.610 0.875 0.477 1115025 40x 65 41.3 40.9 22.2 .022 1015030 3 -4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.477 1115050 125-200 41.3 1 40.9 1 22.2 1 .022 TiTflT ft'I1fl iIVTh DIMENSIONS BERS Nominal & PART NUM Part Nominal Outlet Inside Make Weight N Number Outlet Header Length Diameter Up Each A B C 0 M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1020020 2 1.750 2.067 0.875 0.857 1120020 50 44,5 52.5 22.2 0.38 1020025 2½ 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 038 1020030 3 1.750 2.067 0.875 0.829 1120030 2x 80 44.5 52.5 22.2 239 1020040 4 1.750 2.067 0.875 0.800 1120040 50K 100 44.5 52.5 22.2 0.36 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 0.34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 200 44.5 52.5 22.2 0.34 1025025 2½ 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 0.55 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 2½x 65K 100 54.0 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 0.52 1025060 . 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 200 54.0 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.750 - 80 63.5 77.9 38.1 0.79 1030040 4 2.500 3.068 1.500 1.700 - 3x 100 63.5 1 77.9 38.1 1 0.77 1030050 5 2.500 3.068 1.500 1.700 - 80K 125 63.5 779 38.1 0.77 1030060 6 2.500 3.068 1.500 1.650 - 150 63.5 77.9 38.1 0.75 1030080 8 2.500 3.068 1.500 1.650 200 63.5 77.9 38.1 0.75 1040040 4 3.000 4.026 2.000 3.000 - 100 76.2 102.3 50.8 1.36 1040050 5 3.000 4.026 2.000 2.900 - 4x lOOK 125 76.2 102.3 50.8 1.32 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1.27 1040080 8 3.000 4.026 2.000 2.800 - 200 76.2 1 102.3 50.8 1.27 Note: Part #1002002 is not UL Listed or FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. I4 - IJL NStar Fire Products Division I I I I I I Type B Male Thread Standard Weight Type C Cut Groove Standard Weight WeIdMiserTM Tee-Let® Welding Outlet Fittings WELD-MISER Tm TEE -LET' - DIn1 Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std Wt. Std. Wt. A B C D E F NPT(BSPT) NPT(BSPT) In. (mm) In. (mm) In. (mm) In. (mm) In. (mm) In. (mm) 1310012 2010012 1¼.11/2 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 11/2 -2 3 1.049 1.315 0.133 1 x 40-50 80 26.6 33.4 3.4 1310020 2010020 2 - 21h 3 1.049 1.315 0.133 25x 50-65 80 26.6 33.4 3.4 1310025 2010025 2½-4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 80 26.6 33.4 3.4 - 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 .. 1¼x 40 80 34.7 42.2 3.6 - 1312020 .2012020 - 2-2½ 3 1.368 1.660 0.140 32x 50-65 80 34.7 42.2 3.6 1312025 2012025 3-4 3 1.368 1.660 -0.140 80-100 80 34.7 42.2 3.6 1312050 2012050 - .5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 .. -. 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 -. 1½x 50 80 40.9 48.3 3.7 1315025 2015025 2½ 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 21A 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 1 3.9 1320080 2020080 8 3 2.067 2.375 1 0.154 200 80 1 52.5 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shane on a aiven Tee-Let is made to fit oerfectiv on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/32' will appear along the longitudinal centerline of the header. For example, a 1' X 2 - 21/Y Tee-Let, is a 1 outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 1/32 gap along the longitudinal centerline of the 21h' size. If a perfect fit is required for a 21,t" header pipe, then a 1" x 214 - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. AiiJVStar -5- Fire Products Division I I I I I I I MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings I I I I I Type B Male Thread Standard Weight Type C Cut Groove Standard Weight Type C/R Roll Groove Schedule 10 WELD-MISER Tm T DIMENSI ONS j ae rea Male Thread Sid .Wt.Sch Cut Groove Stdwt.. Roll 0 Groove 10 Nominal Outlet A Nominal Header B Outlet Length C Inside Diameter - D Outside Diameter E Wall Thickness - F Standard Weight Schedule 10 Standard Weight Schedule 10 NPT(IS0-7-1) NPT (ISO-i-i) NPT (ISO-i-i) In(mm) In(mm) In.(mm) In-(Mm) in. (mm) In.(mm) in. (mm) in. (mm) 1325025 2025025 2225025 21A 3 2.469 2.635 2.875 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 3.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 2½x 100 80 62.7 67.0 76.2 1 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 65X 2125050 125 80 62.7 67.0 76.2 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 175 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 200 80 62.7 67.0 76.2 5.0 3.0 1330030 2030030 2230030 . 3 . 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 31& 3 3.068 3.260 3.500 0.216 0.120 85 80 78.0 83.0 88.0 5.0 3.0 - 1330040 2030040 2230040 4 - 3 3.068 3.260 3.500 0.216 0.120 3x 100 -80 78.0 83.0 1 88.0 5.0 3.0 1330050 2030050 2230050 80x 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0- 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 102.0 108.0 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x 125 100 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 bOX 150 100 102.0 108.0 114.0 1 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 114.0 6.0 3.0 - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150 100 155.0 161.5 168.3 7.1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 150x 200 iOU 155.0 1 161.5 1 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 1 8.329 1 8.625 0.322 0.148 200x 1 200 100 203.0 212.0 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1,2' will appear along the longitudinal centerline of the header. For example, a lx 2 - 21h" Tee-Let, is a 1" outlet fining manufactured to fit perfectly on the 2" header size listed, while leaving a 142' gap along the longitudinal centerline of the 214" size. If a perfect fit is required for a 21A" header pipe, then a 1" x 21A - 3' Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6 -iJiLBtar Fire Products Division 1 I I L~ I I I 2.650" - 4. 2" Merit Weld-Miser Tee-Let 2.820" - F 325" 2" Competitive Fitting I Threading Practice Ms,IITso-Lst Pitth Line Pipe Weld-Miser TM Tee-Let® Installation Welding Outlet Fittings I MERIT NPT THREAD st== j Surcadon on .3 threads. STANDARD NPT THREAD FORM NPTi TAPEREDTHREADS Drop Nipple Li 13 Total L2 or Tee-Let Hand Tight Wrench Tig ht Li - 13 Effective Outlet Size ni Threads In. (mm) In. Thread. Ijjqjjm d ' Threads jgj.ml Threads 1/2' 0.320 448 0.214 3.00 . 0534 7.48 0.534 7.47 15 U 136 _12._ 3/4' 0.339 0.214 300 0.553 7.75 0.546 64 20 86 _ 4.75 5.4 14.0 1 1" 0.400 0.261 3.00 0.661 7.60 0.683 7.85 25 102 61 173 11/4 0.420 0.261 300 0.681 7.83 0.707 813 32 WI 6 3 -18.0 1½' 0.420 4.83 0.261 3.00 0.697 7.83 0.724 8.32 40 _ 10.7 18A 2' 0.436 5.01 0.261 300 0.706 8.01 8.70 50 iJL 6.6 17.9 21/T 0.682 546 0.250 200 0.932 2 746 1.138 .9.10 65 17.3 4.. 28.9 3 0.766 13 0.250 2' 1.016 8.13 1.200 960 80 19.. 6A - 28 - 4 0.844 6 75 0.250 2.00 1.094 8.75 1040 100 21.4 - 27.8 - Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities require domestic content for fire sprinkler systems. Merit® Tee-Lets® meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated.......... Tee-Let® thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 11/2' and larger Type A female threaded and Type - C grooved Tee-Lets require the same hole size for installation. This re- sults in fewer change overs when installed using automatic welders. I I I I I I d Welding Practice When measured with respect to linear inches of weld required for installation, Tee-Lets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Type A Tee-Lets has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. Therefore, current and voltage settings required for welding are set to provide for adequate -penetration without burn through and cold shutting. Also, weld volume required for installation is lower for Tee-Lets than most other fittings. Typically, Tee-Lets re- quire one-weld pass for attachment. WELDI NG IPRACTICE Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING Size WELD VOLUME* LINEAR WELDING WELD VOLUME' LINEAR WELDING In. (mm) Cross Sec. Area %Iess In. (mm) %less Cross Sec. Area %more Ill. (MM) %Iess 1' 0.051 sq. in. 2.48 0.058 sq. in. 2.48 12% 0% 12% 0% 25 32.9 sq mm 62.9 37.4 sq mm 62.9 11/4" 0.032 2.88 0.063 3. 01 48% 4% 48% 4% 32 20.6 73.1 40.6 76.4 1½" 0.036 3.12 0.060 3.46 40% 10% 40% 10% 40 1 23.2 1 79.2 1 38.7 _____________ 87.8 2" 0.040 3.77 0.106 4.41 1 62% 15% 62% 15% 50 25.8 95.7 68.3 112.0 I iiMLStar -7- Fire Products Division RECOMMENDED TEE-LET HOLE SIZES Tee-Let Size Type Recommended Hole Size In./Mm In./mm ½ Type ½ 13 16 3/4 Type ½ 19 22 1 Type 1½ 25 28 11/4 Type 1½ 31 38 11/4 Type 1/8 31 35 1½ Type AorC 1% 38 41 2 Type AorC 2 50 50 21/2 Type AorC 27A& 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut emDlovina mechanical means—includino hole sawina. mechanical flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. /L/ MERIT® WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are designed and manufactured to reduce the cost of installa- tion from both the standpoint of labor required and energy consumed. In addition, by following the recommended in- stallation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or sub- sequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 1 11/20 larger. I I I I I I 1/2 % & 1 Outlet o 11/4 21/2 Outlet RECOMMENDED AMOUNT OF WELD Outlet A B Size In./mm In./mm In./min ½ 'A /16 13 7 5 3/4 ½ /16 19 7 5 1 'A /l6 25 7 5 1½ ½ /l6 31 7 5 1½ /,6 'A 38 8 7 2 1/4 50 8 7 2½ /i ½ 63 8 7 3 /16 75 10 5 4 /l6 100 10 5 I Recommended Welding Procedures Merit Weld-Wiser Tee-Lets are designed to be installed on standard weight or light weight pipe with one weld pass on Type A outlet sizes from /2' through 21/2 inclu- sive, and on Type C outlet sizes through 4. Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat setting can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and I distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. - Merit-Tee-Lets are manufactured from continuous cast aluminum killed steel with a I carbon range of from 0.05 to 0.25. Merit specifies that residuals, such as chrome, nickel and other metals resident in the scrap used for production of the steel be reported and kept to a minimum. On the other hand, certain grades of carbon steel pipe are manufactured from skelp whose chemical composition is not speci- fied. When the metal inert gas shield (MIG) welding process is employed, certain residuals may cause excessive porosity, spatter or lack of penetration. Specifically, gases released during the welding process do not escape before the molten puddle sets up. When porosity or lack of penetration occurs, one approach is to slightly I increase the heat in order to give the gases time to escape from the puddle. A flux cored wire can also be used. This wire contains scavengers which allow gases in the molten weld puddle to escape before the weld solidifies.The following recom- mended settings for welding therefore may need to be adjusted slightly higher if any of the above mentioned adverse conditions exist. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed I in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Tee-Let. Excessive heat may cause the wrench tight threads (those in the bottom of the Tee-Let near the weld zone) to I distort while also causing the branch pipe to bend. It should be noted that Merit Tee-Lets have been subjected to exhaustive testing and evaluation, and only negli- gibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. I The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. —8— iMLStar, Fire Products Division WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings RECOMMENDED SETTINGSFOR MICROWIRE WELDINGuPROCESS, CONTINUED imu NEXT .e Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed In/mm Injmm ln/mm AMPS-DC PUS. /PM IPM 1/2-2 0.035 100-130 16-20 210 25-30 0.065 13-50 2 21h -4 0.035 115-150 17-21 270 20-25 11A-2 63-100 31-50 ½-2 0.035 110-140 18-22 220 25-30 0.109 13-50 21/2 -4 0.035 120-160 19-22 290 20-25 3 63-100 1/2-2 0.035 110-140 17-20 210 20-25 0.083 13-50 21/2 -4 0.035 120-150 17-20 270 20-25 2.5 21/2 -4 63-100 63-100 ½-2 0.035 120-160 19-22 290 20-25 0.120 13-50 2½-4 0.035 130-160 19-22 240 20-25 3 63-100 1/2 -2 0.035 120-150 17-20 210 20-25 0.109 13-50 - 21/2 -4 0.035 130-150 18-20 270 15-20 3 63-100 5-6 1/2 -2 0.035 130-160 19-22 290 20-25 125-150 - - - 13-50 - - 0.134 21/2-4 0.035 140-160 20-22 270 15-20 3.5 63-100 - 21/2-4 -0.045 180-205 20-24 245 27-32 - 63-100 ½-2 0.035 120-150 17-20 240 20-25 13-50 0.109 21/2 -4 0.035 130-150 18-20 260 15-20 - 3 63-100 21/2 -4 0.045 170-220 18-22 290 12-18 63-100 -- - 1h -2 0.035 130-160 19-22 240 20-25 200 13-50 0.148 2½-4 0.035 140-160 20-22 260 15-20 3.5 63-100 21/2 -4 0.045 180-225 20-24 290 12-18 63-100 1 Shielding Gas Flow (FOR ALL sizEs) 20-25 CFH I Merit assumes no liability for any consequential damages resulting I Co2 - Deeper penetration, faster welding, low cost. from the improper use of its Tee-Let Welding Outlet Fittings, nor for 25% - Argon, 75% - CO2, Recommended for .134 wall and lighter, high welding speeds any recommendations made with respect to installation procedures. without melt through, minimum distortion and spatter, good penetration. I I iiMLStar Fire Products Division INTERNATIONAL, INC. I Corporate Offices 110 Corporate Drive, Suite 10 • P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 E-mail address - Webmaster©anvilintl.com www.anvilintl.com For Sales and Service Information Contact the Regional Service Center Nearest You or Visit Our Website at www.anvilstar.com U.S. Regional Service Centers I I I I I I NORTHEAST REGION Servicing: Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, East Pennsylvania, Rhode Island, Vermont, Virginia 2530 Pearl Buck Road Bristol, PA 19007 Tel: 215-788-4056 • Fax: 215-788-4475 Toll Free: 1-800-451-2935 I MIDWEST REGION I Servicing: Illinois, Indiana, Iowa, Kansas, I Kentucky, Michigan, Minnesota, Missouri, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin - - - - 750 Central Avenue I University Park, IL 60466 Tel: 708-534-1414 • Fax: 708-534-5441 Toll Free: 1-800-301-2701 SOUTHERN REGION Servicing: Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming I 1313 Avenue R Grand Prairie, TX 75050 'Tel: 972-343-9206 9 Fax: 972-641-8946 Toll Free: 1-800-451-4414 I WESTERN REGION Servicing: Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-331-7029 • Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +3153 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1 708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 • Fax: 708-534-5441 AK W_ALar~;Slp TM Fire Products Division of Anvil International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 • Fax: 708-534-5441 Toll Free: 1-800-301-2701 #327 I Printed in USN RPI / 2.5M / 4.05 / ©2005 Anvil International, Inc. 1= Cast Iron Threaded Fittings -- i SMLTHCOOPER® INTERNATIONAL I ---.- -J i Cast Iron Threaded Fittings I rsieeffi:cations I • branded cast iron threaded fittings are UL Listed and FM Approved at 300psi Rated to 125# WSP Casting date on each fitting c®us Grey iron castings conform to ASTM A126 LISTED I • Cast iron fitting dimensions conform to ASME B16.4 Class 125 I • NPT threads on fittings conform to ASME 131.20.1 < > APPROVED Cast iron fittings have SCI Trademark and are 100% air tested I • Manufacturing facility is ISO 9001:2008 and ISO 14001 I I I I LI I I I I I Size IN Part Number A IN Packing Weight LB Inner Master 1/2 37E 1004 1.13 90 180 0.3 3/4 37E 1006 1.31 50 100 0.5 1 37E 1010 1.50 35 70 0.8 1-1/4 37E 1012 1.75 20 40 1.3 1-1/2 37E 1014 1.94 15 30 1.7 2 37E 1020 2.25 7 14 2.7 2-1/2 37E 1024 2.70 4 8 4.3 I I I Fig. 37RE1 - 900 Reducing Elbow Size IN Part Number A IN B IN Packing Weight LB Inner Master 1 x 1/2 37RE1010004 1.36 1.26 50 100 0.5 1x3/4 37RE1010006 1.45 1.38 40 80 0.7 1-1/4x1/2 37RE1012004 1.53 1.34 32 64 0.8 1-1/4x3/4 37RE1012006 1.63 1.45 28 56 0.9 1-1/4x1 37RE1012010 1.67 1.58 25 50 1.0 1-1/2x1/2 37RE1014004 1.75 1.52 25 50 1.0 1-1/2x3/4 37RE1014006 1.75 1.52 20 40 1.1 -1-1/2 x 1 37RE1014010 :1-1.80 1.65 18 1 36 1.3 1-1/2x 1-1/4 37RE1014012 1.88 1.82 14 28 1.5 2x1/2 37RE1020004 1.97 1.60 1 15 1 30 1 1.4 2x 3/4 37RE1020006 1.97 1.60 15 30 1.6 2x 1 37RE1020010 2.02 1.73 12 24 1.8 2x1-1/2 37RE1020014 2.16 2.02 10 20 2.3 I I I I I I I Fig. 37F1 -45° Elbow Size IN Part Number A IN Packing Weight LB Inner Master 1 - 37F 1010 1.26 40 80 0.7 1-1/4 37F 1012 1.29 22 44 1.2 1-1/2 . 37F 1014 1.44 16 32 1.5 2 37F 1020 1.69 8 16 2.6 I I Size IN Part Number ____ A IN Packing Weight LB Inner Master lx 1/2 37R01010004 1.69 60 120 0.5 1x3/4 37RC1010006 1.69 50 100 0.6 2x1 (not hex) 37RC1020010 2.81 16 32 1.5 I C&US APPROVED Fig. 37E 1- 90° Elbow LISTED Fig. 37T1 -Tee Size IN Part Number A IN Packing Weight LB Inner Master 1/2 3711004 1.13 60 120 0.4 3/4 3711006 1.31 30 60 0.7 1 37T 1010 1.50 20 40 1.1 1-1/4 37T 1012 1.75 12 24 1.8 1-1/2 37T 1014 1.94 8 16 2.4 2 37T 1020 2.25 5 10 3.8 Fig. 37RC1 -Hex Coupling I 07 C1.,!TmL7 r'rcnc'D T1Tmt'11)NTAmT1-\TA1 0 - T'CT I t'DE't? I 0ññ 744 A1V7i - L'A'V 121\ OflA AA - C®uS ze APPROVED Fig. 37RT1 - Reducing Tee LISTED I I I I I I I I I I I I I I I I I I I Size IN Part Number A IN B IN C IN Packing Weight LB Inner Master 1 x 1/2 37R11010004 1.26 1.26 1.36 25 50 0.9 1x1/2x1 37RT1010004010 1.50 1.36 1.50 24 48 L9 1 x3/4 37RT1010006 1.38 1.38 1.45 22 44 1.0 1x3/4x1 37RT1010006010 1.50 1.45 1.50 20 40 1.0 lx 1-1/4 37R11010012 1.67 1.67 1.58 15 30 1.4 1-1/4x1/2 37RT1012004 1.34 1.34 1.53 18 36 1.3 1-1/4x 1/2 x1-1/4 37RT1012004012 1.75 1.53 1.75 18 36 1.4 1-1/4 x3/4 37RT1012006 1.45 1.45 1.62 15 30 1.4 1-1/4 x 3/4 x1-1/4 37RT1012006012 1.75 1.62 1.75 15 30 1.5 1-1/4 x1 37R11012010 1.58 1.58 1.67 15 30 .6 1-1/4x1x1/2 37RT1012010004 1.34 1.26 1.53 20 40 1.1 1-1/4x1x3/4 37RT1012010006 1.45 1.38 1.63 16 32 1.2 1-1/4x1x1 37RT1012010010 1.58 1.50 1.69 15 30 1.4 1-1/4x1x1-1/4 37R11012010012 1.75 1.69 1.75 12 24 1.6 1-1/4x1x1-1/2 37R11012010014 1.88 1.80 1.82 12 24 1.8 1-1/4x1-1/2 37RT1012014 1.88 1.88 1.82 10 20 2.0 1-1/2x1/2 37R11014004 1.41 1.41 1.66 12 24 1.6 1-1/2x1/2x1-1/4 37R11014004012 1.81 1.56 1.88 12 24 1.7 1-1/2x1/2x1-1/2 37R11014004014 1.94 1.66 1.94 12 24 1.8 1-1/2x3/4 37R11014006 1.52 1.52 1.75 12 24 1.8 1-1/2x3/4x1-1/4 37R11014006012 1.94 1.66 1.88 12 24 1.7 1-1/2x3/4x1-1/2 37R11014006014 1.94 1.75 1.94 12 24 1.9 1-1/2x1 37RT1014010 1.65 1.65 1.80 10 1 20 1.9 1-1/2x1x1/2 37R11014010004 1.44 1.25 1.69 18 36 1.3 1-1/2x1x3/4 37R11014010006 1.50 1.44 1.75 15 30 1.4 1-1/2 x 1 x 37RT1014010010 165 150 180 12 24 16 1-1/2x1x1-174 37R11014010012 1.82 1.67 1.88 10 20 1.8 1-1/2x1x1-1/2 37R11014010014 1.94 1.80 1.94 8 16 2.1 1-1/2x1-1/4 37RT1014012 1.82 1.82 1.88 8 16 2.2 1-1/2x 1-1/4x 1/2 37RT1014012004 1.41 1.34 1.66 15 30 1.51 1-1/2x1-1/4x3/4 37RT1014012006 1.52 1.45 1.75 12 24 1.6 1-1/2x1-1/4x1 37R11014012010 1.65 1.58 1.80 12 24 1.8 1-1/2x1-1/4x1-1/4 37RT1014012012 1.82 1.75 1.88 10 20 2.1 1 1/2x1 1/4x1 1/2 37RT1014012014 194 188 194 8 16 231 1-1/2x1-1/4x2 37RT1014012020 2.16 2.10 2.02 6 12 2.7 1-1/2x2 37R11014020 2.16 2.16 2.02 5 10 2.9 2x1/2 37RT1020004 1.49 1.49 1.88 8 16 2.6 2x 3/4 37RT1020006 1.60 1.60 1.97 8 16 2.6 2 x 1 37RT1020010 1.73 1.73 2.02 6 12 - 2.9 2 x 1 x 2 37RT1020010020 2.25 2.02 2.25 5 10 3.1 2x1-1/4 37RT1020012 1.90 1.90 2.10 5 10 3.2 2x1-1/4x2 37RT1020012020 2.25 2.10 2.25 5 10 3.2 2 x 1-1/2 37RT1020014 2.02 2.02 2.16 5 10 3.3 2x1-1/2x1/2 37R11020014004 1.49 1.41 1.88 8 16 2.1 2x 1-1/2x3/4 37R11020014006 1.60 1.52 1.97 8 16 2.2 2x1-1/2x1 37R11020014010 1.73 1.65 2.02 8 16 2.4 2x1-1/2x1-1/4 37RT1020014012 1.90 1.82 2.10 7 14 2.7 2x1-1/2x1-1/2 37RT1020014014 2.02 1.94 2.16 7 14 2.9 2x1-1/2x2 37RT1020014020 2.25 2.16 2.25 5 1 10 3.4 2x2-1/2 37RT1020024 2.60 2.60 2.39 f 3 6 4.6 Cr4TmTJ ('CV\DE'D T..Tmt'DxrAmTrNTAT ® - T'rT T t'Dt'L' I QAA If(Wl'7t - L'AV ()2\ 0(1(1 4n Cf no TM Victaulic FireLockTM Innovative Groove System I IGS Ltauii for 17DN25 Sprinkler Pipe 10.54 JGSTM No. 142 Style 922 Style 920N No. 101 Style 108 No. 102 Style 115 Welded Outlet Outlet-I Mechanical-T Outlet lnstallation-Ready' Installation-Ready" nstallation-Ready"' OGS x IGSr 90" Elbow Rigid Coupling Tee Reducing Coupling _CD No. 148 Sprinkler No. 65 No. 144 No. 145 Female NPT No. 147 No. 143 No. 140 Reducer, NPT or Grooved End OGS x IGS1M Grooved or BSPT Threaded x Back-To-Back Close Nipple Male NPT or BSPT I BSPT sprinkler outlet of Run Fitting Concentric Reducer Groove 90" Elbow sprinkler tee Threaded x Groove Adapter AM, milk" I _ No. 141 No. 146 Cap WB-1 NAP-1 RG2100 Roll VicFlex"' Series VicFlex"' Series I Female NPT or BSPT IGS"' Weld lGS" Weld Grooving Tool AH2-CC Braided AH1-CC Braided Threaded x Groove - Plunger Cone Plunger Cone Flexible Hose Flexible Hose Adapter - - - with Captured with Captured Coupling (Refer to Coupling (Refer to I publication 10.85) Dublication 10.95) 1.0 PRODUCT DESCRIPTION Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials please contact Victaulic. I Maximum Working Pressure Up to 365 psi/2517 kPa/25 bar Pipe Preparation I . Cut (Sch. 40) or roll (Sch. 10 or Sch. 40) grooved in accordance with publication 25.14: Victaulic IGS Groove Specifications. RG2100 Grooving Capability 1"/DN25 I . Workstation designed to cut, ream and form a roll groove on carbon steel, Sch. 10 or Sch. 40 pipe. . This tool has a minimum pipe length requirement of 41/27114 mm. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph I Submitted By Date Approved Date I victaulic.com 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights J 1 reserved. (c1tEluIic I __ I victaulic.com I 2.0 CERTIFICATION/LISTINGS TED I NOTES Approvals listed above do not apply to the RG2100 Roll Grooving Tool, and the W13-1 and NAP-1 lGS" Weld Plunger Cones. I 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: I D Orange enamel Red enamel (Europe) Optional: Hot dipped galvanized I Gasket: Victaulic Grade "E" EPDM (Type A) Vic-PIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved I for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: I . Reference should always be made to publication -100, Victaulic Field Installation Handbook for gasket lubrication instructions. . Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: I D Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M1O-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - I hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (imperial) or Type II (metric). - . Coupling Linkage: High Strength Steel with Comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type III Finish I No. 140, 141, 142, 143, 144, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A, Type E or S - ... - No:65,-145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. WB-1: Steel Alloy No. NAP-1: Aluminum Alloy RG2100 Roll Grooving Tool: I Required Power Supply: Power Drive with Foot Switch (½ HP, Universal reversible motor, single-phase, 25-60 HZ) Accessories/Components: 0 Tool head assembly 1 0 Carriage assembly - accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever I I I I . 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 2 \,/tauIic victaulic.com 4.0 DIMENSIONS No. 142 Welded Outlet ID. to Actual Inside Nominal Outside Diameter Diameter Weight inches inches Approximate DN mm l. D. E to E (Each) inches inches lb Run x Branch Run x Branch mm mm kg 1 1/4 - 11/2 1 1.660 - 1.900 1.049 1.00 0.2 DN32 - DN40J 42.4-483 ] 26.6 25.4 0.1 1.049 1.00 0.2 11/2-2 1.900-2.375 DN40 - DN50 48.3-60.3 26.6 25.4 0.1 1.049 1.00 0.2 2-2½ 1 2.375-3.000 j 1.315 DNSO- DN65 DN25 60.3-76.11 33.7 26.6 25.4 0.1 1.049 1.00 0.2 21/2 -3 2.875 - 3.500 0N65- DN80 73.0-88.9 26.6 1 25.4 1 0.1 - 3.500 - 4.500 ] 1.049 1.00 0.2 DN80 - DN1 00] 88.9- 114.3_i 26.6 25.4 0.1 4.1 DIMENSIONS v Style 922 Outlet-I 1 1/4 ! I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 1-0.,4tauIic Size Bolt/Nut - Dimensions __ Weight Actual Nominal Outside Diameter Minimum Hole Maximum inches inches Diameter/Hole Hole Diameter! Approximate ON mm Size . Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 1.6601 1 /i 1 ¼ 4.13 1.98 1.10 2.70 1.1 __J 2 x13, 30.0 32.0 _105.0 50.3 27.9 68.6 0.5 1 3M 1¼ 4.25 2.11 1.22 2.70 1.2 11/2 1.900 DN4O 48.3 2 3/sx13/3 30.0 32.0 108.0 53.6 31.0 68.7 0.5 1 1.315 - -. 1 /16 1 1/4 4.75 234 1.46 2.56 1.2 DN25 ____ %x13/ 30.0 32.0 120.6 59.4_ _37,1 65.1 0.5 1 3M 1 ¼ 5.50 2.67 1.71 2.56 1.6 21/2 2.875 73.0 2 3/sxl3/s 30.0 32.0 139.7 67.8 43.4 65.1 0.7 2 %x13/8 1 3A6 ¼ - 5.52 2.75 1.71 2.56 1.7 30.0 32.0 140.3 69.8 43.4 65.1 0.8 I I I I I I I I I I I I I I I I I I I H victaulic.com 4.2 DIMENSIONS Style 920N Mechanical-I Outlet Imp, ilvk-w k wom-A Lr~ '& ON Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximium inches inches Diameter/Hole Hole Diameter/ Approximate ON mm Size Saw Size Hole Saw Size V V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 3 I 3.500 1½ 1/8 6,42 3.12 2.28 2.75 2.7 DN8O]1 _ 88.9] 1.315 2 ½x2~ 38.1 41.0 163.0 79.2 57.9 69.9 1.2 4 X DN25 _ 4.500 X 33.7 1 ½ 1 1/8 186.6 3.62 2.69 2.75 3.0 ON100 114.3 2 ½x234 38.1 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS No. 101 Installation-Ready 900 Elbow Size Bolt/Nut Dimensions _________ Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to E B Pre-Assembled Assembled (Each) inches inches - inches inches inches inches inches inches lb ON mm mm mm mm mm mm mm kg 1 1.315 3/8x2 1.25 2.13 4.25 2.75 2.75 2.2 DN25 33.7 M10x50 32 54 108 70 70 1.0 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 ..j(citauIic. victaulic.com 4.4 DIMENSIONS Style 108 Installation-Ready Rigid Coupling Preassembled Assembled Pipe End Size Separation' Bolt/Nut Dimensions Weight Actual Pre-Assembled Assembled Outside Approx I Nominal Diameter Allowable Qty. Size X Z YL YB X Z (Each) inches inches inches inches YLT in m ,inchess inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm mm kg 1 1.315 0.14 3/8 x2 1.66 2.17 2.58 1.43 1.61 2.29 2.27 1.43 1.5 0N25 33.7 3.6 1 M10x50 42.2] 55.2 65.5]363 41.0]58.2 57.5]363 0.7 I The allowable pipe end separation dimension shown is for system layout purposes only. FireLocklM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to øublication 10.65 for the Style V9 sprinkler coupling. 4.5 DIMENSIONS No. 102 Installation-Ready Tee Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to B C to R D Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches inches lb ON mm mm mm mm mm mm mm mm kg 1 1.315 3/8 X2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 DN25 33.7 M10x50 32 1 54 1 54 1 105 1 70 70 1.4 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 Ac--taul-icr 4.6 DIMENSIONS Style 115 OGS A IGS Reducing Cuuplitig Y X. Pre-Assembled Assembled Pipe End Dimensions Pre-Assembled Assembled Size Separation2 Bolt/Nut Weight Actual Approximate Nominal Outside Diameter Allowable Qty. Size X Y Z X Y Z (Each) inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm kg 11/4 I 0.14 %x2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 0N32] 1 1.315 3.6 2 M10x50 79 121 44 67 121 44 0.9 1½ 0N25 337 H48.3 0.14 3kx2 3.25 t 4.88 1.75 2.88 4.88 1.75 2.1 DN40 3.6 2 - M10x50 83 124 44 73 124 44 0.9 2 The allowable pipe end separation dimension shown is for system layout purposes only. FireLock" Style 115 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. I I I I I I I I I Is 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6 'j4ttauiic. I I I I I 1-1 I n 4.7 DIMENSIONS No. 148 Sprinklor Re-du-Gar EIEfl L-U, Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DN I kg 3 1 1.315 ½ 3/4 0.4 76 .__DN25 33.7 DN15 DN20 0.2 3.5 1 1.315 ½ 3/4 0.5 89 DN25 33.7 DN15 DN20 0.2 4 1 1.315 ½ '/4 0.6 102 DN25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 1/4 0.6 114 DN25 33.7 DN15 DN20 0.3 5 1 1.315 ½ 3/4 0.7 127 0N25 _33.7..... _DN15 DN20 0.3 5.5 1 1.315 ½ 3/4 0.8 140 DN25 33.7 DN15 DN20 0.3 6 1 1.315 ½ 3/4 0.8 152 DN25 33.7 DN15 DN20 0.4 12 1 1.315 ½ 3/4 1.7 305 DN25 33.7 DN15 DN20 0.8 18 1 1.315 ½ 3/4 2.5 457 DN25 33.7 DN15 DN20 1.1 24 1 1.315 ½ 3/4 3.4 610 DN25 33.7 DN15 DN2O 1.5 30 1 1.315 ½ 3/4 4.2 762 0N25 33.7 DN15 DN20 1.9 NOTE NPT or BSPT available It is acceptable to cut and groOve äbyNo. 148 longer than 6/152mm. The minimum allowable cut length is 67152mm for a No. 148. No. 148 DoUbic Ended Sprinkler Reducer P E to I 0 Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN ON kg 36 1 1.315 ½ 3/4 5.0 914 DN25 33.7 DN15 DN20 2.3 NOTE 36/914mm size features sprinkler outlet on both ends for field fabrication. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 ,j(tauIic. I I I I I I I I I I I I I I LII I I I victaulic.com 4.8 DIMENSIONS No. bb ui, Grooved End of Run Fitting Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb DN mm mm kg 11/4 1 1.660 1.88 0.7 DN32 J 42.4 48 0.3 2.00 0.8 1 ½ 1.900 DN40 48.3 51 0.4 2.25 57 1.2 - 0.5 2 1 1 DNSOJ DN25 2.375 1 1.315 60.3j 33.7 2.50 1.6 21/2 2.875 73.0 64 0.7 2.75 2.6 F780 3.500 1 889_i 70 1.2 4.9 DIMENSIONS No. 111 OGS x ICS Grooved Concentric Reducer ffj Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches inches inches lb DN mm mm kg 1½ 1.660 3.00 0.5 DN32 1 42.4 1.315 76 0.2 11/2 DN25 1.900 33.7 3.00 0.6 DN40 48.3 76 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 8 Ac-taul-ilce I I victaulic.com 4.10 DIMENSIONS No. 115 Female Threaded x Croove 90" Elbow CTE O GE Size Dimensions Weight Actual Outside Nominal Diameter inches inches Approximate DN mm C-TE inches C-GE inches i (Each) lb Threaded Grooved Threaded I Grooved Outlet Outlet Outlet Outlet mm mm kg ½ 0.840 1.45 1.60 0.5 DN15_j 1 21.3 1.050 1.315 36.8 40.6 0.2 3/4 1.45 1.60 0.5 DN20 DN251 26.9 33.7 1.315 36.8 40.6 0.2 1 1.50 1.60 0.5 DN25_j 33.7 j 38.1 40.6 0.2 U U U U U U U U 4.11 DIMENSIONS No. 147 Back -Bad Spruiikler Tee C to[G E -to 1'7'- tj Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate DN mm C-TE inches C-GE inches (Each) lb Threaded Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet Outlet mm mm kg 1h ½ 1 0.840 0.840 1.315 1.75 1.60 0.7 DN15 DN15 DN25 j_21.3 x 21.3 x 33.7 445 40.6 03 NOTE: Approved for use with one or two ½" NPT Sprinklers threaded directly into outlet connection(s). I 10.54 10161 Rev G Updated 04/2020 0 2020 Victaulic Company. All rights reserved. I victaulic.com Aic-taul-icr victaulic.com 4.12 DIMENSIONS No. 143 Close Nipple Size Dimensions Weight Actual Outside Approximate Nominal Diameter E to E (Each) inches inches inches lb ON mm mm kg 1.53 0.2 38 0.1 2 0.3 51 0.1 2.5 0.4 64 0.2 3 0.4 1 1.315 76 0.2 DN25 33.7 3.5 0.5 89 0.2 4 0.6 102 0.3 4.5 0.6 114 0.3 5 0.7 127 0.3 Bolt pad interferences may occur in some installation configurations. 4.13 DIMENSIONS No. 140 Male Threaded x Groove Adapter El I I I I Ii I 1 111 I I I Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.50 0.3 DN25 33.7 63.5 0.1 No. 141 Female Threaded x Groove Adapter E to E - Size Dimensions Weight Actual Outside Approximate Nominal Diameter E.E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.00 0.5 DN25 1 33.7 50.8 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 I I I I I I I I 4.14 DIMENSIONS No. 146 Cap II Size Dimensions Weight Actual Outside Approximate Nominal Diameter T (Each) inches inches inches lb DN mm mm kg 1 1.315 0.55 0.2 DN25 33.7 1 14.0 1 0.1 4.15 DIMENSIONS WB-1 Weld Plunger Cone rn I E to E D1I Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 3.75 1.63 2.00 2.2 95.3 41.3 50.8 51.0 I NOTE WB-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. I 4.16 DIMENSIONS NAP-i Weld Plunger Cone I D2 -1 E to E I NOTE NAP-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. S I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 '%j$'tauI iii c Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 1.75 1.88 1.50 0.3 44.5 47.6 38.0 0.2 __ 4.17 DIMENSIONS RG2100 Roll Grooving Tool I Tool A B C Weight inches inches inches lb mm mm mm kg 8.5 17.1 8.7 37.5 216 435 222 17.0 I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. i victaulic.com 12 'tauIia. I I F' I I I I I fl fl I I I I I victaulic .com 5.0 PERFORMANCE Friction Flow Data Size EquivalentLength of 1' Sch. 40 Pipe (C=120) Actual No. 102 No. 102 Nominal Outside Diameter No. 101 (Branch) (Run) Style 115 No. 148 No. 144 inches inches feet feet feet feet feet feet DN mm Style 922 Style 920N meters meters meters meters meters meters 1 1.315 See publication See publication 2.0 5.0 2.7 - flQ _0.61_ 1.52 - 0.82_ - See note - 5.7 3.9 1¼ 1 1.660 1.315 DN32 DN25 42.4 33.7 - - - - - 1.74 - 1.1 9 5.0 4.3 i1 1.900 DN40 1 48.3 - - - - - 1.52 NOTE In accordance with NFPA 13, friction loss shall be excluded for fittings directly connected to a sprinkler. For hydraulic calculations, Victaulic recommends using the installed length (E-E or cut length) of the No. 148 Sprinkler Reducer as the equivalent length of 170N25 Sch. 40 pipe. I I I I I I I I I I I S U 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 _j#tauuicr I I El I Ii I I I I I I I I I I I I , I I I I I I I I victaulic.com 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cULus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 1424 365 365 365 232 2517 2517 2517 1600 25 25_ 25 16 9224 300 300 365 232 2100 2100 2517 1600 _________ 21 21 25 16 920N4 365 300 365 232 2517 2100 2517 1600 25 21 25 16 1015 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1085 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1025 365 365 365 232 2517 2517 2517 1600 25 25 25 16 115 4 365 365 365 232 2517 2517 2517 1600 25 25 25 16 148 365 365 365 232 2517: 2517 2517 1600 25 25 25 16 65 365 365 365 232 2517 2517 2517 1600 25 25 25 16 144 365 365 365 232 -- 2517.... 2517 2517 1600 25 25 25 16 145 365 365 365 232 2517 2517 2517 1600 25 25_ _25_ 16 147 365 365 2517., 2517 N/A N/A 25 25 143 365 365 365 232 2517 2517 2517 1600 25 1 25 25 16 140 365 365 365 232 2517 2517 2517 1600 25 25 25 16 141 365 365 365 232 2517 2517 2517 1600 25 25 25 16 146 365 365 365 232 2517 2517 2517 1600 25 25 25 16 Maximum pressure rating is 300 psi/21 bar when installed on lightwall steel pipe, as follows Mega-Flow and Mega-Flow-GF steel pipe manufactured by Wheatland Tube Co. Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co. WLS steel pipe manufactured by Wheatland Tube Co. Eddy Flow steel pipe manufactured by Bull Moose Tube Co. Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. Fire-Flo steel pipe manufactured by Youngstown Tube Co. Easy-Flow pipe manufactured by Borusan Mannesmann Maximum pressure rating is 300 psi /21 bar when installed on lightwall steel pipe, as follows: Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co WLS steel pipe manufactured by Wheatland Tube Co Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 14 \/t _au Iicr victaulic.com 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. A WARNING I I Failure to follow instructions and warnings could result in serious personal injury, I property damage, and/or product damage. -. Before operating or servicing any grooving tools, read all instructions in the I manual and all warning labels on the tool. 0 0 Wear safety glasses, hardhat, foot protection, and hearing protection while working around the tool. .. Säve the operating and maintenance manual in a place accessible to all operators of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool, contact Victaulic, P.O. Box 31, Easton,' PA. 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic.com. I I I I I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. I victaulic.com 15 \,/tauIic F I I I I I I I victaulic.com 7.0 REFERENCE MATERIALS 10.06; FireLock Installation-Ready Fittings 10.52: Stale 922 Outlet Tee 10.85: VicFlex Series AH2 ad AH2-CC Braided Hose 11.02 Mechanical-T Bolted Branch Outlets 25.14: Victaulic IGS Groove Specification 1-101-103: FireLockTM Installation -Read vTM Fittings Installation Instruction 1-102: FireLockTM Installation -Read yTM Fittings Installation Instruction -108: FireLockTM Installation-Ready Coupling 1-115: FireLock EZTM lnstallation.ReadyTM Reducing Coupling Installation Instruction I-ENDCAP: Victaulic End Cap Installation Safety Instructions I-V9: Stale V9 Victaulic FireLock1M IGSTM Installation-Ready1M Sprinkler Coupling TM-RG2100: Operating and Maintenance Instructions Manual Victaulic No. 148 Length ½" DN15 outlet DN20 outlet Equivalent Length of 1" E to E Sched. 40 Pipe (C=120) inches feet MITI meters 6.6 3.8 152 2.0 1.2 6-12 5.5 3.8 152-305 1.7 1.2 12-18 6.2 4.3 305-457 1.9 1.3 18-24 6.7 4.7 457-610 2.0 1.4 24-30 7.1 5.2 610-762 2.2 1.6 30-36 7.4 5.4 762-914 2.3 1.6 NOTE When installed in pipe to pipe connections or it is required by the authority having jurisdiction, the equivalent length data in the table above may apply. I I I I I I I H I I I I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made lathe Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer lathe Warranty section of the current Price List or contact Victaulic for details. under any patentor other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. I victaulic.com 16 4t.uiicr I I I I Contractor Approval Contractor's P.O. No. Representative 7O9DCDAOSY Check / Mo Test Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available WattsBox Insulated Enclosures. For more information, send for literature_ES-WB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Existing- For reference only ES-7O9DCDA I Job Name I Job Location Engineer - I Approval - Series 709DCDA Double Check Detector Assemblies Sizes: 3" -10" (80 - 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks. . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, x 3/4" (16 x 19mm) meter and ball type test cocks. Features - - Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with perfornance Design simplicity for easy maintenance Furnished with 5/' x 3/4' (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with UL/FM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. I I I I U I I I I I U I I I Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, I please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. WWAhIuIS Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze Trim: Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffix: OSY - ULJFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10° (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 110°F (0.5° - 43°C) continuous, 140°F (60°C) intermittent Maximum Working Pressure: 175ps1 (12.1 bar) Standards A\MNA Standard C510 Approvals A us Approved .SSIp, B.64 1048 Approved by the foundation for Cross-Connection Controland Hydraulic Research at the University of Southern California. Sizes 4° - 10° (100 - 250mm) approved for horizontal and vertical 'flow up". Size 3° (76mm) approved for horizontal only. Factory Mutual approved 4° - 10 (100-250mm) vertical "flow up". I I I I El I I ----------------------------------------------- ..............A ................................................. 1A1Wi DIMENSIONS WEIGHT In. mm in. A mm C in. mm in. D mm in. mm in. L mm in. R mm I in. mm in. mm U.WiOSYt gates lbs. kgs. 3 80 40 1016 18/e 479 3½ 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 223/4 578 3% 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 62½ 1588 30½ 765 41/2 114 21 533 411/2 1054 16 406 7½ 191 16 406 727 330 8 200 75 1905 373/4 959 1 5½ 140 26 660 1 52 1321 17 432 9 229 21 533 1327 602 10 250 90 2286 453/4 1162 1 61/2 165 32 813 1 64 1626 18 457 10'/4 260 25 635 2093 949 * Service clearance for check assembly from center. tULJFM approved backflow preventers must include UL/FM approved OSY. Ii I I I I I I I I I I I Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow T, minit ....... i••••• ....... i••= ..... ==__. _____• MMMMMMEIMMMMMEMMMMM• II MMMMMMM1MMMMMM MMMM I I I I I .1 I l.jI 8" (200mm) f•F ------ __I ------ __I I •i ---- ! i•i. '------ __I ; Y4 im -•l•I Flili - ---- i. ------ ---- ---- ------ ---- I p ii ii II ID •Iri I !I I11I •jlll A 6" (150mm) MMMMMMMMMMWMMWMM I 1•. :•i FT•I' • '•• ii• ._ I____.. r . • ••• I. I_ • POTTER PAY The Symbol of Protection POTTER AIR VENT UL Listed for Fire Sprinkler Branch line applications per UL subject 2573—"Automatic Air Release Valves for Fire Protection Service' I I I r Removing as much air as possible will also have a positive effect on the performance of vane type waterfiow detectors. The operation of vane type waterfiow, detectors can be delayed or peiéritd if too much air is trapped in the system piping. The intent of the product is to vent as much air from the fire sprinkler system as possible. The PAV provides automatic venting of air as the system is being filled. Furthermore, trapped air can also be vented as the air in the system migrates to the vent location over time. The air vent will automatically close when water reaches the vent. The PAV provides a 1/2" NPT-male connection which will allow installers to safely pipe to a drain, any inadvertent discharge of water that is inherent in the operation of the automatic air vent. INSTALLATION AND SERVICING (See Figures 1 -2) It is strongly recommended to install a ball valve in line with the PAV to assist in servicing the strainer without disabling the sprinkler system. FM Approved "Automatic Air Release Valve for Sprinkler Systems" Service Pressure: Up to 175 PSIG Temperature Range: 40°F to 120°F (4.5°C to 49°C) Air Vent: 1/2" NPT inlet! 1/2" MNPT outlet to drain 5/64' Orifice Brass construction Optional Accessories: Ball valve supervisory switch model RBVS (Supervisory switch only) Used to monitor the position of the isolation valve. Outdoor vent screen assembly for outdoor installations above 40°F. See Figure 2. Ordering Information: Stock No. Model I Description 1119720 PAV - Potter Air vent Optional Equipment: Stock No. Model / Description 5020384 Outdoor Vent Screen Assembly 1000040 RBVS Retrofit Ball Valve Switch (w/o cover tamper) 1000035 RBVS-T Retrofit Ball Valve Switch (w/ cover tamper) The Engineer of Record should select the Model PAV, Potter Air Vent installation location. Usually at a point in the system that will vent the most air. The location of the PAV must not interfere with the spray pattern of any sprinkler head. The connection point must be off the top of the pipe. (See Fig. 1) The piping must be level or pitch back toward the fire sprinkler system piping and arranged in such a manner that water will not become trapped. Immediately after installation and filling of the fire sprinkler system, the PAV should be inspected for leaks and proper operation. The unit should be inspected periodically. Thereafter the manufacturer recommends quarterly or more frequently. Inspection should include removal and cleaning of the strainer screen. Remove the screen and flush with clean water. Use a wire brush if necessary to remove any particles trapped in the screen. Pipe the output of the air vent to a drain or other suitable location in the event there is an inadvertent discharge of water from the vent. REPLACEMENT The vent used in the PAV is not field replaceable. If the vent should fail, the entire unit must be replaced. I I I I 11 I I I I I I I I GENERAL DESCRIPTION . - 1. Read and understand the instructions provided before you proceed The PAV is an automatic float type air vent used to reduce the amount with installation. The PAV shall be installed in accordance with local of air trapped in a pressurized fire sprinkler system. Reducing the ordinances and the applicable NFPA13, NFPA13D, or NFPAI3R amount of air in a fire sprinkler system is essential to help protect the standard. system piping from the effects of corrosion that is often found at the air/water interface in the fire sprinkler system piping. I Potter Electric Signal Company, LLC • St. Louis, MO • Cust-Service: 866-572-3005 • Tech Support: 866-956-0988 • Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401165- REV D PAGE 1 OF 2 I 8/11 1/2" MALE NPT DRAIN AIR VENT VALVE I I DPOTTER PAY The Symbol of Protection POTTER AIR VENT FIG. 1 PAY OUTLINE DRAWNG 77116 L] I I POTTER RBVS (OPTIONAL) AVAILABLE FROM POTTER DIS TRIBUTION coo (centerline) I PIPING CONNECTION FROM TOP OF SPRINKLER PIPING I I DWG# 1165-2 40 MESH TYPE STRAINER NOTE: It is strongly recommended to install -_ a ball valve and nipple (supplied by SPRINKLER PIPING others). I I I I I FIG. 2 PAY ASSEMBLY R[ 5020384 OUTDOOR VENT SCREEN ASSEMBLY - i;2"90 ELBOW 1/2"X2" 1/2.BALL VALVE NIPPLE 1/2" CLOSE NIPPLE SCREEN tz— CAP 1/2" X 2" NIP 1/2" STRAINER 1/2" CLOSE NIPPLE—" j 111-~~ /2" 90 ELBOW L 1/2" UNION CONNECTION 1/2" CLOSE NIPPLE DWG # 1165-1-B NOTE: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others, PRINTED IN USA MFG. #5401165- REV D PAGE 2 OF 2 8/11 I I I I Pipe Hangers TOLCOTM Fig. 200 - "Trimline" Adjustable Band Hanger TOLCOTM Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCOTM Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 1/2" (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S A @ us <~> Overall Height LISTED APPROVED B Center of pipe to top of knurled hanger rod nut. 0 Top of pipe to bottom of hanger rod nut Fig. - - 200-'P & 20O-/4 Fig. 200-21/2 to 200-8 1 Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). 2004 to Conforms to Federal Specifications WW-H-1 71 E & A-A-11 192A, Type 10 200-2 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. I Maximum Temperature: 650°F (343°C) 400 R Finish: Pie-Galvanized. Stainless Steel 40 materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the I -metric rod size to the figure number. Example: 200M8-11/2 or 200M10-11/2 Fig. 200C Fig. 200F Fig. 200 Fig. 200 & Fig. 200S t M8 rod size is not UL Listed or FM Approved 200C-1'/2 shown 200F-1 '/z shown shown with captured nut shown with I 1" thru 2" sizes only non-captured nut Part No.** in. (mm) in. mm I Pipe Size Rod Size A in. (mm) B in. (mm) D in. (mm) Max. Rec. Load lbs. (kN) Approx. Wt./100 lbs. (kg) I 200-1/2 1/2 (15) - /8"-16 Wt or MiD 31I8" (79.4) 2/8" (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-/4 3/4" (20) /8"-16 M8t or M10 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) I Ijooi 1 1251 3/8"-16 Wt or M10 3/8 (857) 2/8 (667) 11/8 (286) 400 (178) 12 (55) ] 200-11/4 11/4" (32) /8"-16 M8t or M10 33/4" (94.0) 2/8" (73.0) 1/32" (29.3) 400 (1.78) 13 (5.9) Liöoi1/2 i1/2" (40) /8"-16 Mt8 or M10 37/s" (98.4) 2/' (73.0) 1/16" (30L 400 (1.78) 14 16M1 200-2 2' (50) /8'-16 Wt or M10 41/2" (114.3) 3" (76.3) 1/16" (30.2) 400 (1.78) 15 (6.9) EIIo-2'i2 2'/2'(65) /8'-16 MiD 5/8" (142.9) 41/8" (104.7) 1/16" (36.5) 600 (2.6 j13i 200-3 3" (15) /8"-16 MiD 51/8" (149.1) 4" (101.6) 11I4" (31.7) 600 (2.67) 29 (13.3) [200-31I2 31/2 (90) /8"-16 M10 73/s" (187.3) 5'/4'(133.3) 2/16" (55.6) 600 (2.67) 34 (15.6) 1 200-4 4" (100) /8"-16 M10 7 /8" (187.3) 5' (127.0) 1/8" (34.9) 1000 (4.45) 35 (16.0) __5_' (112 -5) 1/2"_3 M12 91/8 (231.8) 61/4" (158.7) 311/32"(84.9) 1250 (5.56) 66 (30.2) ] I 200-6 6" (150) 1/2"_13 M12 101/8" (257.2) 6/4" (111.4) 2/32" (56.3) 1250 (5.56) 73 -- . ?2008 8" (200) 1/2'_13 M12 131/8" (333.4) 83k' (222.2) 3/32" (81.7) 1250 (5.56) 136 (62.3) 1 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton I TOLCO Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1' (25mm) thru 20(500mm) clevis hanger Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21/2" -8" (133100) only Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pre-Galvanized. Contact customer service for alternative finishes and materials. I I I I I I I I Order By: Figure number and finish 1" (25)thru i'ir lo I P1 Hangers OPM PipXeze Approx. Wt.I100 Part No. X. (mm) lbs. (kg) [ 1CBS-1 1" (25) 3.2 (1.4) 1CBS-1." 11/4" (32) 4.1 (1.8) [_C -1'/2 11/2" (40) 4.8 (2.2) CBS-2 (50) 9.4 (4.2) I 1CBS-21/2 21/2" (65) 11.4 (5.2) 1CBS-3 (75) 13.9 (6.8) L1 cBS-3'I2 31/2" (90) 16.0 (72) 1 1CBS-4 (100) 18.0 (8.1) rwBs-5 (125) 27.3 (12.4) 1 1CBS-6 (150) 32.5 (14.7) [iBS_8 8" (200) 42.5 (19.2) 1CBS-10 10" (250) 72.7 (32.9) L..!.cBS-12 12" (300) 86.3 (39.1) 1 1CBS-14 14" (350) 157.6 (71.5) 1CBS-16 16" (400) 183.7 (83.3) _J 1CBS-18 18" (450) 224.6 (101.9) 1CBS-20 20" (500) 254.0 (115.2) 1 TOLCOTM Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4' (20mm) thru 2' (40mm) pipe. Material: - Pie-Galvanized Steel Function: - Designed to be used in conjunction withFig. 200 band hangers I to restrict the upward movement of piping as it occurs during sprinkler head - activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. I This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band I hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from I 3/4 )20mm) thru 2" (40mm). Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 8/6/2014 22 B-Line series Fire Protection Solutions Specify Length - •1' A Thread Size I Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: 3/8"-16 thru /8"-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. Thread Size A Sta rd Th9ai1Leng(h TI ,' in. (mm) 650°F (343°C) Lbs. (kN) Design Load 150°F (399°C) Lbs. NN) [ B3205-3/8 X L 3/8 J" 21I2" (63.5) 730 (3.25) 572 (2.54) B3205-1/2 x L 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205-5/8 x /8"-11 21/2" (63.5) 2160 (9.61) 1692 (1.52) 1 B3205-3/ ../4"-10 3" (16.2) 3230 (14.37) 2530 (11.25) 1i -/8 X 1 /8"-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) 1 or larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod - 120" (3.05m) Lengths TOLCOTM Fig. 99 - All Threaded Rod Cut To Length Size Range: 1/420 thru 7/8"-9-rod in 120' lengths or cut to length Material: Steel - Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-1 3. Order By: Figure number, rod size, length and finish Part No. - Size x Length ATR I Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 R. Lbs. (kg) LAIR'/(x120 -- 99-1/4 x length 20 240 (1.07) 12 (5.44) AIR 3/8" x 120 993/8" x length 16 730 (3.24) 29 (13.15) [1/2 X120 99 1/2 x length 13 1350 (600) 53 (24 04) j ATR 5/8 x120 99-5/8 xlength 11 2160 (9.60) 89 (40.37) LtR3/4 x120 3/( x length 10 3230 (14.37) 123 (55.79) ] AIR /8" x 120 1 99-/8 x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions I I I I I I 1 Fig. 980 I Seismic Bracing I TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8" to 3/4" (FM Approved) I Size Range: One size fits bracing pipe 1" (25mm) thru 2 (50mm), B-Line series 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31 .7mm) thick. Material: Steel I Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2016) 9.3.5.8.4 indicates clearly that fastener table load values are I based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component I of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO 'braced pipe" attachment, Fig. 1000, 1001, 3000, 4L, 4LA, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. APPROVED Set Bolt Included Mounting Hardware Is Not Included To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L, 4LA or other TOLCO approved attachment to pipe that make up a sway brace system of bracing materials which satisfies the requirements of Factory Mutual Engineering and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Fig. 1001 Contact customer service for alternative finishes. Fig. 980 Order By: Figure number and finish. / Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Brace Pat. #7,669,806 Lateral Brace Designed to meet or exceed requirements of FM DS 2-8. I Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B D 300 -440 450 - 59° 600 -740 750 -900 Wt./100 in. (mm) in. (mm) in.. (mm) in. .- (mm) lbsl(kN) lbs./(kN) lbsl(kN) lbsl(kN) 1 lbs. (kg) I Lois /8j95 980-1/2 * 1/2" (12.7) 51/4" (133.3) 1/8" (41.6) '3/32"(m3) 11/32" (13.5) 1320 1970 2310 2550 J49.JLJ 148 (67.1) 51/" (1333) li/s" (41.6) 11/16" (17.5) (5.87) (8.76) (10.21) (11.34) 147 (66.7) 1 90/4 /i(19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 146 (66.2) l * Standard size. ** Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see page 106. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise B-Line series Fire Protection Solutions 61 Eaton I I I I I Fig. 41 Longitudinal Brace OPM APPROVED I Seismic Braci TOLCOTM Fig. 41 — Longitudinal In-Line Sway Brace Attachment (FM Approved) Size Range: 21/2 (65mm) through 8' (200mm) IPS Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2 (65mm) through 8(200mm) pipe. For UL Listed information refer to UL Listed page 74. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the 'braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the 'bracing pipe' and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe' into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. Brace Fig. 980 Fig. 41 Longitudinal Brace ii I I I F Ii I I I I I Pipe Max. Rec. Load (FM) Approx. Part Size A C D Bolt Size 300440 45°-59° 600140 75 -900 W000 No. in. (mm) in. (mm) in: (mm) in.:. (mm) lbs. (kN) lbs. (kNI lbs. (kN) lbs. (kN) lbs. (kg) [41-21/2 21/2" (65) 6/16 (163.5) 2'12" (63.5) 2/4" (69.8) '/2-13 1030 (4.58) 1180 (5.24) 1420(6.31) 1590(7.07) 253)114.7) j 41-3 3' (80) (111.8) 2/4" (69.8) 31/16" (77.8) 1/2'13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) [41-44" (100) 8'/2' (215.9) 3/8" (85.7) 311/16" (93.7) '/2-13 530 (2.36) 730 (3.25) 890 (3.96) 990(4.40) 348(157.8) 41-5 (125) 93/4' (241.6) 3/8' (98.4) 4/8" (111.1) 1/2"_13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (112.3) [4L (15o) 111/2 (2921) 5 (1270)51/8(1302) 1/2 13 530(236)730 (325) 890 (396)990(440) 640(2903) J 41-8 8' (200) 131/4" (336.5) 5/8" (142.8) 55/9" (142.9) 1/2"13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) FM Approved when used with 1", 11/4', 1½' or 2" Sch. 40 brace pipe FM Approved design loads are based on ASD design method. * UL Listed not FM Approved. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 75 Eaton 1 I I I I I I <g> APPROVED I I 118.0 (53.5) 114.0 (51.7) 115.0(52.1) 121.0(54.9) 1800(8.00)2550(11.34) 3120 (13.88) 1230 (5.47) 1740 (7.74) 2140 (9.52) -1230(5.47)1140(7.74) 2140 (9.52) 1230 (5.47)1740(7.74)2140(9.52) 3490 (25.52) I 2380 (10.58) 2380 (i 5!] 2380 (10.58) 160.4(72.7)800(3.56)1130(5.02) 1380 (6.14) 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 182.4(82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 211.4(95.9) 510 (2.27) 730 (3.25) 890 (3.96) 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) qjj 1640(7.29) T7.29)7 990 (4.40) 990 (4.41 I Seismic Braci TOLCO Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 10 (25mm) thru 8' (200mm) IPS. Pipe size used for bracing: 1° (25mm) and 11/4' (32mm) Schedule 40 (PS. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: I Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS. I Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in I visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe I can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California I Office-of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66. I Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe I size used for bracing (1" (25mm) or 11/40 (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with I other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. I Pipe Size in. (mm) 11"(25) I 11/4" (32) [j1/2" (40) (50) I (80) LoP1 I 6" (150) [—f (200) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe - 11I4 (32mm) Brace Pipe Lbs. (kg) I Lbs. 1001-1 X 100.0 (45.3) 1001-1 X 11/4 1001-1'/4 X 100.0 (45.3) 1001-1'/z X 100.0 (45.3) 1001-2 X 108.0 (49.0) 100121/2X1 138.6 (62.8) 1001-3 X 147.2 (66.7) - 1001-4X1160.9 (73.0) 1001 -6 X 190.0(86.2) 1001-8 Xl 217.4 (98.6) Design Load - For Sch. 7, Sch. 10, & Sch. 40 Pipe Allowable Horizontal Capacity (IM Per Installation U3 300-440 450590 600-140 150-900 (kg) Lbs. NN) Lbs. NN) Lbs. (kN) Lbs. (kN) 1001-1/4 X 11/4 1001-1'/2 1001-2 X1'I 1001-21/2 X 11/4 1001 -3 X 11/4 'f601-4X l'/4 1001-6X1/ 1001-8 X 11/4 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7'. These ratings may also be applied when EN 10220 and GBIT 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H. or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Note: Metric sizes are available, contact factory. iFig. ~1001 X All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 67 I I I I Eaton Seismic Bracing TOLCO Fig. 828 - Universal Sway Brace Attachment to Steel (FM Approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825. Material: Steel Function: To attach sway bracing and/or hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Factory Mutual Approved (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 52. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, bracing pipe and a TOLCO 'braced pipe" attachment to form a complete bracing assembly. NFPA 13 or FM guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Ga Ivan ized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. * Retaining strap not required. OPM <~> APPROVED Cone Point 4SetBolts A Set Bolts Included Poi nt Set Bolt B FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300 440 450.590 600-740 750 900 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750-900 690 970 1210 1330 (3.O7kN) (4.31 kN) (5.38kN) (5.91 kN) FM Approved design loads are based on ASD design method. Fig. 828 ith Shown with May pivot in any Fig. 980 direction -------- A~ -------- j Fig. 828 Shown with Fig. 980 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 53 Eaton -------------------- Top View \ -------------------- k!_1_/2_"B (25.4mm) -a —It&-N—u Furnished Fig. 825 OPM <~> APPROVED Set Bolts & Hardware Included Seismic Brad TOLCO Fig. 825 - bar joist sway brace attachment to steel (FM approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (mm. 31 ft-lbs.). Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13 For UL Listed information refer to UL Listed page 54. Installation Instructions: Fig. 825 is the structural attachment componentof a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO' transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 or FM guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx. Wt./100: 247.5 Lbs. 1112.2kg1 Fig. 825 Order By: Figure number and finish Fig. - tl Fig. 1000 "f US Patent #6,098,942, 01 Canada Patent #2,286,659 - -: Designed to meet or exceed requirements of FM DS 2-8. - Fig.4L-R.. Retaining strap not required. I FM Approved design loads are based on ASD design method. Fig. 1001 FM Approved Design Loads 300.44 45°.59° 60-14° 75°90° lbs./(kN) lbs./(kN) lbs./IN) lbs./NN) Maximum Perpendicularto 990 1360 1670 1860 /8' Thick flange Structural Member (4.40) (6.05) (1.43) (8.27) Maximum Parallel to 460 630 770 860 I-Beam - 31B Thick flange Structural Member (2.04) (2.80) (3.42) (3.82) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 55 I L I I I I I I I I I I I I I I I I Fig. 980 Side View. Fig. 825 - Fig. 980 •-.'_.. ;4fflJ Fig. 825 = Fig. 980 0Q 0 Brace Eaton prinKler FIdfl9Ifl cRrcinn Prnthwt N' Traditional methods for installing branch line restraints in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and re-cut) threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint. Traditional methods also commonly require five or more parts per restraint. To avoid these labor-intensive methods, ERICO has streamlined the process and developed the Branch Line Restraint System, part of the CADDY line of hanging and bracing solutions for the fire protection market. Ideal for restraining 1 '(25 mm) through 2" (50 mm) branch lines, this innovative system is significantly faster and easier to install than current methods. It attaches directly to steel bar joists, I-beams or purlins, as well as concrete and wood structures. The hardware is installed with only one tool, a 5/16" (8 mm) socket drill driver, which provides significant labor savings and convenience. It features a simple, two-step installation process, allowing a time savings of up to 80% compared to other methods. Unlike most solutions that only accept 3/8" (M10) threaded rod, the versatile Branch Line Restraint System features a swivel attachment that can be rotated to accept 3/8" or 1/2" (M 10 or M12) threaded rod. This allows greater restraint distances from the pipe to structure with 1/2" (M12) threaded rod. The system meets the requirements of NFPAO 13, making it ideal for new construction applications. The total system is cULusO Listed and FM Approved, and has been pie-approved by the state of California (OSHPD OPA-2629-10). il I RIM sli rg"T M t P i R e- M, 05 MEIN 5 T WIM . R I I I I I Features Accepts 3/8" or 1/2" (M 10 or M12) threaded rod Quick grip clamp simplifies measuring and cutting of threaded rod I . Works with rough-cut threaded rod and eliminates pipe-side deburring Can be installed with threaded rod above or below the service pipe Shear-off head helps ensure correct torque and simplifies inspection 1 > llit., z I L RS r7i jX r 00 - IM UI lz - -I LA I#1 -I M Specifications Material: Steel Finish: Electro-galvanized C us CSBBRP0100EG 1.32" 3/8", 1/2" 6.67" 1.63" 0.88" CSBBRP0125EG 11/4" 1.66" 3/8". 1/2" 7.56" 1:97" 0.88" CSBBRP0150EG 1 1/2" 1.90" 3/8", 1/2" 8.20" 2.21" 0.88" CSBBRP0200EG 2.38" 3/8", 1/2" 9.45" 2.69" 0.88" I I I I I t - 94 www.erico.com I I I I I m, I 1W Features Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to concrete anchors or structural attachments with female threads RS Specifications Material: Steel Finish: Electro-galvanized -- c®us R. Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping www.erico.com 97 Set Screw and Locknut Included I Beam Clam TOLCOTM Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Size Range: Fig. 65 - 1/2'..13 rod sizes, and /8°-11 rod sizes Fig. 65XT - /8-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8'-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'13 rod will support thru 8" (200mm) pipe Finish: Plain or Electro-Ga Ivan ized. Contact customer service for alternative finishes and materials. I i I I I I I Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-/2 1/2"_13 11/2" (38.1) 3/4" (19.0) 1"(25.4) /16" (14.3) 65-I8 5/"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1 I2 11/4" (31.7) 55 (24.9) 65-/e 11/4" (31.7) 55 (24.9) TOLCO' Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Feature: Extruded holes allows for more thread T. engagement of threaded rod and set screw. C®US Finish: Plain or Electro-Galvanized ...>'l LISTED Order By: Figure number and finish .. Approvals: Underwriters Laboratories Listed 65, APPROVED (cULus) and FM Approved (FM) for up to 4" 3/4" - (100mm) pipe. ('90) Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. Set Screw and (222) Locknut Included 13/9" Part For Approx.WtI100 No. Rod Size Lbs. (kg) 65XT /8"-16 28.0 (12.7) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 14 B-Line series Fire Protection Solutions Fig. 69-I8-1/2 Detail Fig. 69-I8-I4 Beam Clam TOLCOTM Fig. 69 - Beam Clamp Retaining Strap Size Range: 3/8"-16 thru I4-10 rod 4" (101.6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut for the Fig. 69 or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1"(25.4mm). Lengths over 16" (406mm) are not UL Listed. Hole Dia. D For Use With Length Part No. in. (mm) 133033-3/8, 133034-3/8, B3031-3/8, 69-/8-/2-11. see Detail A 65-/8, 65X1-3/8, 66-I8 Specify - 133033-1/2, B3034-1/2, 65-1/2, 66 1/2 69-/8-L 11/16" (17.5) 133033-5/8, 65-/, 66-/8 Specify 169-3/4-1. 1 /16" (20.6) - B3033-314 Specify 1 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 17 Eaton I Uner Attachments TOLCO Fig. 58 - Threaded Side Beam Bracket I Size Range: /8'-16 rod, pipe sizes 1/2° (15mm) thru 4(100mm) C®uS Material: Pre-Galvanized Steel LISTED Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design APPROVED permits unlimited rod adjustment. Center mounting hole will accept /8' and 1/2' fastener B bolts. Per NFPA 13: 1/2° (15mm) thru 2' (50mm) pipe requires /8' fastener, 21/2 (65mm) thru 4 (100mm) pipe requires 1/2" fastener.* r Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (100mm) pipe. Finish: Pre-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2-1/4"x2" Lag Bolts (No Pre-Drilling Up to 4(100mm) pipe Per NFPA 1-3/e" or 11f Lag Bolts Up to 4" (100mm) pipe 2- #16 x 2" Drive Screws (15mm) -4" (100mm) pipe i 1 - IE CL I I) I IC.) ICO IC- ldj . . .. 2-#14x1° LJ Teklype Screws Into Mm. 16 Gauge Steel -. up to 4" (100mm) pipe UL Listed Fastener Table Pipe Size Qty . Fastener Type Material Bolt & Hex Nut [2'2 #16x2' Drive screws Wood I Up to 4" (100mm) pipe 2' 1 3/8" Lag bolt Wood L21/2'40 1 1/2" Lag bolt Wood I 31/2" 2 1/4" x 11/2" Lag bolts Wood El 4" 2 1/4" x 2' lag bolts Wood ] 4' 2 1/4" xl" Tek screws Metal (15 gauge) 4" 2 1/4"x 1"Tek screws Metal (16 gaugj ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. I Part No. Pipe Size Rod A B C Approx. Wt.I100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) I 58 1/2" -4" (15-100) /8"-16 2/4" (69.8) 11/2" (38.1) 11/8" (28.6) 14 (6.3) I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 91 Eaton GENERAL INFORMATION SECTION CONTENTS General Information......................1 Material Specifications.................1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................4 Installation Specifications............8 Ordering Information....................9 SNAKE+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4,3/8 and 1/2' diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck Li I I I I I E STED R-2272 ETh This Product Available In Powers Design Assist Real-lime Anchor Design Software wwwpowersdesignassist.com i ?owers FASTENING INNOVATIONS GENERAL INFORMATION SNAKE+® Internally Threaded Screw Anchor The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Suspending conduit, cable trays and strut • Pipe supports Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers Tension zone areas • Suspended lighting + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits I + Anchor design allows for ,shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with. a,poweredimpact wrench 1 + Hammer not used for installation APPROVALS AND LISTINGS I I I I I I International Code Council, Evaluation Service(ICC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited indeperident testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3038104 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems tUIDE SPECIFICATIONS CSI Divisions: 0316 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component I Specification Anchor Body I Case hardened carbon steel Plating Zinc plating according to ASTM B633, SC1, Type Ill (Fe/Zn 5) Minimum plating requirements for Mild Service Condition www.powers.com I ?owers I INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS I I The 1/4-inch diameter anchor is limited to redundant fastening design only. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. 2 I Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element 0 = - , - ,. .. - .-. ............... .............................. 0 . •0 00' . •0 I d I -. .. .. , d .dbjt . . 1 _ -f1 h l ch her ¶•. . a .f. I Do not exceed Do not exceed 2 www.powers.com Critical edge distance Not App!icable° Not applicable Minimum edge distance - cTe&o Not Applicabl& Not applicable Minimum spacing distance Smin.dectop Not Applicable' Not applicable - The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h.f or 1.5 times the flute width. - - The notation in parenthesis is for the 2009 BC. i' .. i•" .': V '.•V V i:?owers FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS Step 1 Step 2 Step 3 Step 4 Using the proper drill bit size, drill Select a powered impact wrench Drive the anchor into the hole Insert threaded rod or a bolt into a hole into the base material to the that does not exceed the maximum until the shoulder of the Snake+ the Snake+, taking care not to required depth. The tolerances torque, Te, for the selected anchor setting tool comes into contact exceed the maximum specified of the carbide drill bit used diameter Attach the Snake+ setting with the surface of the base tightening torque of the steel should meet the requirements tool supplied by Powers Fasteners materiaL Do not spin the setting insert element; T. Minimum of ANSI Standard 8212.15. to the impact wrench. Mount the tool off the anchor to disengage. thread engagement should be + anchor onto the setting tool. at least one anchor diameter. Lu Installation Detail for Snake+ in the Topside of ConcreteFilled Steel Deck floor and Roof Assemblies' - 1. 318-inch diameter anchors may be placed in the topside of steel deck SAND-LIGHTWEIGHT CONCRETE OR NORMALINEIGHT CONCRETE OVER STEEL DECK (MINIMUM ZSOO PSI) profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied. In. 3.114' • :: ; ax r 91111)) Mii.4.I12'(lhi) Miri.12'C,C(Typ) I Lower Flute (Ridge)-J Na 20 Gage Steel Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies' STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE - - OVER STEEL DECK (MINIMUM 3,000 PSI) 1. 3' Clearance Mm. Upper Flute (Valley) f Max. Anchor nyp) Min. 4.1/ Min. 4-1/2' Min. 12'(T)rp) 1-114' - No.20 Gage Steel Deck Mm.— Flute Edge 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles provided in minimum hole clearance is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. www.powers.com 3 PERFORMANCE DATA lowers FASTENING INNOVATIONS PERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)2 Nominal Anchor Diameter Design Characteristic Notation Units 318 inch 112 inch Anchor category 1,2 or 3 - 1 1 Nominal A embedment depth I ,, in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN TENSION' ksi ASTM A36 36.0 (248) Minimum specified yield strength of steel insert element fy (N/mm') ASTM A193, 105.0 Grade B7 (724) - Minimum specified ultimate strength ksi ASTM A36 58.0 (4 0) ASTM A193, 125.0 of steel insert element (N/mm') Grade B7 (862) - Effective tensile stress area of steel insert element in (r) 0.0775 0.1419 lb lb ASTM A36 4.495 (20.0) 8,230 (37.0) Steel strength in tension - No ASTM A193, 9,685 Grade 137 (43.1) - Reduction factor for steel strength 1.4 4? - 0.65 - CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment het in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete kua - 24 30 Effectiveness factor for cracked concrete k0 - 17 24 Modification factor for cracked and uncracked concrete Uncracked concrete = 1.0 Critical edge distance . cac in. (76) I (102) Reduction factor for concrete breakout strength3 : . - 4? - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)' Characteristic pullout strength, N.0 lb See note See note 7 uncracked concrete (2,500 psi)6 (kN) Characteristic pullout strength, ... - I'P,CT lb See note i 1,665 cracked concrete (2,500 psi)' -' () (7.4) Reduction factor for pullout strengths 4? - I 0.65 (Condition B) - - - - PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)',' Npeq lb See note 7 1,665 Reduction factor for pullout strength' 4? 1 Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, Ndcuna lb 1,515 1,625 uncracked concrete over steel deck'1° (kN) (6.7) (7.2) Characteristic pullout strength, N 6'1", lb 1,075 1,300 cracked concrete over steel deck '° (kN) (4.8) (5.8) Characteristic pullout strength, Npdeckeq lb 1,075 1,300 cracked concrete over steel deck, seismic' (kN) (4.8) (5.8) Reduction factor for pullout strength, - Condition B - 065 on alan - concrete over steel deck' 'P The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of Section 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 4 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 Section D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for condition A, see ACI 318-11 D,4.3 for appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Section 0.1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. D. 1. Tabulated values for steel strength in tension must be used for design. For all design cases use tp' = 1.0. Select appropriate effectiveness factor for cracked concrete (ke) or uncracked concrete (kma). For all design cases use I/A, = 1.0. For concrete compressive strength greater than 2,500 psi, N2,5 = (Pullout strength value from table)'(specified concrete compressive strength/2500)°2. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Nb and N2,5 are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for are for sand-lightweight concrete (f' 5,i, = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section D,5.2 is not required for anchors installed in the flute (soffit). 11.The notation in brackets is for the 2006 IBC. 4 w.powers.com ?owers PERFORMANCE DATA FASTENING INNOVATIONS ASThII P.36 770 1,995 Steel strength in shear, concrete over steel deck, seismic3 V..kciceq () ASTM A193, 1.665 Grade B7 (7.4) - Reduction factor for pullout strength' = - Condition B = 0.60 1 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2. or ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318-11, D.4.3 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by ACI 318 0.1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation D-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 0.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that 'lb is multiplied by a factor of 0.60 (not required for steel deck).. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for V..., are for sand-lightweight concrete (fin = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. The notation in parenthesis is for the 2006 IBC. www.powers.com 5 ?owers PERFORMANCE DATA FASTENING INNOVATIONS Factored Design Strength (ON And OVA) Calculated In Accordance With ACI 318 Appendix D: 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - cat is greater than or equal to the critical edge distance, cac (table values based on cat = cac). - ca is greater than or equal to 1.5 times cat. - -... -. .. ------------------------------------------.- . Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the .... controlling failure mode is listed (e.g. For tension steel concrete breakout and pullout For shear steel concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values hef, for the selected - a in the design information Please installation for anchors as noted tables. also reference the specifications more information. '.-..........• .. Strength reduction factors (a) were based on ACI 318 Section 9.2 for load combinations. Condition B .• is assumed. p, 4 Tabular values are permitted for static loads only, seismic loading is not considered with these tables ..••_,.•.',.._•,•_•,•. _)'• For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength. f'c (psi) zsoa 3,000 4.000 1 6,000 1 8.000 Nominal Anchor Nominal Embed. Insert Element )Nn Vn n Vn 4Nn ifrVn qSNn Vn )Nn 4iVn Size (in.) K. On. (Threaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 635 700 805 985 1,140 I I 3(8 1 5/8 ATM A3 Grade 635 . 685 700 750 805 870 985 1,065 1 1,140 1/2 23/16 ASTM A36 1,080 1185 1 370 -77 1 675 1 935 0- Anchor PulloutlPryout Strength Controls 0- Concrete Breakout Strength Controls 0- Steel Strength Controls Tension and Shear Design Strengths Installed in Uncracked Concrete f F-l"p, ~LIAANO.. Steel Minimum Concrete Compressive Strength. t'c (psi) zsoo 3,000 4.000 I 6.000 8.000 Nominal Anchor Nominal Embed. Insert Element Vn n 4tVn Nn vn çtiNn I (/Nn (/Nn I (/Vn Size (in.) h (in.) (Threaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension I Shear Tension I Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 11 985 6 1,140 II 1,395 SI 1610 I 15/8 I 3/8 TA3 A Grade B7 ASTM A36 900 1,865 970 985 2,040 1,060 1.140 2,355 I 1,395 2,885 .. I 1,610 3335 1/2 2-3/16 0- Anchor Pullout/Pryout Strength Controls 0- Concrete Breakout Strength Controls 0- Steel Strength Controls www.powers.com I lowers FASTENING INNOVATIONS PERFORMANCE DATA For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n, n2 and n3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked I concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. I Redundant applications shall be limited to support of nonstructural elements. Number oiAndoage points an1 Least I Andior ~tn, =At n3 Pet ____________ r And-age point I I I I - Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables I ni = the total number of anchorage points supporting the linear element n2 number of anchors per anchorage point I - - -n3-= factored load at each anchorage pointibs., using load combinations from IBC Section 1605 21 orACI 318 - Sec t ion 9.2 Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking Rd. ASD = • Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, d is equal to 1.4 assuming all dead load. I Strength Design (SD) Design values for use with strength design shall be established taking • I See redundant fastening design information table for Snake+ design resistance. I I I I X I www.powers.com 7 Anchor Propertyl Notation Units Nominal Anchor Size ____________ 114" M. 1/2" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hr (mm) in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE' - Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete F -. lb ni~4 nr~3 ni~4 ni~3 n~4 ni~3 (2,500psi) (W) 550 360 675 I 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2,0) Effective tensile stress area - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 - Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete F lb ni~4 n, 2.,3 nr~4 n~3 n, 2!4 nr~3 over steel deck (2,500 psi) (kN) 550 360 1 675 450 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2.1, or ACI 318 Section 9.2, It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. S. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. ?owers. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property! Setting Information Notation Units Nominal Anchor Size 114" 318" 112" Nominal drill bit diameter dbt in. 3/8 1/2 ANSI 3/4" ANSI ANSI Nominal embedment depth in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment het in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness hmi, in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor legnth in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening' c,,,m = CK in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening' s,et,, in. (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque of steel insert element (threaded rod or bolt) 1,,,a. __________ ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) T ft.-lb. (N-m) 120 (163) 345 345 (468) (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors'' 8 w.powers.com 2owers FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weiqht Uncracked Concrete' .1.1.4 Minimum Minimum Concrete Compressive Strength fc = 2,500 psi (17.2 MPa) f'c = 3,000 psi (20.7 MPa) 1°c = 6,000 psi (41.4 MPa) Ni i Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear In. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (41) (9.5) (4.6) (10.4) (4.6) - 8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor 1- ciPfl.r lJ -° .- Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box' Std. Ctn. 6400SD 1/4" 1-5/8' 11/32" 100 1,000 64015D 3/8° 1-5/8" 23/32" 50 500 64035D 1/2° 2-1/2° 1 15/16" 50 1 300 I. Each box comes with one free setting tool Settina Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. On. 640250 1/4° 1 6407SD 3/8° 1 64045D 1/2° 1 v.powers.com 9 I iri ]ILULd U LAO Ii DEWAFT.;' ENGINEERED BY?owers' -11 AN" k ~A Vol - Hanqermate®+ PFM2271 30N PFM2231500 PFM2231550 DEWALT, ENGINEERED BY ?owers' .1. 411 10 11 p I SELF-DRILLING ,J POINT eliminates ': " pre-drilling I DESIGN solid connection from steel to threaded rod - SELF-TAPPING 4' THREADS low torque to install HORIZONTAL MOUNT OPTION ONE PIECE provides IT AJ.I - DEWALT mN Buildex Hangerniate+ Sammys I iiit1u Suspender No 1 • I 11i1 T 111 rm Yes All 2-piece I I!lI1u1ILDIt1Iw 12 SKUs 8 SKUs *On select sizes with coupling nut I Sammys is registered trademark of Illinois Tool Works Inc. - IInstaIIallonD1verRefeTence DESCRIPTION ORNER Steel - Vertical ii PFM2231 000 1/4-20 1 #3 PFM2201200 PFM2231 100 1/4-20x 1 #3 PFM2201200 1/4-20 xl" #3 / nut PFM2201200 I 1/4-20x1-1/2#5 PFM2201200 1/4-20 x 1-1/2" #5 / nut PFM2201200 Ii 1/4-20 x 1-1/2 #3 PFM2201200 1/4-20x1-1/2" #3/nut PFM2201200 PFM2231250 1/4-20 x 2" #3 PFM2201200 Hangermate+ Steel - Horizontal PFM2241 100 1/4-20x1'#3 PFM2201200 (Ij 1/4-20 x 1" #3 / nut PFM2201200 . 1/4-20 x 1-1/2" #3 PFM2201200 PFM224115N 1/4-20 x 1-1/2 #3 / nut PFM2201200 PFM2241200 1/4-20 x 1-1/2 #5 PFM2201200 PFM22412ON 1/4-20 x 1-1/2" #5 nut PFM2201200 I Pivot Steel - Angled Applications Jjj 1(1)1 12-20 x 1-3/4" #5 PFM2201250 I 1/4-14 x #3 PFM2201250 Suspender Steel - Dual-Directional YãePJ'AIII1il 1/4-20 x 1" #3 / nut PFM2201300 IMWIIeIllJl:1;1 DESCRIPTION SAMMYS° MODEL # HANG ROD SIZE OTY MSTR OTY Hangermate+ For Steel - Vertical ]rH'W,• 1/4-20 1" #3 DSTR 100 Vertical 1/4 25 125 i 'ilirnill kici.is. 1/4-20 xl' #3 - Vertical 3/8 25 125 I 1luIlUJ I 1/4-20 x 1-1/2 #5 / nut DSTR 1 Vertical 3/8 25 125 I 1/4-20 x 1-1/2 #3 - Vertical 3/8' 25 125 ] 1/4-20 x 1 #3 / nut DSTR 1 Vertical 3/8' 25 125 I 1/4-20 x 1-1/2" #5 DSTR 1-1/2 Vertical 3/8" 25 125 ard 1/4-20x1 -1/2" #3 / nut DST1 5 Vertical 3/8" 25 125 F I I 11111 ir.• 1/4-20 x 2" #3 DST 20 Vertical 3/8' 25 125 Hangermate+ For Steel - Horizontal Ii 1/4-20 x 1" #3 SOW 10 Horizontal 3/8" 25 125 Ill ' I1 1/4-20 x 1" #3 / nut SDWR 1 Horizontal 3/8" 25 125 L 1/4-20 x 1-1/2" #3 - Horizontal 3/8" 25 125 1/4-20 x 1-1/2" #3 / nut - Horizontal 3/8" 25 125 l's 1/4-20 x 1-1/2" #5 SWT 15 Horizontal 3/8" 25 125 I I 1/4-20x1-1/2"#5/nut SWDR1-1/2 Horizontal 3/8" 25 125 Hangermate+ Pivot For Steel - Angled Applications 1/4-20 xl" #3 SH-DSTR 1 Variable 3/8" 25 125 12-20 x 1-3/4" #5 SU-TEK 50 Variable 3/8" 25 125 PFM2281250 1/4-14 x 1" #3 - Variable 3/8" 25 125 Hangermate+ Suspender For Steel - Dual-Directional 1/4-20 x 1" #3 / nut - Vert. & Horz. 3/8" 25 125 114-20xl-1/2"#3/nut - Vert. &Horz. 3/8 25 125 iViI?sII 1/4-20 x 1-1/2" #5 / nut - Vert. & Horz. 3/8" 25 125 Hangermate+ For Steel - Acoustical Ceiling Screw Eyelet 1/4" x 3" CWSD 1 Vert. & Horz. EtHole 25 125 1/4" x 3-1/4" CWSD 2 Vert. & Horz. 3/16" 25 125 Recommended 1300 to 2000 rpms for proper installation. The Complete Anchoring Solution - Installation Accessories and Tools DESCRIPTION HANGERMATE+ QTY MSTR OTY L'iK1rlUVLII,1 Steel Socket (Silver) Rod Hanger 1 5 _________ 'iKlraIKI•IlI Suspender Driver Suspender 1 5 L Pivot Driver Pivot 1 5 &lIKI1II Ceiling Screw Eyelet Driver Acoustical 1 5 .j_,•j , low ililflIs1 Pole Tool Kit Rod Hanger 1 5 VK1rsffhJ1sI Adapter for hanging 1/2" rod (3/8" to 1/2" Adapter) IIlll1s1tiIIl 20 V MAX* XR Lithium Ion Brushless 3-Speed Drill / Driver Kit Aa 20V MAX* XR 1/4' 3-Speed Impact Driver Kit * Maximum initial battery voltage (measured without a workload) is 20 volts. Nominal voltage is 18. I .. *.t NUMBER PFM227 1050 PFM2271 000 flTt1 PFM227 liON PFM2271 20N PFM2271 30N TWIN LEAD THREAD for thread engagement (concrete & wood) Hangermate®+ Specialty Rod Hanging Anchors SuspenderM .I. F I (Titi I 4 It 4g __ MULTIPLE THREADS different thread and point styles APPROVALS For Steel - Vertical APPROVED ULTIMATE NIVIIIeUtlh!iI:]:I DESCRIPTION HANG ROD DRIVER MIN. MAX. TENSILE LOAD PIPE UL PIPE FM SIZE THICK. THICK. (MA LOAD TERIAL DIRECTION SIZE THICK. SIZE THICK. THICKNESS) K1ttIsII 1/4-20 1" #3 Vert. 1/4 PFM2201200 0.060 0.250 2,375 (0.125) V 4" 0.125" 4" 12 ga. V#4iII1II 1/4-20x1"#3 Vert. 3/8" PFM2201200 0.060 0.250 2,375(0.125') V 4" 0.060" 4' 16 ga. 1/4-20x 1' #3/nut Vert. 3/8' PFM2201200 0.060 0.250 4,690(0.125') V 4" 0.125" 4' 12 ga. KèIIi1lI 1/4"-20x1-1/2"#5 Vert. 3/8" PFM2201200 0.188 0.250 3,675(0.188") V 4" 0.060" 4" 16 ga. KIiI1lI 1/4-20 xl -1/2" #5/nut Vert. 3/8" PFM2201200 0.060 0.250 5,810 (0.188') V 4" 0.125 4" 12 ga. 1/4-20 x 1-1/2 #3 Vert. 3/8" PFM2201200 0.188 0.250 2,375(0.125') V 4" 0.060 4" 16 ga. IfS]I 1/4-20 x 1-1/2 #3/nut Vert. 3/8" PFM2201200 0.060 0.250 4,690 (0.125') V - - 4" 0.125" 4iI!1iI 1/4-20 x 2' #3 Vert. 3/8' PFM2201200 0.060 0.250 2,375 (0.125") V IIangermate+ For Steel - Horizontal Yi!4lItIIII 1/4-20 x 1" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570 (0.111 ") H - - - - VKLliIl1I 1/4-20x1"#/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810(0.111") H 4" 0.060" 4" 16 ga. P?LlIITlI 1/4-20 x 1-1/2" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570 (0.111") H - - - - K&IIiiI 1/4-20 x 1-1/2 #3/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810 (0.111") I-I 4" 0.060" 4" 16 ga. 4ZWAlI*I 1/4-20 x 1-1/2" #5 Horiz. 3/8" PFM2201200 0,060 0.500 3,530(.188") H - - - - KkZPAlJI 1/4-20x 1-1/2" #5/nut Horiz. 3/8" PFM2201200 0.060 0.500 2,810(0.111") H 4" 0.060" 4" 16 ga. Nangermate+ Pivot For Steel - AngledApplicatlons - - 1/4-20 x 1 #3 Variable 3/8 PFM2201250 0.060 0.1498 3,210 (0.188") V - - 975 (0,188") 45° - - - - 12-20 x 1-3/4" #5 Variable 3/8" PFM2201250 0.11 0.188 3,270(0.188") V - - - - 975 (0.188") 450 - - - - IVA1SI 1/4-14x 1" #3 Variable 3/8' PFM2201250 0.188 0.5 2,875 (0.188') V - - - - 875 (0.188") 45° - - - - Nangermate+ Suspender For Steel - Dual-Directional Vert. & KtflDJII 1/4-20x 1" #3/nut e . 3/8" PFM2201300 0.060 0.210 4,690 (0.125") 16 ga. Horz. I V 4" 0.060" 4' H V 4" 4" 0.060" 0.060" 4" 4" 16 ga. 16 ga. 'KliItLi]lI 1/4-20 x 1-1/2" #3/nut Vert.9 3/8" PFM2201300 0.060 0.210 4,690(0.125") orz. H 4" 0.060" 4" 16 ga. Vert.S !K1IaKI]I 1/4-20 x 1-1/2" # nut e 3/8" PFM2201300 0.188 0.500 4,690 (0.125") °' V 4" 0.060" 4" 16 ga. H 4° 0.060" 4" 16 ga. Hangermate+ For Steel - Acoustical Ceiling Screw Eyelet r jojI 1/4" x 3" 3/16" PFM2201350 - 0.060 590 (0.188") - - - - - "JIti' Wo 1/4"x3-1/4 3/16" PFM2201350 - 0.060 590 (0.188") - - - - - Loads vary depending on steel thickness. Contact DEWALT for more information. I DEWALT LOCATIONS Field Pick Up & Delivery DEWALT Factory Service Center Archer Distribution Center ALABAMA ALASKA Birmingham 205-942-0538 111111111110 lu Anchorage 907-561-7181 Mobile 251-602-1000 1K I ARKANSAS Little Rock 501-372-3040 lu ARIZONA Phoenix 602-437-1200 Phoenix 602-431-8024 CALIFORNIA San Francisco 510-783-3959 Hayward 510-293-1500 411111110 7a Son Diego 858-279-2011 Anaheim 714-414-0369 Sacramento 916-344-3520 Ontario 909-930-1437 lu Tustin 714-731-2500 COLORADO Denver (DEWALT) 303-922-8325 Denver (Powers) 303-922-9202 CONNECTICUT Hartford 860-563-5800 FLORIDA Ft. Lauderdale 954-321-6635 Tampa 813-884-0434 Jacksonville 904-781-2253 Orlando 407-657-0474 Orlando 813-626-4506 W. Palm Beach 561-689-3247 lu I GEORGIA Atlanta 770-246-1710 lu Atlanta 800-294-9361 HAWAII Honolulu 808-842-9925 lu IOWA Des Moines 515-270-1340 lu l ILLINOIS Addison 630-521-1097 Addison 630-960-3156 INDIANA Indianapolis (DEWAIJ) 317-243-8308 1111111111110 Indianapolis (Powers) 317.773-1668 KANSAS Kansas City 913-495-4330 4ft Kansas City 816-472-5033 Wichita 316-943-1271 - KENTUCKY Louisville 502-380-3748 LOUISIANA New Orleans 504-734-3413 41111116 Baton Rouge 225-296-3191 Shreveport 318-688-1553 MARYLAND Baltimore 410-536-0722 Capitol Heights 301-333-0865 Baltimore /DC 301-773-1722 MASSACHUSETTS Boston 781-329-3407 _ MICHIGAN Grand Rapids 616-261-0425 Detroit 248-597-5000 Detroit 248-543-8600 MI MINNESOTA Minneapolis (DEWALT) 952-084-9191 Minneapolis (Powers) 612-644-3047 ' MISSOURI St Louis 314-997-9100 lu Kansas City 816-472-5033 II8 MONTANA Billings 406-652-5512 11111111111110 DEWALT LOCATIONS Field Pick-Up & Delivery DEWALT Factory Service Center Anchor 01s11ibu1100 Center NEVADA Las Vegas 702-889-6025 lu NEW JERSEY Elmwood Park 201-475-3524 NEW MEXICO Albuquerque 505-884-1002 _ lu NEW YORK Buffalo 716-884-6220 lu Queens 718-335-1042 lu Rochester 585-334-1423 Long Island 631-952-2008 lu Albany 518-785-1867 New York 800-524-3244 NORTH Charlotte (DEWALT) 704-392-0245 4ft ju CAROLINA Charlotte (Powers) 704-375-5012 Greensboro 336-852-1300 Raleigh 919-878-0357 OHIO Cleveland 440-842-9100 Cincinnati 513-772-3111 Columbus 614-895-3112 lu Toledo 419-867-8561 lu OKLAHOMA Oklahoma City 405-634-8403 Tulsa 918-249-8641 OREGON Portland 503-255-6556 lu PENNSYLVANIA Philadelphia 215-271-5500 lu Pittsburgh 412-642-0204 Allentown 610-435-9544 lu York 717-755-3441 41111% 71111 SOUTH CAROLINA Greenville 864-299- 8662 TENNESSEE Memphis 901-384-8100 Oft Nashville (DEWALT) 615-242-1633 4M Nashville (Powers) 615-248-2667 TEXAS Dallas (DEWALT) 972-446-2996 oft Dallas (Powers) 972-506-9258 Houston 713-466-1194 111111111110 Houston 281-491-0351 SanAntenlo 210-732-1221 41111114 Fort Worth 817-831-3828 El Pass 915-778-9769 Mcallen 956-661-1122 Austin 512-382-3971 UTAH Salt Lake City (DEWALT) 801-486-5828 lu Salt Lake City (Powers) 801-466-9428 VIRGINIA Virginia Beach 757-363-0091 WASHINGTON Seattle 206-763-2010 JU Spokane 509-535-9252 lu Seattle 844-483-4232 WEST VIRGINIA Charleston 304-343-0289 WISCONSIN Milwaukee (DEWALT) 414-645-4285 lu Milwaukee (Powers) 414-645-8821 DEWALT, ELCO, & POWERS Anchors and Fasteners Inquiries: 800-524-3244 DEWALT, ELCO, & POWERS Anchors and Fasteners Technical Questions: email enghieeringrkpowers.com Stamp I I (6510152) 6 E2en1 flon construction Red powder coated finish (6510150) 6 Lavo Read Ban 12 Dead Bon FIRE SPRINKLER SPARE HEADBOXES I 1 I I I I I I 1 (6510 151A) (6510151) Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Slotted for easy mounting with screws, rivets or strapping I I I I I The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM VINYL SPRINKLER IDENTIFICATION DECALS -White Vinyl Crack and Peel Decals with Bright Red Ink. -Available as generic signs or personalized. -ID signs, inspection decals, hydracaic placards and services stickers. AIR CONTROL IANTI-FREEZE SYSTEM] IFIRE EXTINGUISHER] J INSPECTORS TEST TEE&DRAIN 50-20-010 AIR LIN 50-20-045 50-20-200 I AUXILIARY DRAIN [A:RE:DEPARTMENTV:AL]VE] 50-20-270 MAIN CONTROL ] 50-20-355 WATER MOTOR LINE 50-20-020 50-20-070 50-20-201 50-20-280 50-20-390 ALARM LINE CONTROL VALVE FIRE HOSE I MAIN DRAIN} SPRINKLER 1 0- 50-20-030 50-20-100 50-20-205 50-20-290 50-20-541 ALARM TEST DRAIN VALVE__ FIRE SPRINKLER IHOPEN SPRINKLER cOROLl SPRINKLER J _____________ ____________ PIPE JI 50-20-040 50-20-140 50-20-221 50-20-300 50-20-542 FIRE PROTECTION SPRINKLER ] 8 x 2 50-20-219 50-20-317 50-20-410 HYDRULTICTSYSTEM TEt0'bSiIdng 0,rotected by f25Iicati'D54igned 4omi3 Syst 'Skjyrem Location No. of Sprinklers Basis oDesign System Demand I SERVICE STICKERS A Great Way to Advertise Right on the Jobsite I Put your Company Name & Logo on your Service Decals ARGCO's art department can take your personalized artwork and recreate it on your signs Custom to your specs. I IRcSinm, A*ARAN SPR RP. 0 HIM PI9flE11tI 24 HR EMERGENCY SERVICE 770-339-3737 5HTh41I6 The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the users responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. I FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I KLAUSRUCKNER 2495 Truun Road. Suite 205 AND ASSOCIATES San Diego, CA 92106 ____-----4-._-.- Tel: (619) 677-2004 Fax: (619) 677-2444 TH RMO FISH R SCI NTIFIC 5791 Van Allen Way Carlsbad, CA High-Piled Combustible Storage Report CITY OF CARLSBAD i FIRE DEPARTMENT L183ybb APPROVED to field Inspection and required tests1 Rev I I formance With applicablerogu0 s hereon COndj,o05 Ifl COrrespond nco mping of these plans shaH not be held t or approve the violation or any laws. February 8, 2021 / / Date Frua I - Do 4S /4 Eli + Additional Information FevisicnC.omrnents: Dat::... 1.0 Preliminary research December 26u 2020 MK 1.1 Reviewed report January 29u 2020 EK 1.1.1 Changed Cold Room to pre-fabricated February 41fl 2020 MK :• DISCLAIMER This report is the propeity of Klausbruckner & Associates, Inc. and was prepared exclusively for use by THERMO FISHER SCIENTIFIC (alternatively known as "the owners" or "the business owner" throughout this report) for the storage & occupancy conditions described in this report THERMO FISHER SCIENTIFIC conditions and operations addressed herein are based on information provided to the report by THERMO FISHER SCIENTIFIC. Discrepancies between the information presented herein (including existing sprinkler system information) and actual conditions and conditions presented On plans are the sole responsibility of THERMO FISHER SCIENTIFIC. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by THERMO FISHER SCIENTIFIC shall be utilized only by THERMO FISHER SCIENTIFIC for the storage and occupancy conditions and the 2,019 California Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or conditions not specifically addressed in this report.,Any non-high-piled storage related code information provided in this report is for background information only to the high-piled storage report, and should not bconsidered as a complete report on the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of THERMO FISHER SCIENTIFIC. Confirmation of compliance with the adopted edition of NFPA 13 for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 VanAllen Way Ca,lsbadCA Pageii J r] Li I Table of Contents I I 1. SUMMARY TABLE ................................................................................................................... I 2. INTRODUCTION.......................................................................................................................7 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES .............................................8 3.1 BUILDING CONSTRUCTION & DESIGN.........................................................................................8 3.2 OCCUPANCIES .........................................................................................................................8 4. HIGH-PILED STORAGE REQUIREMENTS...........................................................................10 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.....................................................................................12 4.1.1 Ambient Warehouse Rack Storage Area ....................................................................12 4.1.2 Pre-Fabricated High-Piled Storage Room....................................................................13 4.1.3 Dropped Ceiling Idle Pallet Storage Room...................................................................14 4.1.4 Non High-Piled Storage Rooms...................................................................................15 4.1.5 Additional Protection Requirements ....................................................... ...................... 16 4.1.6 OtherAreas - OUTSIDE THE SCOPE.......................................................................17 4.2 ALARM/MONITORING..............................................................................................................17 4.3 BUILDINGACCESS — DOORS& ROADS....................................................................................17 4.3.1 Access Roads...............................................................................................................17 4.3.2 Access Doors ...............................................................................................................18 4.4 SMOKE AND HEAT REMOVAL .................................................................................... ............... 19 4.4.1 Separation of High-Piled Storage Areas......................................................................20 4.4.2 Separation of Multiple Classes of High Piled Storage Areas.......................................20 4.4.3 High-Piled Storage Areas.............................................................................................20 4.5 DRAFT CURTAINS...................................................................................................................21 4.6 PORTABLE FIRE EXTINGUISHERS ............................................................................................21 4.7 AISLE WIDTHS .......................................................................................................................22 4.8 HOUSEKEEPING & MAINTENANCE ............................................................ ................................ 22 4.9 FLUE SPACES FOR RACK STORAGE ........................................................................................23 4.10 HOSE CONNECTIONS..........................................................................................................25 5. MEANS OF EGRESS .............................................................................................................26 5.1 STORAGE [S-i OCCUPANCY] .................... . .................................................... ......................... 26 5.2 OTHER AREAS —OUTSIDE THE SCOPE ................................ .................................................... 26 6. EXPOSURES..........................................................................................................................27 6.1 OCCUPANCY SEPARATION......................................................................................................27 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS........................................................................27 6.3 SEPARATION OF MULTIPLE CLASSES OF HIGH PILED STORAGE AREAS .....................................27 6.4 ALLOWABLE AREA AND SIDEVARDS ......................................................................................... 27 APPROVED STORAGE LAYOUT .........................................................................................28 CONCLUSION ........................................................................................................................29 APPENDIX A: ATTACHMENTS............................................................................................30 I I Rev 1.1 - TilER/PlO FISHER SCIENTIFIC 5791 Van Al/en Way, Carlsbad, CA Page iii I I I I I I I I I I I I I List of Tables Table 1. High-Piled /High Hazard Storage Configurations in Designated Storage Areas...................8 Table 2. Occupancy Classification And Associated Areas..................................................................9 Table 3. High-Piled Storage Specifications By Storage Area ...........................................................10 Table 4, Flue space requirements per CFC and FM Global OS 8-9.................................................23 List of Figures Figure 1 Flue spacest relative to horizontal in-rack spacing for 8-ft wide rack bays.........................23 Rev 1.1— THERMO FISHER SCIENTIFIC 5791 Van Allen Way, carlsbad, CA '' Page iv I 1 1. Summary Table Rev 1.1 THERMO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA ) Page I 1 Construction See Architectural Type Ill-B Construction, Fully Sprinklered, 2-Stories Above Grade Type (Section Plans 3.1 on Page 8) Approximate See Architectural Entire Building: 81,059 ft1 (Section 3.2 on Plans Warehouse Area*: 10,062 ft2 [S-i] Page 8) Total High Piled Storage Area: (4,785 ft2) [S-i, High-Piled Storage] Offices and R&D: 33,196 ft' [B] Manufacturing: 34,774 ft4 [F-I] Assembly: 1.400 ft2 [A-3] Accessory Occupancy Anciallary Space: 1,627 ft2 Additional Applicable to: "Approval of this plan in part is based on the technical High-Piled Required Plan Racking Plan, Combustible Storage Report prepared by Klausbruckner & Annotations Sprinkler Plan, Associates, dated February 8, 2021. THERMO FISHER Architectural Plan SCIENTIFIC agrees to comply with the requirements set forth in the referenced report. A copy of the reference report shall be maintained and immediately available for Fire Department Inspection for the duration of the requested high pile storage" Occupancy CBC Sections Mixed Use Groups: B (Offices), F-I (Manufacturing) and S-I (Section 3.2 on 302, 304, 311, (Storage) Occupancies with A-3 Accessory Occupancies unless Page 8) 508.2.4 otherwise specified by the Architect of Record. Table 508.4 No occupancy separation is required between: B, F-I and S-I occupancies No occupancy separation for A-3 (Accessory) and B/F-1/S-1 (see Attachments occupancies for more details) Storage CFC Section Class I-IV, Group A Ambient Warehouse: Various Laboratory Commodity 3203.1-3203.7, /High Hazard: Reagents, Product in Finished (Section 4 on Table 3203.8 Packaging. Finished Product Packaged Page 10) in Corrugated Cardboard Or Paperboard, Stored in Larger Boxes Or Plastic Bins. Plastic Tubes and Bottles Filled With Liquids/Solutions or Powders (Product) of -. Various Materials. Large Plastic Bags in - - Open Plastic Bins or Packed In Larger Corrugated Boxes for Transport and Storage. Non-High Piled Any cartoned or uncartoned (exposed) Storage expanded Group A Plastics will be stored on the floor away from racks to maximum height of 5 ft with no other storage above. (see Attachments for more details) Protection based on highest hazard commodity. Approved CFC, Section A floor plan, of legible size, shall be provided, mounted on a Storage Layout 3201.3.2 wall and protected from damage The floor plan shall be mounted in an approved location. It shall show the information listed in Section 7 of this report. Automatic CFC, Sp.rihklér System Upgrades Are Required.* Sprinkler Sections (Storage Area Layout per Attachment #1 on page 3.0) Ambient Warehouse Rack Storage Area Sprinkler Protection: Protection 3207.2, (Section 4.1 on 3208.1, CLASS I-IV, CARTONED UNEXPANDED AND EXPOSED Page 12) 3208.2, UNEXPANDED GROUP A PLASTICS COMMODITIES ri I I I I I I I I I I I I I I I 3208.3, Warehouse Area: 4435 ft' 3208.4, a Maximum Storage Height: :5 25'-0" Table 3206.2 Maximum Ceiling Height: <32'-3" Aisle Widths: > 8-0" (typ. >12 ft) NFPA-13 Single And Double Row Racks General Sections Open Shelving > 50% open 3.9.1.1, 3.9.1.11, 3.9.1.13, Ceiling Sprinkler Design Required per NFPA 13: 3.9.1.19, ' Control Mode Density Area (CMDA), minimum K-Factor: K- 3.9.3.6, 11.2 (new construction) K-8 (existing), listed for storage, high 3.9.3.7.1, temperature, upright sprinklers 3.9.3.7.4, Minimum density of 0.3 gpm/ft2 over 2000 ft2 remote area 3.9.3.7.7, a In-Rack Sprinklers: 2 levels. See Section 4.1,1 for more 3.9.3.7.9, details on horizontal spacings, etc. A 6-inch clearance 3.9.3.8, between top of storage and in-rack sprinkler deflector is 3.9.3.9, required (within all tiers). 14 in-rack sprinklers (seven on top 8.5.5.3.1, two levels) at 15 psi to be balanced with overhead sprinkler 8.5.6.1, system water demand Table 8.6.2.2.1(d), Maximum coverage area 100 ft2 8.6.3.4. 0 Maximum spacing between sprinklers 12-0" 8.12.6, Minimum spacing between sprinklers 6-0" 12.1.2, ' Minimum 18" clearance from deflector to top of storage 12.6.3, Hose allowance of 500 gpm 12.6.4, Water supply duration of 150 minutes 12.6.7, 12.8.6, Additional Insurance Requirements (1M Global): Table 12.8.6 Secondary calculations as required by FM Global Datasheet 8-9 for insurance purposes: NFPA 13 (2016 ' Sprinkler options available with two levels of in-rack Edition) sprinklers: Ceiling level (upright): 12 heads@ 11 psi for K- Specific Sections 16.8 (250 gpm hose demand, 60 minutes), (see Attachment # Rack Storage 613) 17.2.1.4(12), In-rack sprinklers: 2 Levels, based on IRAS (E) scheme (per Figure 17.2.1.4(L), Figure 11 & 13), at the 10 ft & 201t elevations; face and flue 17.2.1.5.6, in-rack sprinklers required for double row racks; 14 heads (7 17.2.1.5.7 on 2 levels) at 30 gpm to be balanced with the overhead sprinklers. Face sprinklers required in double row racks. FM Datasheet 8-9 Sprinkler spacing and design guidelines per FM Global (July 2020 Edition) Datasheet 8-9 July 2020 Specific Sections Sprinkler heads FM approved 2.2.5, See Section 4.1 for additional details. 2.3.4.2, Tables 1, 8, 12, Existing ceiling sprinkler system designed to 0.45 gpm1ft2 13, 14, over 3,000 ft2 (as shown on the sprinkler placard) does not Figures 3, 4, 11, 5, meet the requirement for protection above. Additional upgrades 6, 13, 15 and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2- 0 (whichever provides greater protection). NFPA 13 (2016 Pre-Fabricated Ceiling High-Piled Storage Room Sprinkler Edition) Protection: CLASS l-IV, CARTONED & EXPOSED GROUP A Specific Sections PLASTICS UNEXPANDED COMMODITIES Shelf Storage ' Cold Room (1409) :5 350 ft (Pre-Fabricated) 11.2.3.2.5, • Maximum Storage Height: < 7'-0" 11.2.3.3.3, 8 Maximum Ceiling Height: <10'-O" 15.2.2.5, • Aisle Widths: > 30" (typ. 40") Tables 11.2.3.1.2, • Shelves (Wire Rack) 15.2.2.5(a) Col 'E'. • Open Shelvina > 50% open Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Al/en Way Carlsbad, CA Page I 2 I 11 I. I I I H 15.2.2.7(b) Ceiling Sprinkler Design Required per NFPA 13: Control Mode Density Area (CMDA), minimum K-Factor: K- 11.2, listed for storage, ordinary or high temperature, dry pendent sprinklers. Temperature 2° C to 5°C. Minimum density of 0.40 gpmlft 2 over 2600 ft2 remote area or Room Area (360 ft2) IF room is enclosed with 1 1/2 hour rated walls Maximum coverage area 100 ft2 Maximum spacing between sprinklers 12-0" i Minimum spacing between sprinklers 6'-0" Minimum 18" clearance from deflector to top of storage Hose allowance of 500 gpm Water supply duration of 120 minutes Additional Insurance Requirements (FM Global): Secondary calculations as required by FM Global Datasheet 8-9 for insurance purposes: Ceiling level: Dry-pendent K-i 1.2 (Standard Response) 20 heads10 psi (500 gpm hose demand, 90 minutes), (see Attachment # 613). Table 10 (attachment #613) lists dry upright heads, after review FM approved dry pendent heads. Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-9 July 2020 Sprinkler heads FM approved Existing sprinkler system does not meet the requirements for protection above. Additional upgrades and/or calculations for the worst case design may be required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). NFPA 13 (2016 I Dropped Ceiling Idle Pallet Storage Room Sprinkler Edition) . Protection: PALLETS/HIGH HAZARD COMMODITIES Specific Sections Idle Wood and Idle Plastic Pallets. Plastic pallets FM Idle Pallets approved. If plastic pallets are not FM approved'to be treated 12.12.1.1, as unexpanded plastic pallets, or uncartoned unexpanded Table 2.12.1.2(a), Group A Plastics per DS 8-9 12.12.2.1-2, Pallet Storage Area: :5 270 ft2 12.12.2.2.4.2 Maximum Storage Height: < 7'-0" i Maximum Ceiling Height: <10'-O" FM Datasheet 8-9 Aisle Widths: 41-0" Sections On Floor Storage 2.2.4 a Open Shelving > 50% open Non FM Approved Ceiling Sprinkler Design Required per NFPA 13: Plastic Pallets: Wood Pallets: Control Mode Density Area (CMDA), FM Datasheet 8- minimum K-Factor: K-I 1.2, listed for storage, ordinary or high 24 (2015 Edition) temperature, pendent or upright. Minimum density of 0.45 Specific Sections gpm/ft2 over 2500 ft2 remote area 2.2.2.1, Plastic Pallets: Control Mode Density Area (CMDA), Table 10 (OS 8-9) minimum K-Factor: K-16.8, listed for storage, ordinary or high temperature, pendent or upright. Minimum density of 0.60 Wood & FM gpm/ft2 over 2000 ft2 remote area Approved Pallets: Maximum coverage area 100 ft2 FM Datasheet 8- Maximum spacing between sprinklers 12'-0" 24 (2015 Edition) Minimum spacing between sprinklers 6'-0" Specific Sections Minimum 18" clearance from deflector to top of storage Rev 1.1- TI-JERMO FISHER SCIENTIFIC 5791 Van Allen Wi, Carlsbad, CA ANV AtMO< Vie T Page I 3 I I H I El I I I I I I I I I 2.2.3, Table 3, • Hose allowance of 500 gpm Table 14 • Water supply duration of 120 minutes Additional Insurance Requirements (FM Global): Secondary calculations as required by FM Global Datasheets 8-9 and 8-24 for insurance purposes: Wood and FM Approved Pallets: Ceiling level (upright or pendent): K-I 1.2 (Standard Response) 15 heads25 psi (500 gpm hose demand, 90 minutes), (see Attachment # 6C) Non FM Approved Pallets: Ceiling level (upright or pendent): K-11.2 (Standard Response) 15 heads@10 psi (500 gpm hose demand, 90 minutes), (see Attachment # 6C) Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-24 Sprinkler heads FM approved Existing sprinkler system does not meet the requirements for protection above. Additional upgrades and/or calculations for the worst case design may be required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). Floor Storage Non High-Piled Storage Room Sprinkler Protection: (Miscellaneous CLASS l-IV, CARTONED AND EXPOSED, EXPANDED AND Storage) UNEXPANDED GROUP A PLASTICS COMMODITIES Section 13.1.1, Freezer Room (1410), CRYO Storage Room (1411), 13.2.1, Corrosive Storaget (1405A), Flammable Storaget (1405), Table 13.2.1, . Sampling (1404), Shipping & Receiving (1401), Maintenance Figure 13.2.1 Shop/Storage Room (1413) Maximum Storage Height: < 5' Maximum Ceiling Height: <10'-O" See separate hazardous materials code compliance report for additional fire protection requirements Ceiling Sprinkler Design Required per NFPA 13: Control Mode Density Area (CMDA), minimum K-Factor: K- 5.6, not required to be listed for storage, ordinary (165°f) or high (2860f) temperature, upright or pendent sprinklers Minimum density of 0.20 gpm/ft2 over 1,500 ft2 remote area Maximum coverage area 130 ft2 Maximum spacing between sprinklers 16-0" Minimum spacing between sprinklers 6-0" Minimum 18" clearance from deflector to top of storage Hose allowance of 250 gpm Water supply duration of 90 minutes Existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3,000 ft2 (as shown on the sprinkler placard) meets and exceeds the requirement for protection above. However, additional upgrades are required due to dropped ceiling. Sprinkler contractor to confirm sprinklers are installed per NFPA-13 and per FM Global Datasheet 2-0 See Section 4.1 of this report for additional requirements. (see Attachments Other Areas for more details) Not Within the Rev 1.1 - THERMO FISHER SIENTIF1C 5791 Van Allen Way, Carlsbad, CA ) . Page 4 11 11 I I I I I I I I I I I I I I I I I I I Adjacent Hazards, Extent of Protection (Section 4.1.5.1 on Page 14) CFC 3206.2 and NFPA 13, Section 12.3(1) (see Attachments for more details) High Piled Storage Area is smaller than the warehouse area. Extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area(s) or to a permanent partition. Smoke and Heat CFC Table 3206.2 Smoke and heat removal is required as the total high-piled Removal Footnote h & storage of High Hazard/Group A Plastics is more than 2,500 (Section 4.4 on Section 910.2 square feet (Warehouse, Cold Room, Maintenance Storage): Page 19) Exception 2 Cold Room (approx. 350 112) Smoke and heat removal is required, based on AVR Where: V = Volume of the Storage Area = 10 ft x 350 112 = 3,500 ft3 A = Required Aggregate Vent Area = 3,500 ft3/ 9,000 = approx. 0.4 ft2 See Section 4.4.3 for appeal. Ambient Warehouse (approx. 4435 It2) Smoke and heat removal is required, based on AVR = V/9000 Where: V = Volume of the Storage Area = 32 ft 3 in x 4435 ft2 = 143,029 ft3 A = Required Aggregate Vent Area = 143,029 ft3/ 9,000 = approx. 16112 One smoke and heat vent [4'x 8] is required at the warehouse roof level (the Cold Room smoke and heat vent is included in this number). - - There are unknown existing smoke and heat vents currently in the warehouse, One skylight within the warehouse area will be replaced with a smoke and heat vent to meet the high piled storage requirements. (see Attachments See Section 4.4 of this report for additional details on Smoke and for more details) Heat Vents. Flue Spaces CFC Section Proposed are FM criteria for flue spaces (Section 4.9 on 3208.3, Single Row Racks*: Page 23) Table 3208.3, (8-ft wide rack bays) Transverset - 6-inches required (pallet loaded racks) Longitudinal - Not required FM Global DS 8-9 'FM Global: 6-inches every 811 Section 2.2.3.2 (8-ft wide rack bays) Transverset - 6-inches required (hand stacked areas) Longitudinal - Not required tFM Global: 6-inches every 8 ft Double Row Racks: (8-ft wide rack bays) Transverset - 6-inches required (pallet loaded racks) Longitudinal" - 6-inches required FM Global: 6-inches every 8 ft tt vertically aligned (8-ft wide rack bays) Transverse - 6-inches required (hand stacked areas') Longitudinal1' - Not required ' FM Global: 6-inches every 8 ft Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Allen W', Carlsbad, CA Page j 5 II " vertically aligned CFC Table 3208.3 * Random transverse flue variations in size are allowed, sub-note (b) provided that the configuration does not obstruct water penetration. If rack bays are 8-ft wide and handstacked to a max. storage height of 10 ft (first in-rack level), the 6-inch transverse flue spaces may include flue space occupied by rack uprights. (see Attachments See Section 4.9 of this report for additional details on flue spaces for more details) and required flue space protection devices. Building Access CFC Table Access Roads: Road & Doors 32062, Sections Access roads required by CFC Section 503 (Section 4.3 on 503.1.1, 503,2-8, Access roads are existing and have been approved as part of Page 17) 3206.6, 3206.7.5 the shell building plans. Access Doors: Access doors are required by Chapter 32 for high piled storage of High Hazard Commodities of more than 2,500 ft2 One (1) access door exists along the plan West of the warehouse Final location and number of access doors is pending fire department approval. (see Attachments See Section 43 of this report for additional details on access for more details) doors. Aisle Width CFC 3206.10 Aisles of at least 44" are required in sprinklered buildings with (Section 4.7 on high-piled storage exceeding 500 square feet Page 22) Cross aisles used only for employee access between aisles - - shall be a minimum of 24" wide 3206.10.2 Aisles separating shelves classified as shelf storage shall be at least 30" wide Thermo Fisher Scientific agrees to maintain a minimum of 44" aisle widths for the high-piled storage areas and within the ambient temperature warehouse in order to - - comply with the sprinkler requirements stated in Section 4.11 of this report. CFC 3206.10.3 Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. (see Attachments See Section 4.7 of this report for additional details on aisle for more details) widths. Fire CFC Section High-piled Storage Areas: 4-A:20-B:C; Extinguishers 3206.11, 906 and Maximum travel distance 75 ft*; (Section 4.6 on Tables 906.1, Maximum area per extinguisher 4,000 ft2 Page 21) 906.3 (1) & (2), 906.9 * If no flammable liquids are stored, otherwise travel distance 50 Feet (see Attachments See Section 4.6 of this report for additional details on fire for more details) extinguishers. Hazardous N/A N/A. Not part of the scope of this report. See separate Materials Hazardous Materials report. Allowable Area CBC Table 503 Not within the scope of this report. Existing building. No proposed (see Attachments changes to type of construction, building square footage or for more details) occupancy unless otherwise specified by the Architect of Record. Rev 1.1 - THERAIO FISHER SCIENTIFIC . 5791 Van Allen Way, Carlsbad, CA Page 6 11 I 2. Introduction I The following is a high-piled combustible storage code compliance report for THERMO FISHER SCIENTIFIC, located at 5791 Van Allen Way in the city of Carlsbad, CA. I This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2019 Editions of the California Fire Code and the California Building I Code, the 2016 Edition of NFPA-13, Standard for the Installation of Sprinkler Systems, the 2015 Edition of FM Global Data Sheet 8-24, Idle Pallet Storage, and the 2020 Edition of FM Global Data Sheet 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities. I I I I I I I I I I I I I Rev 1.1 - THERIvIO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA Page 1 7 I I 3. Building Construction, Design, and Occupancies 9 3.1 Building Construction & Design THERMO FISHER SCIENTIFIC will occupy a building of 81,059 square footage. The building is of Type Ill-B construction, fully sprinklered and is two-story above grade. No expansion or modification to the building is planned at this time unless otherwise specified by the Architect of Record. (Attachment #1) 3.2 Occupancies The facility will be used for office space, manufacturing and warehousing (B, F-I and S-I) with accessory Assembly (A-3) occupancies. High piled storage, in single and double row racks with open shelves and aisles of at least of 44" is planned in the Warehouse (1400) rack storage area. High-piled storage on wire mesh shelves and aisles of at least of 30" is planned in the Cold Room (1409) storage space. High Hazard storage for idle pallets is planned in the Idle Pallet Storage Room (1412). Non high-piled storage is planned in the Freezer Room (1410), CRYO Storage Room (1411), Corrosive Storage (11 405A), Flammable Storage (1405), Sampling (1404), Shipping & Receiving (1401), and Maintenance Shop/Storage Room (1413). High-piled and high hazard storage is planned in the designated storage areas as follows: Table I. High-Piled /High Hazard Storage Configurations in Designated Storage Areas STORAGE STORAGE CONFIGURATION OPEN/CLOSED AISLE AREA* SHELVES WIDTH (FT-I NJ Warehouse Single & Double Row Racks --Open 12'-2" Cold Room Shelves Open 30's Idle Pallet On Floor N/A 44" THERMO FISHER SCIENTIFIC will be classified overall as B, F-i and S-i occupancy with A-3 accessory occupancies, unless otherwise specified by the Architect of Record. (Attachment #2) Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA ) Page I 8 I I I I I I Table 2. Occupancy Classification And Associated Areas USE OccuPANcY APPROXIMATE AREA SQ FT Office/Manufacturing/Assembly Areas - Outside B F-i, A3* Unknown the Scope High-Piled Storage Area** (mci. High Hazard) S-i 5,055 Non High-Piled Storage Area s-i 5,007 Other Uses Unknown Unknown Total Building B, F-i and S1* 81,059 A-3 accessories uses ** Based on information Drovided by Thermo Fisher Scientific I I I I I I I I I I I I I I Rev 1.1 - THERMO FISHER SCIENTIFIC 579! Van Allen Way, Carlsbad, CA Page I 9 4. High-Piled Storage Requirements The highest hazard commodities for the Ambient Warehouse Rack Storage are classified as cartoned unexpanded and exposed unexpanded Group A/High Hazard commoditiest in plastic packaging on open shelving in single and double row racks. t Any cartoned expanded or uncartoned (exposed) expanded Group A Plastics will be stored on the floor away from the racks to a maximum storage height of 5 ft with no other storage above. The highest hazard commodities for the High-Piled Storage Room (Cold Room) are classified as cartoned unexpanded and exposed unexpanded Group A/High Hazard commodities in plastic packaging on open wire mesh shelves. The highest hazard commodities for the Idle Pallet Storage Room are classified as high hazard per NFPA 13 (if plastic pallets are not FM approved classify per FM as exposed unexpanded** Group A/High Hazard commodities). The following commodity classification per CFC Section 3203.2 through 3203.7, 3203.8 and Table 3203.8 is designated as Class l-IV and Group A/High Hazard Group A/High Hazard: (Attachment #4) Table 3. High-Piled Storage Specifications By Storage Area Products (Attachment #4) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sutated** Commodity Class* Ambient Warehouse: Various Laboratory Reagents, Product in Finished Packaging. Finished Product Packaged in Corrugated Cardboard Or Paperboard, Stored in Larger Boxes Or GROUP Plastic Bins. Plastic Single & A/HIGH Tubes and Bottles Double Row 25'-0" Yes Plastic Yes/No Yes HAZARD, Filled With Rack UNEXPANDED Liquids/Solutions or Powders (Product) of Various Materials. Large Plastic Bags in Open Plastic Bins or Packed In Larger Corrugated Boxes for Transport and Storage. Cold Room: Various Laboratory Reagents, Product in Finished GROUP Packaging. Finished Shelf ~ 7'-0" Yes N/A Yes/no No A/HIGH Product Packaged in Storage HAZARD, Corrugated Cardboard UNEXPANDED Or Paperboard, Stored in Larger Boxes Or Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, Page 110 El 151 Plastic Bins. Plastic Tubes and Bottles Filled With Liquids/Solutions or Powders (Product) of Various Materials. Large Plastic Bags in Open Plastic Bins or Packed In Larger Corrugated Boxes for Transport and Storage. Idle Pallet Storage GROUP Room: Idle Wood and Wood NHIGH Plastic Pallets (FM On Floor :5 7'-0" N/A PlasticN/A N/A HAZARD, Approved and Non FM UNEXPANDED Approved**) * Based on the highest hazard commodity. ** Idle Plastic Pallets (Not FM Approved) are treated and protected as uncartoned unexpanded Group A Plastics per FM Datasheet 8-24 Section 2.2.2.1. Wood and FM Approved pallets treated per NFPA 13 Section 12.12 (idle pallet storage) and FM Datasheet 8-24 Section 2.2.3 High-Piled Storage: Per CFC Section 3204.1, a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. Therefore, the highest commodity class stored within the high-piled storage/rack I storage areas are cartoned unexpanded and exposed unexpanded Group A/High Hazard. (Attachments #3 and #5) I Floor Storage to 5 ft: Per CFC 202 (Attachment #3), the definition of high-piled combustible storage does not include high-hazard/Group A plastics where the top of storage is less than 5 feet in height, nor does it include all other commodities (Class l-IV) I where the top of storage is 12 feet or less in height; therefore the requirements of CFC Chapter 32 is not applicable to THERMO FISHER SCIENTIFIC's floor storage areas. Based on Table 3206.2, the following fire protection requirements will be provided by THERMO FISHER SCIENTIFIC to meet the requirements of CFC Chapter 32 and NFPA 13 for the entire storage area, in addition to FM DS 8-9 where applicable (Attachment #6, #6A, #6B). High Piled Storage Areas are smaller than the warehouse area. Extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area(s) or to a permanent partition. I I I Rev 1.] THERMO FISHER SCIENTIFIC . 5791 Van Allen W Carlsbad, CA Page I II I' I I I I I I I I I I 4.1 Automatic Fire Sprinkler System The following requirements are based on NFPA 13 (2016 Edition): 4.1.1 Ambient Warehouse Rack Storage Area (Attachments #6 and #6A) Type of Storage: Single And Double Row Racks Type of Rack Shelving: 50% or greater open Commodity Stored: CLASS I-IV, CARTONED UNEXPANDED AND EXPOSED UNEXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks See Section 4,9 for more details on single and double row rack flue space requirements Aisle Widths: ~- 8'-0" (typ. > 12') Storage Height: :5 25'-0" Ceiling Height: :5 32'-3" Warehouse Area: :5 4435 ft2 Ceiling Sprinkler: Control Mode Density Area (CMDA), minimum K-8, listed for storage, ordinary or high temperature, pendent sprinklers. Minimum density of 0.3 gpmlft2 over 2000 ft' remote area, maximum coverage area 100 ft2, minimum spacing of 6-0"; maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, and hose allowance of 500 gpm (150 minutes) In-Rack Sprinklers: 2 Levels per NFPA 13 Figure 17.2.1.4(l), but exceeded by FM DS 8-9 in-rack requirements: shown in Figures 11 (Single Row Racks) and 13 (Double Row Racks using face sprinklers). Use IRAS(E) scheme (based on FM DS 8-9) with the following horizontal in-rack spacings: Every 8 ft spacing for 8-ft wide rack bays (6-inch transverse flues), Flue Space requirements per Section 4.9 A 6-inch clearance between top of storage and in- rack sprinkler deflector is recommended. On behalf of Thermo Fisher, we are proposing protection per FM Data Sheet 8-9 since the protection conservatively requires not only two levels of in-rack sprinklers, but also face sprinklers (not required by NFPA 13): Proposed FM Insurance Requirements: Secondary calculations as required by FM Global Datasheet 8-9 for insurance purposes: Rev 1.1 - THERA'IO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA '~~ Page 112 01 I Sprinkler options available with two levels of in- rack sprinklers: Ceiling level (upright): 12 heads@ 11 psi for K-16.8 (250 gpm hose demand, 60 minutes), (see Attachment # 6A) In-rack sprinklers: 2 Level, based on IRAS (E) scheme per Figures 11 and 13, at the 10 ft & 20 ft elevations; 14 heads (7 on 2 levels) at 30 gpm to be balanced with the overhead sprinklers. Face and flue sprinklers required in double-row racks. Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-9 July 2020 Sprinkler heads FM approved Existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3,000 ft2 (as shown on the sprinkler placard) does not meet the requirement for protection above. Additional upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). 4.1.2 Pre-Fabricated High-Piled Storage Room (Attachments #6 and #6B) High-Piled Storage Rooms: Cold Room (1409) -. Type of Storage: Shelves (Wire Mesh) Type of Shelving: 50% or greater open Commodity Stored: CLASS l-IV, CARTONED UNEXPANDED AND EXPOSED UNEXPANDED GROUP A PLASTICS Flue Spaces for Racks Not Required Aisle Widths: 2:44" Storage Height: 7'-0" Ceiling Height: :5 10'-0" Cold Room Area: :5 350 ft' Ceiling Sprinkler: Control Mode Density Area (CMDA), minimum K-I 1.2, listed for storage, ordinary or high temperature, (Cold Room) dry pendent sprinklers. Cold Room Temperature: 2° C to 5°C. Minimum densityt of 0.40 gpm/ft' over 2600 ft' remote area (Incl. 30% increase for dry pipe installation) OR over Room Area (360 ft2) IF room is enclosed with I % hour rated walls, maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum spacing of 6-0"; minimum 18" clearance Rev 1.1 - THERMO FISHER SJENT/FJC 5791 Van Allen Carlsbad, CA Page 113 I, I I I I I I I I I 11 I I I I I I I I from deflector to top of storage, and hose allowance of 500 gpm (120 minutes) If no 1 '4 hour rated walls are provided with pre-fabricated cold room, density needs to be extended to surrounding storage rooms to include a minimum of 2600 ft2 of sprinkler operating area at 0.40 gpmlft2 Proposed FM Insurance Requirements: Secondary calculations as required by FM Global Datasheet 8-9 for insurance purposes: Ceiling level: Dry-upright K-i 1.2 (Standard Response) 20 heads@10 psi (500 gpm hose demand), (see Attachment # 613). Table 10 (attachment #613) lists dry "upright"s heads, after review with FM: approved dry pendent heads Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-9 July 2020 Sprinkler heads FM approved Existing sprinkler system does not meet the requirements for protection above. Additional upgrades and/or calculations for the worst case design may be required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). 4.1.3 Dropped Ceiling Idle Pallet Storage Room (Attachments #6 and #6C) High-Hazard Storage Room: Idle Pallet Storage (1412): Idle Wood and Idle Plastic Pallets (FM Approved & Non FM Approved Pallets) Type of Storage: On Floor Commodity Stored: CLASS I-IV, HIGH HAZARD AND EXPOSED UNEXPANDED GROUP A PLASTICS* * Plastic pallets not FM approved to be treated as unexpanded plastic pallets or uncartoned unexpanded Group A Plastics per DS 8-9 Aisle Widths: > 44" Storage Height: 7'-0' Ceiling Height: < 1014" Pallet Storage Area: :5 270 ft2 Ceiling Sprinkler: Wood Pallets: Control Mode Density Area (CMDA), minimum K-Factor: K-I 1.2, listed for storage, ordinary or high temperature, pendent or upright. Minimum density of 0.45 gpm/ft2 over 2500 ft2 remote area (over room area 270 ft2) Plastic Pallets: Control Mode Density Area (CMDA), minimum K-Factor: K-16.8, listed for storage, Rev 1,! - THERMO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA T~) Page 114 I. ordinary or high temperature, pendent or upright. I Minimum density of 0.60 gpm!ft2 over 2000 ft2 remote area (over room area 270 ft2) Maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum spacing of 6'-0"; I minimum 18" clearance from deflector to top of storage, and hose allowance of 500 gpm (120 minutes) I Proposed FM Insurance Requirements: Secondary calculations as required by FM Global Datasheets 8-9 and 8-24 for insurance purposes: Wood and FM Approved Pallets: Ceiling level (pendent): K-I 1.2 (Standard Response) 15 I heads@25 psi (500 gpm hose demand, 90 minutes), (see Attachment # 6C) I Non FM Approved Pallets: Ceiling level (pendent): K-I 1.2 (Standard Response) 15 heads@10 psi (500 gpm hose demand, 90 minutes), (see Attachment # GC) I . Sprinkler spacing and design guidelines per FM Global Datasheets 2-0, 8-24 and 8-9 July 2020 Sprinkler heads FM approved Existing sprinkler system does not meet the requirements for protection above. Additional upgrades and/or calculations for the worst case design may be required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). I 4.14 Non High-Piled Storage Rooms (Attachments #6 and #6D) I Storage Rooms: Freezer Room (1410), CRYO Storage Room (1411), Corrosive Storage (1405A), Flammable Storage (1405), Sampling (1404), Shipping & Receiving I (1401), Maintenance Shop/Storage (1413) See separate hazardous materials code compliance I report for additional protection requirements Type of Storage: Non-High Piled Floor Storage Area I Commodity Stored: CLASS I-IV, CARTONED AND EXPOSED (UNCARTONED), EXPANDED AND UNEXPANDED GROUP A PLASTICS COMMODITIES I Storage Height: :5 6-0" Group A Pastics (Class l-IV: :5 12'-011) I Ceiling Height: :5 10'-0" (except Maintenance Shop/Storage (1413) Ceiling height: :5 32'-3") Rev 1.1 - THERA4O FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, GA k) Page 15 I Ceiling Sprinkler: Control Mode Density Area (CMDA), minimum K-5.6, ordinary (165°f) or high (286°0 temperature, upright or pendent sprinklers. Minimum density of 0.2 gpm/ft2 over 1500 ft2 remote area, maximum coverage area 130 ft2, maximum spacing between sprinklers 15-0", minimum 18" clearance from deflector to top of storage, and hose allowance of 250 gpm (90 minutes) Existing ceiling sprinkler system designed to 0.45 gpm!ft2 over 3000 ft2 (as shown on the sprinkler placard) meets the requirement for protection above. However, additional upgrades are required, due to dropped ceiling over these rooms and due to the sprinkler protection requirements for storage of hazardous materials (see separate hazardous materials code compliance report for more details). Note: Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of THERMO FISHER SCIENTIFIC. Confirmation of compliance with the adopted edition of NFPA 13 or FM Global Datasheets for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system design specifications and installation requirements per FM Global Datasheet 2-0. 4.1.5 Additional Protection Requirements 4.1.5.1 Extent of Protection Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area or to a full height wall, where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 4.1.5.2 Protection of Steel Columns Per CFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1 (Attachment #7), where fireproofing of building columns located wholly or partially within the rack footprint (inclusive of flue space or within 12 inches of the footprint) is not provided and storage heights are in excess of 15 ft, protection of building columns within the rack structure shall be provided by the installation of in-rack sprinklers. 4.1.5.3 Fixed Obstruction Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.5.4 Ceiling Slope Per NFPA-13 Section 12.1.2 (Attachment #7, the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.5.5 Open Top Containers & Solid Shelves Per NFPA-1 3 Section 17.1.6 (Attachment #7), Protection shall not apply to open-top containers, or racks with solid shelves. However, per NFPA-13 Section C.12 fire tests Rev 1.1— THERMO FISHER SCIENTIFIC Page 116 5791 Van Allen Way, Carlsbad, A I] I have shown that the issue of open-top containers used in rack storage only occurred in the upper storage tiers increasing sprinkler operation and fire spread in the main array. No solid shelves. No open top containers permitted in the racks, except for the first level (4-5 I ft from the floor). 4.1.5.6 Additional Factory Mutual Requirements Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global I Datasheet 2-0 (whichever provides greater protection). 4.1.6 Other Areas -OUTSIDE THE SCOPE Unknown and outside the scope of this report. I 4.2 Alarm/Monitoring Per CFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures and waterfiow switches I on all sprinkler systems (if serving > 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Monitoring: Alarm, supervisory and trouble signals shall be distinctly different and shall be - automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. I Alarm: One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single I sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #8) I 4.3 Building Access - Doors & Roads I Per CFC 3206.6 (Attachment #9), fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet of all portions of the exterior walls of buildings used for high-piled storage. EXCEPTION: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protection. 4.3.1 Access Roads Per CFC 503. 1.1 (Attachment #9), approved fire apparatus access roads shall be provided within 150 feet of all portions of the facility and all portions of the exterior walls of Rev 1.1— THERMO FISHER SCIENTIFIC 1'- 5791 Van Allen Way, Carlsbad CA Page 117 I I I I I the first story of the building as measured by an approved route around the exterior of the building or facility. Per CFC 503.2 (Attachment #9), fire apparatus access roads shall be installed and arranged in accordance with the following: Dimensions: Fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches, Authority: The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations, or where necessary to meet the public safety objectives of the jurisdiction. Surface: Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Turning Radius: The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead Ends: Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. Bridges and Elevated Surfaces: See CFC Section 503.2.6 Grade: The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. Angle of Approach and Departure: The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #9) Access roads are existing and have been previously approved as part of the shell building. 43.2 Access Doors Per CFC 3206.7 (Attachment #9), fire department access doors shall be provided in accordance with the following: Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: The opposite exterior wall faces a fire apparatus access road. The opposite exterior wail is provided with fire department access doors. The entire interior surface of the exterior wall is less than 150 feet away from a fire department access door. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Location. Where exterior walls surrounding high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA ) Page 118 n 15 I FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the background. Letters shall have a minimum height of 2 inches with a minimum stroke of '8 inch. Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adiacent fire department access doors does not exceed 125 feet measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet in existing buildings where change in occupancy is not proposed. I . Door size and type. Fire department access doors shall be not less than 3 feet in width and 6 feet 8 inches in height. Roll-up doors shall not be considered fire department access doors unless approved. I . Locking devices. Locking devices on fire department access doors shall be approved. Key box. Where fire department access doors are required, a key box shall be installed in accordance with CFC Section 506.1. The key box shall contain keys or I devices to allow for entry through the fire department access doors. Please note that access doors are only required where the warehouse exterior walls faces I an access road. One (1) access door (through Shipping and Receiving) exists along the plan West of the warehouse. Final location and number of access doors is pending fire department approval. I (Attachment #9) I 4.4 Smoke and Heat Removal Based on CFC Table 3206.2, smoke and heat removal is required in sprinklered high-pile I storage areas of High Hazard/Group A Plastics commodities and more than 2,500 ft' (Attachment #10) (Ambient Warehouse, Cold Room, Maintenance Storage): Per CFC 910.3 (Attachment #10) smoke and heat vents shall be design, installed and maintained in accordance with the following: Listing and labeling. Smoke and heat vents are required to be listed and labeled to indicate their compliance with UL 793, FM 4430 or ICC ES AC 331. Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet or more from adjacent lot lines and fire walls and 10 feet or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consideration given to roof pitch, sprinkler location and structural members. Smoke and heat vent area. The required aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows, see Section 4.4.3. Rev 1.1 - THERMO FISHER SCIENTIFIC 4 5791 Van Allen Way, Carlsbad, CA =•; Page I I 9 I I I I I I o Maintenance. Smoke and heat vents shall be maintained in an operative condition in accordance with NFPA 204 and Section 910.5.11. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. NOTE: Smoke and Heat vents are discouraged by FM Global Datasheet 2-0, Section 2.1.1.7, if local codes require vents; vents to be FM approved and equipped with standard- response 360 deg F thermal activating device. 4.4.1 Separation of High-Piled Storage Areas Per CFC 3206.3.2.1 (Attachment #10), the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code OR by a distance of 100 feet or more. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. As THERMO FISHER SCIENTIFIC occupies the entire building, no separation from adjacent tenant spaces is required. Additional occupancy separation requirements may exist and are specified by the architect of record. 4.4.2 Separation of Multiple Classes of High Piled Storage Areas High-piled storage areas classified as Class I through IV not separated from high-piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2 (i.e. based on the worst-case commodity). 4.4.3 High-Piled Storage Areas The aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows: (Attachment #10) Cold Room (approx. 350 ft') Smoke and heat removal is required, based on AVR = V/9000 Where: V = Volume of the Storage Area = 10 ft x 350 ft' = 3,500 ft' A = Required Aggregate Vent Area = 3,500 ft3/ 9,000 = approx. 0.4 ft2 On behalf of Thermo Fisher Scientific, we are proposing that no smoke and heat vents be installed in the Cold Room based on the following: Rev 1,1— THERA'f0 FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA Page I 20 0 11 I I The cold room is only 350 ft2, thereby resulting in an 0.4 ft2 smoke and heat vent area. The cold room is pre-fabricated without a smoke and heat vent. Maintaining an environmentally controlled room is challenging (practical difficulties) if a I smoke and heat is installed. Maximum storage heights in this room do not exceed 7 ft, which is only slightly above a high-piled storage definitions in the fire code. I Ambient Warehouse (approx. 4435 ft) Smoke and heat removal is required, based on AVR = V/9000 I Where: V = Volume of the Storage Area = 32 ft 3 in x 4435 ft2 = 143,029 ft3 I A = Required Aggregate Vent Area = 143,029 ft31 9,000 = approx. 16 ft2 One smoke and heat vent [4' x 8'] is required at the warehouse roof level (Cold I Room smoke and heat vent is included in this number). There are unknown existing smoke and heat vents currently in the warehouse. One skylight within the warehouse area will be replaced with a smoke and heat vent to I meet the high piled storage requirements. I 4.5 Draft Curtains Draft curtains are no longer required per the California Fire Code for storage areas I equipped with an approved fire sprinkler system. All sprinkler systems are CMDA, I -4.6 Portable Fire Extinguishers I . Per CFC Sections 906 and 3206.11 (Attachment #11), portable fire extinguishers shall be installed in the following locations: In existing Group S-I occupancies I . Group A, B, H-3, and H-4 occupancies are outside of scope Where required by the sections indicated in Table 906.1. I Per CFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance 75* Feet I * If no flammable/combustible liquids are stored, otherwise travel distance :5 50 Feet THERMO FISHER SCIENTIFIC agrees to comply with the requirements for fire I extinguishers. One extinguisher may provide coverage to a maximum of 4,000 ft2. Fire extinguisher types and locations will be provided by THERMO FISHER SCIENTIFIC or fire extinguisher vendor and approved by the fire department. I I Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed Rev 1.1— THERMO FISHER SIENTJF1C ¼ 5791 Van Allen 916y, Carlsbad, CA Page I 21 I indicated the need for placement away from normal paths of travel, Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. 4.7 Aisle Widths Per CFC 3206.10 (Attachment #12), aisles in spririkiered buildings not accessible to the public with high-piled storage areas exceeding 500 ft2 shall comply with the following: Aisles shall be a minimum of 44 inches * Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width Aisles separating shelves classified as shelf storage shall be a minimum of 30 inches wide Thermo Fisher Scientific agrees to maintain a minimum of 44" aisle widths within the high-piled storage areas in order to comply with the sprinkler requirements stated in Section 4.1 of this report. Dead end aisles shall not exceed 50 feet. THERMO FISHER SCIENTIFIC agrees to meet the above requirements for aisle widths and dead ends. Additionally, THERMO FISHER SCIENTIFIC agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. 4.8 Housekeeping & Maintenance Per CFC Sections 901.6 and 3205 (Attachment #13), the following are general maintenance and safety requirements: Rack Structures. The structural integrity of racks shall be maintained Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. Ignition sources. Clearance from ignition sources shall be provided. Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. Flue Spaces. Flue spaces shall be maintained for rack storage. (Attachment #14). See Section 4.9 of this report. Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Additionally, Rev 1.1 - THERMO FISHER SCIENTIFIC 5791 Van Allen 1, Carlsbad, CA T~S) Page 1 22 I 3 In-Rack Sprinkler Pallet Load any existing non-required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. Per CFC 901.6 (Attachment #13), non-required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. 4.9 Flue Spaces for Rack Storage Per CFC 3208.3 and Table 3208.3 (Attachment #14), flue spaces shall be maintained for rack storage. Where required by the fire code official **, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space above the first tier of storage. Such devices shall not be moved or modified. The required flue spaces for rack storage per CFC Table 3208.3 are exceeded by flue space requirements of FM Global Datasheet 8-9 Section 2.2.3.2 (for definition of flue spaces see NFPA 13, Figure A.3.9.3.7(b)). The flue space requirements for rack storage are listed in Table 4 (Attachment #14). City of Carlsbad requires flue space protection per CFC 3208.3.1 for flue spaces required by CFC Table 3208.3 in single and double row rack storage. Rack installations shall be equipped with approved devices to protect the required flue spaces and which shall not be removed or modified. We are appealing to use FM criteria for required flue spaces. Flue space alignment relative to horizontal in-rack spacing in 8-ft wide rack bays (single row and double row racks), see Figure 1. - I I Ø14VI Z= UtU I I011U Figure 1 Flue spacest relative to horizontal in-rack spacing for 8-ft wide rack bays Table 4. Flue space requirements per CFC and FM Global DS 8-9 Single Row Racks*: (8-ft wide rack bays) Transverset - 6-inches required (pallet loaded rackst) Longitudinal - Not required tFM Global: 6-inches every 8 ft (8-ft wide rack bays) Transverset - 6-inches required (hand stacked areast) Longitudinal - Not required Rev 1.1 - THERMO FISHER SIENTIF/C 5791 Van Allen Way, Carlsbad. CA TA . . I Page I 23 I I I I I I Li I I I I I I I I I 1 I I 'FM Global: 6-inches every 8 ft Double Row Racks: (8-ft wide rack bays) Transverset - 6-inches required (pallet loaded racks) Lorigitudinaltt - 6-inches required t FM Global: 6-inches every 8 ft tt vertically aligned (8-ft wide rack bays) Transverse - 6-inches required (hand stacked areast) Longitudinaltt - 6-inches required FM Global: 6-inches every 8 ft tt vertically aligned * Transverse Flue Spaces: Random variations (in flue space size) are allowed, provided the distribution of water is not obstructed per CFC Table 3208.3, sub-note (b). If rack bays are 8-ft wide, the 6-inch transverse flue spaces may include flue space occupied by rack uprights. 4 Loud depth 0 Mal B Load width K Rack depth C Sbrape haighi L Longitudinal floe space F CmmodiIy T Trsnw,erae flue apace FIGURE A..9.S.7th) I)ouhk-Row Rados lVabout Solid or Siwiled Shetvea. City of Carlsbad requires that flue spaces to be spaced such that products on shelving do not cover more than 20 sq ft between approved flue spaces. See request above to use FM criteria in lieu of CFC criteria. City of Carlsbad requires flue space protection per CFC 3208.3.1 for flue spaces required by CFC Table 3208.3 in single and double row rack storage. Rack installations shall be equipped with approved devices to protect the required flue spaces and which shall not be removed or modified. A mechanical means shall be provided to maintain the transverse flue spaces at the uprights at each level: Transverse flue spaces at rack uprights to be protected with mechanical devices. The device and its installation method shall be identified on the plan. Transverse flue spaces between uprights shall be marked with a 3-inch or 6-inch yellow strip on the load beam with words in red that read, "Keep Clear." Rev 1.1— THERMO FISHER SCIENTIFIC A U ~. OC I AT V ?I F 5791 Van Allen Way, Carlsbad, CA • Page 1 24 11 I I LI I . Durable vinyl tape, paint, or other methods as approved by the fire code official may be used. Note, transverse flue space is measured as the distance between the loads, not the distance between the racks. A flue space's net width is a measure of its gross I width minus any horizontal obstructions, such as rack uprights, located within the flue space. A 3-inch transverse flue space to be provided at rack uprights (not I including the space taken by rack uprights), see Figure 1. Double row racks shall be equipped with a pallet/commodity stop along the longitudinal flue space at each level: The device along the longitudinal flue space shall be made from steel or other I ferrous material ¼" thick and, in the mounted position, shalt extend a minimum of 4 inches above the shelf or cross member, or other method approved by the fire code official. 1 . It is noted that regardless of the design of the pallet stop, the flue space shall be I Definition of Flue Spaces: Longitudinal Flue Space: The flue space between rows of storage perpendicular to the direction of loading. Transverse Flue Space: The space between rows of storage parallel to the I direction of loading. Final approval of flue space protection devices is pending fire department approval. 1 4.10 Hose Connections Per CFC 3206.8, hose connections are not required unless exit passageways are required I by the California Building Code for egress within the high piled storage areas. In this case a Class I standpipe system shall not be provided in accordance with CFC Section 905, as exit passageways are not proposed. (Attachment #15) I I P H I H I Rev 1.1 THERMO FISHER SCIENTIFIC -¼ 5791 Van Allen Way, Carlsbad, CA Page I 25 measured from the back of the pallet stop to the (opposing) back of the pallet stop. I I 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #16) 5.1 Storage [S-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant load of 29 and the common path of egress travel shall not exceed 100 feet. Per CBC 1017.2.2, exit access travel distance can be increased to 400 feet when the portion of the building classified as Group S-I is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Other Areas - Outside the Scope Unknown and outside the scope of this report. See architectural plans. THERMO FISHER SCIENTIFIC agrees to meet the above requirements for travel distance. II Rev 1.1— THERI'VIO FISHER SCIENTIFIC 5791 Van Allen Way, Carlsbad, CA Page I 26 11 ~ 1' I 1 6. Exposures 6.1 Occupancy Separation I Accessory THERMO FISHER SCIENTIFIC is classified as a B, F-I and S-I occupancy with A-3 Occupancies, unless otherwise specified by the Architect of Record. Based on CBC Table 508. (Attachment #17), the following occupancy separation is I required in a fully sprinklered building*: o No occupancy separation is required between: B, F-I and S-i occupancies ' 0 No occupancy separation for A-3 (Accessory) and B/F-1/S-1 occupancies 6.2 Separation of High-Piled Storage Areas I Per CFC 3206.3.2.1 (Attachment #18), the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by I-hour fire barrier walls constructed in accordance with the ' California Building Code OR by a distance of 100 feet or more. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. I As THERMO FISHER SCIENTIFIC occupies the entire building, no separation from adjacent tenant spaces is required. Additional occupancy separation requirements may exist and are specified by the architect of record. 6.3 Separation of Multiple Classes of High Piled I Storage Areas High-piled storage areas- classified as Class I through IV not separated from high-piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage I areas as high hazard for the purposes of the application of Table 3206.2. Multiple class - high piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2 (i.e. based on the worst-case commodity). 6.4 Allowable Area and Side yards The building is existing. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 1.1 - THERMO FISHER SCIENTIFIC - 5791 Van Allen Way, Carlsbad, CA Page I 27 7. Approved Storage Layout Per CFC 3201.3.2 a floor plan, of legible size, shall be provided (by others), mounted on a wall and protected from damage. The floor plan shall be mounted in an approved location and show the following (Attachment #19): Locations, dimensions and rack layout of high-piled storage areas. Design storage height for each storage area*. Types of commodities. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement*. Aisle dimensions between each storage array*. For palletized and solid-piled storage, the maximum pile volume for each storage array*. Location and classification of commodities in accordance with Section 3203 (Commodity Classification, see Section 4). Location of required fire department access doors. Location of valves controlling the water supply of ceiling and in-rack sprinklers. * For high-piled storage only, non high-piled storage arrangements are excluded. The proposed approved storage layout is outside the scope of Klausbruckner & Associates Inc. at this time. COAST INDUSTRIAL SYSTEMS agrees to comply with the requirements of CFC Section 3201.3.2. 01 Rev 1.1 - THERMO FISHER SCIENTIFIC ¼ 5791 Van Allen Way, Carlsbad, CA ) Page I 28 M1 01 8. Conclusion I It is the opinion of klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2019 Edition of the California Fire Code, the 2019 Edition of the California Building Code, and the 2016 Edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, THERMO FISHER SCIENTIFIC agrees to meet the storage conditions required and specified in this report. THERMO FISHER SCIENTIFIC Representative - Sign Name Date I J.wi 7ç tç I THERMO FISHER SCIENTIFIC Representative * Print Name I I I I I 1 I I16S ____ Rev 1.1 THERI10 FISHER SCIENTIFIC I 5791 Van Allen Way, Cartthacl ('4 I Page 29 I I I I 01 9. Appendix A: Attachments Attachment #1: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK Attachment #2: OCCUPANCIES Attachment #3: DEFINITION OF HIGH-PILED COMBUSTIBLE STORAGE Attachment #4: COMMODITY CLASSIFICATION Attachment #5: DESIGNATION OF HIGH PILED STORAGE Attachment #6: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6A: AUTOMATIC FIRE SPRINKLER SYSTEM - HIGH-PILED STORAGE AMBIENT WAREHOUSE RACK STORAGE AREA Attachment #6B: AUTOMATIC FIRE SPRINKLER SYSTEM - HIGH-PILED STORAGE ROOM (COLD ROOM) Attachment #6C: AUTOMATIC FIRE SPRINKLER SYSTEM - IDLE PALLET FLOOR STORAGE ROOM (HIGH HAZARD STORAGE) Attachment #6D: AUTOMATIC FIRE SPRINKLER SYSTEM - FLOOR STORAGE AREA (NON HIGH-PILED STORAGE) Attachment #7: ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: ALARM/MONITORING Attachment #9: BUILDING ACCESS - DOORS & ROADS Attachment #10: SMOKE AND HEAT REMOVAL Attachment #11: PORTABLE FIRE EXTINGUISHERS Attachment #12: AISLE WIDTHS Attachment #13: HOUSEKEEPING & MAINTENANCE Attachment #14: FLUE SPACES FOR RACK STORAGE Attachment #15: HOSE CONNECTIONS Attachment #16: MEANS OF EGRESS Attachment #17: OCCUPANCY SEPARATION Attachment #18: SEPARATION OF HIGH-PILED STORAGE AREAS Attachment #19: APPROVED STORAGE LAYOUT & DOCUMENTS Rev 1.1 - THERMO FISHER SCIENTIFIC ¼ 5791 Van Allen Way, Carlsbad, CA t) L : Page 30 ~ 01 I I I I I ATTACHMENT #1 I BUILDING CONSTRUCTION & DESIGN I I I I I I I I I I 1 I 11 ;! 9 I: 9 9 9 o_ . 9 _ , t; ffl Uo co - 0) .1 Cl) z w Lj.ø o < uJ —Cl) cn >. 0 9 h LLI -J I j It > <0 LL a. L() CL (I) 0 I 0 .9 b JIIi I rn9wI,l I rVU MPH 11111111,14'., Bill 9111 11111 Hill Bill lIllIuluuuI!1l IIIIIIIuuuIIl.I I uluullulull:u.a -4, 5 .4 I I I I I I I I I I I I I I I I I I I I ... - :•• I Li ,II IA.'ft wi- I! k'II!2ibY1 I il!II - . • _I I rr'ui lL • ILIIiFt 14J- J. 14111 "Mold JI !iiINinII b#iI !II I_fi I - ---. ,• oil L!i•l lI IW lI1p!II I - x T... LE F NON HIGH-PILED STORAGE FOPEN TO BUILDING CEILING 32'-3 I 0 IDLE PALLET STORAGE r ROOM HIGH-HAZARD I I LE Il STORAGE 9i IF o .. *}ftJIIrr{ __- SHIPPING AND I 0 II I ''ALL ETIE S I. OAGE 0 iSAMPLING -; -- WARREHOU -- t II 6 6 11 - tl / _-: WAR, %s: OPE OPE OFF llirRIh LL L = = ISTORAGE ROOM J- IDROPPED CEILINGJ / 7 I FREEZER/COLD ROOM I n HIGH-PILED STORAGE / I12ft AISLE WIDTH H IOPEN TO BUILDING CEILING 32-3"1 HIGH-PILED RACK STORAGE LII STORAGE RACK LAYOUT SCALE HIS rn1Tsww ROIfl'LW OVERALL BUILDING STORAGE RACK ELEVATIONS 5CA1(. HIS SCALE. NTS CONCEPTUAL ELEVAEOTTONLY PLEASE REFER TO EACTREERING EON EXCT OLTEAG & SPECIFCATONS - - - m - - - m - - - m - - - - - - - :FWAREHOUSE RACK LAYOt -F —— : • r J r.- - J KEEP ,c C-1 ØKEEP CLEAR STICKER ScAlA. HIS ROOM WORLD STOP PALLET STOP ScALE.(rS SHELF 29-44. ..... 300R000M00 i 7820) 35.00 1.0.00 INTERIOR 550TIOII AA r." / 11l3.2 Q.DOFSPEU A A IDOF HO INC 5500 I14T5WOR 62:50 0400005 j1514.5 0.000 EXONSHOLL P.O mAn zoo —4 0001.3. THICIKS4ESS 3100 0.000 EXTERIOR SPELL -I BRT5W04 5004 5(05016 '1 .55 30,50 22.4 L. GISPEETWEEPJ 00005 5005(0 CABINET EXTERIOR SHELL NOTE: OVAL DIMENIPOOS PS INCPI00 OVER PAUJIt600PP5 CO NOT USE FOR ENWNEEIIINC PURPOSES. $1164601 TOCW.STOE WITFPOUT NOISTE, 35.It 185 4 5101541 505(r0II51 Top (tpO Csp01olo 3276314I11JA NON HIGH-PILED STORAGE FREEZER STORAGE (ROOM 1410) JFREEZER CABINET ONLY CABINET SHOWN FOR CLARITY IN TOP 515W. TOlLWSTR4TETJ510I1 SIMMONS thermoscientific I I I I I ATTACHMENT #2 I OCCUPANCY CLASSIFICATION I I I I I F I I I I rj I I I FIRST LEVEL MEZZANINE LEVEL TOTAL EXISTING OCCUPANCY USE PER C.B.0 TABLE 1004.5: B-OFFICE(N.I.C) 7,214 S.F. 11,544 S.F. 18,758 S.F. A-3 ASSEMBLY (N.I.C) - 1,400 S.F. 1,400 S.F. PROPOSED OCCUPANCY USE PER C.B.C. TABLE 1004.5: B-OFFICE/ R&D 10,844 S.F. 285 S.F. 11,129 S.F. B-OFFICE/ R&D SHELL SPACE 3,309 S.F. - 3,309 S.F. A-3 ASSEMBLY - - - S-i WAREHOUSE 10,062 S.F. - 10,062 S.F. F-i MANUFACTURING 23,253 S.F. - 23,253 S.F. F-i MANUFACTURING SHELL SPACE 11,521 S.F. - 11,521 S.F. ANC1LLIARY SPACE 341 S.F. 1,286 S.F. 1,627 S.F BUILDING TOTAL AREA 66,544 S.F. 14,515 S.F. 81,059 S.F. NO NEW BUILDING AREA PROPOSED vitri_t~ CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE I I I I I I I I I I I I User note: About this chapter: Chapter 3 provides the criteria by which buildings and structures are classified into use groups and occupancies. Through the balance of the code, occupancy classification Is fundamental in the setting of features of construction; occupant safety require- ments, especially building limitations; means of egress; tire protection systems; and interior finishes. I I I SECTION 301 SCOPE 301.1 General. The provisions of this chapter shall control the classification of all buildings and structures as to occu- pancy and use. Different classifications of occupancy and use represent varying levels of hazard and risk to building occu- pants and adjacent properties. SECTION 302 OCCUPANCY CLASSIFICATION P AND USE DESIGNATION 302.1 Occupancy classification. Occupancy classification is fjie tornial designation of the prnuai purpose of the building nucture or portion thereof Strncturcs shall be classified into ,nc 01 moie of the occupancy oroups hclLd in this section based on the nature of the harnds and risks to building occu pants gcrieralls associated with the intended purpose of the building or structure An area i oom or ,pace that is intended to t,c occupied it different times for different purposes shall corn ply with all applicable requirements associated with such potcrn il Multipurpose. Structure's containing multiple occu- pancy groupc shill Lornpl\ with Section aOb Where a structure is prposcd for a purpose specificallyit is not specifically in this section, such structure shall be classified in the occupancy it most neail\ resembles based on the fire safety and relative har and. Occupied roofs shall be classified in the group that the uccupancY most nearly resembles according to the fire safety and relatiSe hvard and shall comply with Section 1 4 I Acsembls (5cc Section O) (noups A-1, A 2 A , A-4 and A-s. 2 B4ness (Sec Section O4 Group I ... JSFMJ Organized Camps (see Section 450): Group C. Educational (see Section 305): Group E. Fto andnJustrial (e Section '34): Grr ups F I andH-2.. .000-0 6. High Hazard (see Section 307): Groups H-I, H-2, H-3, H-4 and H-S. >11 7. Institutional (see Section 308): Groups 1-2, 1-2.1, 1-3 and 1-4. ISFMJ Laboratory (see Section 202): Group B, unless classified as Group L (see Section 453) or Group H (see Section 307). JSFMJ Laboratory Suites (see Section 453). Group L Mercantile (see Section 309): Group M. Residential (see Section 310): Groups R- l, R-2, R-2,1, R-3, R-3.1 and R-4. 72 Storage (sec Section 31]): Ggups S-I and 5-2. Utility and Miscellaneous (see Section 312): Group U. ISFMJ Existing buildings housing existing protective social care homes or facilities established prior to 1972 (see California Fire Code Chapter 11 and Cali- fornia Existing Building Code). 302.1.1 Reserved 302.1.2 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter 12. 302.2 Use designation. Occupancy groups contain subordi- nate uses having similar hazards and risks to building occu- pants. Uses include, but are not limited to, those functional designations listed within the occupancy group descriptions in Section 302.1. Certain uses require specific limitations and controls in accordance with the provisions of Chapter 4 and elsewhere in this code. EibNO3t ° ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly (droop A occupancy includes, among others, the use of a building or Structure, or a portion thereof, for the gathering of persous (or pm poscs such Lis civic. social or religious functions, recreation food or drink consumption or aaiting transportation ,JIOIIO,I juL/bc and leio siseunpr oduction studio sound slagcs appi cred pio due/inn fcicilitier and production /occuio,15: or ,/dr the shOw- ing a! mo/ron picuu c when ii an adoussron fee is chalged and se/iL n such buddingOr sn UcIvre is opcn to thc pub/z and has (7 cap se in 0 70 or ionic prcoio 303 11 Small buildings and tenant spaces building or tenant space used for assembly purposes with an occupant load of less than sO persons shall he classdicd as a Group B ocupancv. 303.1.2 Small assembly SpaCeS. The fotlossing rooms and spaces shall not be classified as Assembly occupancies: I A room or space used toi asscmblb purposes ses with an occupant load of less than 50 persons and accessory 2019 CALIFORNIA BUILDING CODE . 97 , .P lib, ICC ALL RIQITS REERVE1). A0000d by Ellie Ki000bruco {au0er.(onoi. I Clodo, Nm,b,0 IflROR4flO On DecIn. RRO.unOA 0.1 PiT) ponnuni In Unonn AgronnnnI wob 11 I11J ICC. No iLniw, ,np,o,ioccIon. no fonii,c, ropno)uwl000ho ony bid r"e. '° d Abmion aolhwlonl. Slonlo o ro,Iy, copying and noiwoilniog riohibilod, ANY UNAL CIRIZEI) ALPEClI)UCIION OR DISTRIBUTION I'....)LATIOnnOF7IIL IIui)RRALC)I'vlilChT IC] ANDTIIEu ].ICENhi ACIRIIIILIENT. AND SUBJECT IOCIV]LANDCRIMINAL PRNA!,TILII TIIERCUNI)CR. OCCUPANCY CLASSIFICATION AND USE I I to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-I. Group A-I occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 3Qi4 AseIfly Group \3. Group k-3 occupancy includes asenihly uses intended for worship, recreation or amusement and other ZISSelllhk uses not classified elsewhere in Group A including, but not limited to: Amusement arcades ft Art galleries Bosylino alleys Comruunitx halls Courtrooms Dance halls (not including thud or drink consumption) Exhibition halls Funeral parlors Greenhouses for the conservation and exhibition of plants that provide public access. Gymnasiums (without spectator seating) Indoor swimming pools (without spretator stating) Indoor tennis coorts (55 i thout spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors R Waiting are •s in transportation terminals 303.5 Assembly Group A-4. Group A-4 occupancy includes assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 3036 Assembly Group A-5. Group A-5 occupancy includes assembly uses intended for participation in or viewing out- door activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.7 Fixed guideway transit systems. /SFMJ Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy classification in addition to the provisions set forth in Section 443. 303.8 Subterranean spaces for winery facilities in natural or manmade caves. ISFMJ For fire and life safety require- ments, see Section 446. SECTION 304 BUSINESS GROUP B 304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following: Airport traffic control towers Ambulatory care facilities serving six or fewer patients (see Section 308.3.3,1-2. Ifor facilities serving more than five patients) Animal hospitals, kennels and pounds Banks Barber and beauty shops Car wash Civic administration Clinic, outpatient JSFMJ (not classified as Group 1-2.1) Dry cleaning and laundries: pick-up and delivery stations and self-service Educational occupancies for students above the 12th grade Electronic data processing Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities not more than 2,500 square feet (232 m2) in area. Laboratories: testing and research and ISFM/ instruction Motor vehicle showrooms Post offices Print shops Professional services (architects, attorneys, dentists, physicians, engineers, etc.) Radio and television stations Telephone exchanges 98 2019 CALIFORNIA BUILDING CODE Cnyyrinln oIn CC. ALl. RIOIIS RL$EIWEP. ,icnnn.wi by EM,Kb bn,knw ink Iau,b,,nkow.cow) I O,dn, Nmnhn, .lRRnN;iRoo Om I(,. 2Oo n'w, Iii (YST) ownnl In Jnnn,n Agr ninni with & I h I I I ICC. No bother rnproeineIirn. no btrlhn: rnprndeetioni by any thild ploy or dinriburion lulier,rinneL .Siryln no .'Ay. orr)iny and networking prnlrlhlirri ANY IJNALJTIIORCKII[) REPRODUCTION OR DSIRI)IIJTION 15 A VIOLATION OF 11117 FEDERAL COI'YRI(iiITACC ANI)TEIE UCENSEACREEMENT. AND SUBJECT loCIVIL AND CRIMCNAI. PENAlTIES TtIERF.iINDER. OCCUPANCY CLASSIFICATION AND USE to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-I. Group A-I occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to; Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences,). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Greenhouses for the conservation and exhibition of plants that provide public access. Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Group A-4 occupancy includes assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 303.6 Assembly Group A-S. Group A-S occupancy includes assembly uses intended for participation in or viewing out- door activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.7 Fixed guideway transit systems. ISFMJ Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy classification in addition to the provisions set .forth in Section 443, 303.8 Subterranean spaces for winery facilities in natural or manmade caves. ISFM/ For fire and life safely require- ments, see Section 446. SECTION 304 BUSINESS GROUP B 304.1 Business Group B Business Group B occupancy includes, among others, the use of a building or structure, or a portion theicof, for utflce professional or cci sice t\ pe transactions including stoia,c of records and accounts. Business occupancies shall include, but not he limited to, the following Airport traffic c.ontrdl towers Ambulatory care facilities sci'i'ing oe Cwei JiaO'nts KyceScciion 30 8,3, a 1-2. 1/0i fa ilitit r 51I (ng flU £ tirni;Jhc 7) Animal hospitals, kiinels and pounds Banks Barber and beauty shops Car ssash Civic administration Clinic, outpatient /S[ f/ rn1 lam sij'd as (iroop J-2 1) Dry cleaning and laundries: tick-up and deliver)' stations and self-service Educational occupancies for students above the 12th giade Eledironic data processing Food processing establishments and commercial kitchens not associated with restaurants cafeterias and similar dining facilities not more than 2 00 square feet (2 32 rn1) in area. Liboi athrlLs testing and research oh cod /5 F %IJ in itt IlL 1100 Moto vehicle showrooms Post offices Punt shops Professional services (architects, attorneys, dentists, physicians, engineers, etc.) Radio and tLlcslsion stations Telephone exchanges 98 2019 CALIFORNIA BUILDING CODE (S,pynihr rio I(C All RIGHTS RE, IIVW. Aorn,ord by Lid b,rkn (dk b.'hnrrooni, I t')rdrrr Nrnrib 1 lOil on oo IL. IilLOLo9 PM (PSI) mmiii to Lfmo'nro nroni with kE I ICC Ni. minion 15rr dm'ititm. no fitnihor mopnodocrlonn by w.v hind pony, or dlwilirortini, mohonitnod. Stvyio m.v. ooiy. Lopyiny rod t rhinO pmoi1initii ANY UNAIPTtIO]117.Lh) KLPI100UCTION OR l)lS1'RIIIUT(ON IS it ViOLATION OP 115" yiDLtkM.COPYRI((I•fl AC) ANOTI1E I.ICLNS!; AP LMP.NT.ddi)Muil(LCL'iOCIV(LfrN() CRIhITLAi, PLNAi.TiES(EIIIINPER. OCCUPANCY CLASSIFICATION AND USE I LI u ri 11:1 Training and skill development not in a school or academic proglani )this shall include. but not he limited to, tutoring centers, martial arts studios, cymnustics and similar uses regardless of the ages served, and where not classified as a Group A occupancy). SECTION 305 EDUCATIONAL GROUP E 305.1 Educational Group E. Educational Group E occu- pancy includes, among others, the use of a building or struc- ture, or a portion thereof, by more than six persons at any one time for educational purposes through the 12th grade. Exception: /SFM/ A residence used as a home school for the children who normally reside at the residence. Such residences shall remain classified as Group R-2, or Group R-3 occupancies. 305.1.1 Accessory to places of religious worship. Reli- gious educational rooms and religious auditoriums, which are accessory to places of religious worship in accordance with Section 303.1.4 and have occupant loads of less than 100 per room or space, shall be classified as Group A-3 occupancies. 305.2 Group E, day care facilities. This group includes buildings and structures or portions thereof occupied by more than six children 2 years of age and older who receive educa- tional, supervision or personal care services for fewer than 24 hours per day. Exception: ISFMJA Day-care facility not otherwise classi- fied as an R-3 occupancy, where occupants are not capable of responding to an emergency situation without physical assistance froni the staffshall be class fed as Group 1-4. 305.2.1 Within places of religious worship. Rooms and spaces within places of religious worship providing such day care during religious functions shall be classified as part of the primary occupancy where not licensed for day- care purposes by the Department of Social Services. 305.2.2 Five or fewer children. A facility having live or fewer children receiving such day care shall be classified as part of the primary occupancy. 305.2.3 Five or fewer children in a dwelling unit. A facility such as the above within a dwelling unit and hav- ing five or fewer children receiving such day care shall be classified as a Group R-3 occupancy or shall comply with the California Residential Code, SECTION 30 FACTORY GROUP F 306.1 Factory Industrial Group F. Factory Industrial Gioup P occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations that ate not classified as a Group H hazardous or Group 5 storage occupancy. 306.2 Moderate-hazard factory industrial, Group F1. Factory industrial uses that are not classified as Factory Industrial F-2 Low Hazard shall he classified as F-I Mcder- ate Hazard and shall include, but not he limited to the folov,- a me: Aircraft manufacturing, not to include repair) Appliances Athletic equipment A utonuobiles and other motor yelui ole's Bakeries Beverages: over 16-percent alcohol content Bicycles Boats Brooms or brushes Business machines Cameras and photo equipment Canvas or similar fabric Carpets and rugs (includes cleaning) Clothing Construction and agricultural machinery Disinfectants Dry cleaning and dyeing Electric generation plants f Electronics Engines including rebuilding) Food processing establishments and comnuetcial kitchens not associated with restaurants, cafeterias and similar dining facilities more than 2,500 square feel 1 232 m) in area, Furniture Hemp products Jute products Laundries Leather products Machinery Metals Millwork (sash and door) fSFMJ Motion p/come and television !1oc10d101! studio Son,ul5tugesAppi'ovocl Production Eac/liti cs cnal prodw ucrn locations acithout five audiences) Motion pictures and television filming (withoa spectators) Musical instruments Optical goods Paper mills or products Photographic film Plastic products Printing or publishing Recreational vehicles Refuse incineration Shoes Soaps and detergents Textiles Tobacco Trailers tiphol steri ng Wood, distillation Woodworking (cabinet) 306.3 Low-hazard factory industrial, Group F-2. Factory industrial uses that involve the fabrication or manufacturing of noncombustible materials that during finishing, packing or processing do not involve a significant fire hazard shall be El 2019 CALIFORNIA BUILDING CODE 99 I "MUM I I I CC rth CopyrIght 0 2019 CC ALL RIGhT) RESORVED. o 1ITIO'oko2r (okoi'kl000h ,Ioro'r.00rnl.( I (RdorNurnbor 000040lclon I)o2 It,. OJLOO I'M (NT) yt-rtrnnt to L)rnoo goroonrnrH r.nlh No foor Topt 02110n. no lorthor ropothwthot by any thIrd rorlyor di.tnibogoo oolhrnnfrod. Shryk ow only. onynlog and nohwnrkiog grolAbltrni ANT LJNAIJ1HC 7.11)) REPItOl) .;CTION Oh) I)ISTR)1t1,fl'l(N I) A VIOLATIONOFT)IE I'Eh)ERALCOPYRIGIT Ac: ,ncrInr)E liCENSE AGRIEMLEOt. ANpsu)ticCr fOCI VILANOCIIIMINAL PENALTIJISThRIEEIlrIPEIO. OCCUPANCY CLASSIFICATION AND USE Congregate residences (transient) with 10 or fewer occupants /HCD 1/ Efficiency di•i'elling units Boarding houses (transient) Adult care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include Adult Day Programs. Alcoholism or drug abuse recovemy homes "ambulatoiy only) Child care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include, but are not limited to: Day-Care Center or Mildly Ill Children, Infant Care ('eniem; School Age Child Day-care center. Family Day-Care Homes that provide accommodations for 14 or fewer children, in the providers own home for less than 24-hours. Adult care and child care facilities that are within a single .family home are permitted to comply with the California Residential Code. Lodging houses (transient) with five or fewer guest rooms and 10 or fewer occupants 310.4.1 Residential Group R-3.1. This occupancy group may include facilities licensed by a governmental agency for a residentially based 24-hour care facility providing accommodations for six or fewer clients of any age. Clients may be classified as ambulatomy, nonambulatomy or bedrid- den. A Group R-3.1 occupancy shall meet the requirements .for construction as defined for Group R-3, except as other- wise provided for in Section 435 Special Provisions For Licensed 24-11our Care Facilities in a Group R-2. 1, R-3.! or R-4 Occupancy. This group ñ;cmy in-chide: Adult residential facilities Congregate living health facilities Intermediate care facilities for the developmentally disabled habilitative Intermediate care facilities for the developmentally disabled nursing jVurseries for the full-lime care ofchildren under the age of six, but not including "infants" as dqfined in Chapter 2 Residential care facilities for the elderly Smallfamily homes and residential care ,facilities for the chronically ill Exception: Group Homes licensed by the Department of Social Services which provide nonmedical board, room and care/or six or fewer anibulatomy children or children two years of age or younger, and which do not have any nonambulatory clients shall not be subject to regulations found in Section 435. Pursuant to Health and Safety Code Section 13143 with respect to these exemptedfacilities, no city, county or pub- lic district shall adopt or enforce any requirement for the prevention offire or for the protection of life and property against fire and panic unless the requirement would be applicable to a structure regardless of the special occu- pancy. Nothing shall restrict the application qf state or local housing standards to such facilities if the standards are applicable to residential occupancies and are not based on the use of the structure as afacility,for ambula- tory children. For the purpose of this exception, ambula- tory children do not include relatives of the licensee or the licensee's spouse. 310.4.2 Lodging houses. Owner-occupied lodging houses with five or fewer guest rooms and 10 or fewer total occu- pants shall be permitted to be constructed in accordance with the California Residential Code. 310.5 Residential Group R-4. Residential Group R-4 occu- pancy shall include buildings, structures or portions thereof for more than six ambulatory clients, but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. This group shall include, but not be limited to, the fol- lowing: Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. This occupancy classification may include a maximum six nonambulatory or bedridden clients (see Section 435, Special Provisions for Licensed 24-Hour Care Facilities in a Group R-2, I, R-3. I or R-4). Group R-4 occupancies shall meet the requirements in Section 420. 310.6 Large family day-care homes. See Section 455. - - SECTION 311 STORAGE GROUPS 311.1 Storage Group S. Storage Group S occupancy includes, among others, the use ofa building or structure. Or a portion thereof for storage that is not classified as a hazard- ous Occupance. 311.1.1 Accessory storage spaces. A feota or space used for storage purposes that is accessor) to another occu- pancy shall he classified as part of that occupancy, 311.2 Moderate-hazard storage, Group S-I. Storage Group S-i occupancies are -buildings occupied f6r storage uses that are not classified as Group 5-2, including, but ilot limited to, storage of the tolluv-ing Aerosol products, Levels 2 and 3 Aircraft hangar (storage and repair) Bags cloth, burlap and paper Bamboos and raan Baskets Belting: canvas and leather Books and paper in rolls or packs Boots and shoes. Buttons, including cloth covered, pearl or Lotte Cardboard and cardboard boxes Clothing, ssoolcn wearing apparel -. Cordage hoastorttge(indoor) - I I I I I I I I > I J I 1 I I > I I' I I I I 106 2019 CALIFORNIA BUILDING CODE oyyrihi MA ICC .11.!. MCII! IMLRViLi) by t-)M KbUsbruckiorr rckwki3usb-kne-oi). Or),, N,nIM, Plc. Alyrbol' Ml i :1111 AMA I'M IpTfl I'Arnr I, lilA!, AjzrrAA!r! w!il, 1CC ,lCMdMb0A. Al Ir!IMrr dM1!,,, by bird pry, n,dil'.AhMInA SI,, ,',',,,'I,ir. urriioizii!) REpIlolucrIoN OR MAT lIIi,rrIOM IS A VIOlATION OC r i'll AlAT) AIG!rr ACT AN!) TI-IL LICI!N5E AGREEMENT. AND SUBJECT TI-) CIVIL AND CRIMINAL PENALTIEST!IERIUNDEL OCCUPANCY CLASSIFICATION AND USE II RVI 11 ff,51 II Furniture Furs Glues, ni ilage, pastes and size Grains Horns and combs, other than celluloid Leather Linoleum % Lumber Gotor vehicle repair garages complying with ftc maximum allowable quantities of hazardous materials listed in Table 07J(l ) (see Section 406.8) Photo engravinas Resilient fioi ing SelGsersdcc storage facility (mini-storage) Silks Soaps Sugar Tires, hulk storage of Tobacco, cigars, cigarettes and snuff Upholster, and mattresses Wax candles 311.3 Low-hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16-perent alcohol in metal, glass or ceramic containers Cement in bags . . Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers - Fresh fruits and vegetables in nonplastic trays or ontainers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory char- acter and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and maintained to conform to the requirements of this code commensurate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.4) Barns Carports Communication equipment structures with a gross floor area of less than 1,500 square feet (139 m2) Fences more than 6 feet (1829 mm) in height Grain silos, accessory to a residential occupancy Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 312.1.1 Greenhouses. Greenhouses not classified as another occupancy shall be classified as Use Group U. SECTION 313 LABORATORIES GROUP L [SFMJ 313.1 Group L Laboratories. JSFMJ Group L occupancy includes the use of a building or structure, or a portion thereof containing one or more Iaboratoiy suites as d4mned in Section 453. SECTION 314 ORGANIZED CAMPS GROUP C (SFMJ 314.1 Organized Camps Group C. JS FM] An organized camp is a site with programs and facilities established for the pri- mamy purpose ofproviding an outdoor group living experience with social, spiritual, educational or recreational objectives, for five days or more during one or more seasons qf the year. 2019 CALIFORNIA BUILDING CODE 107 copyAhi o2yto ]C( ALL (lfl RbE'WEfl, Anod by EUioK, ,nnl,oe'kln,,br,oknoornl.l )Cl,dn, Nuo,bo, ynnolyn, Dec o.2vynan,, I'M IPbI roroc,nI U' Icey.ybyec,y,,,,,1,h $ a J . ICC. N, frtho ecpUiU,IOo. r,,, bnib,n ,e'y,A,eIons by any hAd yny-. o, dMribuik'n ,,chori,ecL n.r only. eoyying and dwoAiny r.ohlht,ot ANY uNAIrrIIoRIzeD RD'ROI)IICrION OR DIII'IflION IRA VIOLATION Of-TII. rIiI)RRALCI:'PYIACIO ,R(:,r ANIITRIII I,lCENRE ADIIRIIMIINT.AND SIIUII:crTOCIVIL ANI)CRIMINAI. PENALTIOrkIyIuiIINI)RR I' HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited, Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area•••.. ............. 32062.1 Extent of protection. The fire safety features required in Table ':,206,2 shall extend to the lesser of 15 feet 0572 mm) beyond the high-piled storage area or a full height wail. Where portions of high-piled storage areas have different tue protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 2062 within this area shall be based on the most restrictive design requirements. I I I I I I I I I I I I I I I I I 2019 CALIFORNIA FIRE CODE 449 (pvrLi A CC, ALL RGY'FS RYRYRVED. A AAyA by EllA KIi btIAkfl .bA:kbu,,kiy.cornl I O,d Nmh .ti>o Ll M. 4q49 •'t llfl yr Arl I EArn., Ayr rr4n drY l(i1IJ [ cC N lyrrlryr ,, 'IRE, no frrrrhor rqrodrnlrrnr by any thud Vany. ordi wilbrion aotlr4o.L RA1lo or noly. .o ,ry rndn1worhirnr .rrlrihiwd, ANY IJNALO'IIORIZED lllEiROl)lKrTlON OR DlS'rRlllY ION 0 A VIOI.A'OON oy TIRE IEOERAL C'OpYBlGUT ACT ANt) TIRE UCENRE AGREEMENT. ANt) SUBJECT TO CIVIl ATRI) CRIMINAL PENALTIES THEREIINOIIR, ATTACHMENT #3 DEFINITION OF HIGH-PILED STORAGE I. DEFINITIONS IBSJ GYPSUM BOARD. Gypsum wallboard, gypsum sheathing, gypsum base for gypsum veneer plaster, exterior gypsum soffit board, predecorated gypsum board or water- resistant gypsum backing board complying with the standards listed in Tables 2506.2 and 2507.2 and Chapter 35 of the Cal- ifornia Building Code. (BGJ HABITABLE SPACE. A space in a building for liv- ing, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. HALOGENATED EXTINGUISHING SYSTEM. A fire- extinguishing system using one or more atoms of an element from the halogen chemical series: fluorine, chlorine, bromine and iodine. HANDLING. The deliberate transport by any means to a point of storage or use. IBEl HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. HAZARDOUS MATERIALS. Those chemicals or sub- stances which are physical hazards or health hazards as defined and classified in this chapter, whether the materials are in usable or waste condition. HAZARDOUS PRODUCTION MATERIAL (HPM). A solid, liquid or gas associated with semiconductor manufac- turing that has a degree-of-hazard rating in health, flammabil- ity or instability of Class 3 or 4 as ranked by NFPA 704 and which is used directly in research, laboratory or production processes which have, as their end product, materials that are not hazardous. HEALTH HAZARD. A classification of a chemical for which there is statistically significant evidence that acute or chronic health effects are capable of occurring in exposed persons. The term "health hazard" includes chemicals that are toxic, highly toxic and corrosive. HEAT DETECTOR. See "Detector, heat." IBG1 HEIGHT, BUILDING. The vert1ca1 distance from grade plane to the average height of the highest roof surface. HELIPORT. An area of land or water or a structural surface that is used, or intended for use, for the landing and taking off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP. The same as "Heliport," except that fueling, defueling, maintenance, repairs or storage of helicopters is not permitted. HI-BOY. A cart used to transport hot roofing materials on a roof. HIGHLY TOXIC. A material which produces a lethal dose or lethal concentration which falls within any of the follow- ing categories: 1. A chemical that has a median lethal dose (LD 0) of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LD50) of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. A chemical that has a median lethal concentration (LC,,) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhala- tion for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. While this system is basically simple in application, any haz- ard evaluation that is required for the precise categorization of this type of material shall be performed by experienced, technically competent persons. HIGHLY VOLATILE LIQUID. A liquefied compressed gas with a boiling point of less than 68°F (20°C). lIIGH-FILEI) COMBUSTIBLE STORAGE. Storage of combustible materials in closely pached piles or combustible materials on pallets, in racks or on shelves where the lop of storage is greater than 12 feet 065$ mm) in height. Where required by the fire code offlein), high-piled combustible stor- age also includes certain high-hazard commoditie, such as rubber tires. Group A plastics, flammable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet (1829 mnu in height. HIGH-PILED STORAGE AREA. Au area within a build- ing which is designated, intended, proposed or actually used for high-piled combustible storage. including operating aisles. {BGJ HIGH-RISE BUILDING. In other than Group 1-2 occupancies, "high-rise buildings" as used in this code: Existing high-rise structure. A high-rise structure, the construction ofwhich is commenced or completed prior 10 July 1, 1974. High-rise structure. Eveiy building of any type of con- struction or occupancy having floors used for human occupancy located more than 75 feet above the lowest floor level having building access ('see Section 403), except buildings used as hospitals as dfIned in Health and Sqfety Code Section 1250. New high-rise building. A high-rise structure, the con- struction of which is commenced on or after July 1, 1974. For the purpose of this section, construction shall be deemed W have commenced when plans and specifications are more than 50 percent complete and have been pre- sented to the local jurisdiction prior to July 1, 1974. Unless all provisions of this section have been met. the I [1 I I I I I I I I I I I I I I I 2019 CALIFORNIA FIRE CODE 47 II Ill'Jk [ rloyyribI r 2y, NC. dli. IlIjIOS RESERVyl? by E1111, KI ,b,,,lolor tokdkl,,,.bnckncn.Io,nl, I O,dnr N,,.r ni E o 7in D 201 i& 5 0.,0 I'M lIST) PLUM=0 LEonro Von A ,,,,,) wAS nC. No Siniw, ,,rndnn,I,,n.00 i,niLn w'wAoiIno by niy bird wrly or dAwlho,lin, hr,Swd. ntoonor only. ,oyoioo .0,1 ociwo,kin pnoiibiin'nt ANY UNAtITliORIZEl) REPRODOCMMOR I I PISTRERTEU)N IS VIOLATION OFIHE I EIALcOPS'RIclin AC ]'AN lICENSE AGIlEEMENi AND 51;lnlllCy'N) C IV] LAND LIP ENAI:nrSTHIlItEtiNDER. ATTACHMENT #4 COMMODITY CLASSIFICATION I HIGH-PILED COMBUSTIBLE STORAGE I COMMODITY CLASSIFICATION I :5i1iii515 or - SECTION 3203 COMMODITY CLASSIFICATION w in mitted at the time of permit application for review and approval. A copy of the approved fire safety and evacuation plan shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST-RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA-HIGH-RACK COMBUSTIBLE STORAGE. HIGH-PILED COMBUSTIBLE STORAGE. HIGH-PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. iiroup A plastic packomng: Group B plastics: and fee-t1ow- in Group \ plastics with or S ithout 'suc d pallets, 1hL total amount of 'n fios ing (Jioup A plastics shall bc limited accordance with Section 3203.9. 3203.6 High-hazard commodities. High-hazard coinmodi- tics are products presenting special fire hazards beyond those laSs 1 B Ill or P. 10 oup plastics not athirw sr classi It cUC included in this sacs 3203 Classification of plastics Plastics shall hL designatcd as Group A, B or C in accordance scith Sections 3203.7.1 through 32037.3. 3203.7.1 Group A plastics. Group A plastics are plastic: materials liaving a heat of combustion thatis much higherl than that of ordinsrs combustibles, and a burning rate higher than that of Group B plastics. 3203.7.2 Group B plastics. Group B plastics ae plastic materials having a heat of couthustion and a burning rate higher than that of ordinary combustibles, but not ar high as those of Group A plastics. ,g,1203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those ofordinar combusthlcs. 03.8 LanIpICS of commodity classification. fable 203.8 shall be used to determine the commodity classifica- on for various products and materials. Products not found I the list shall be classified based on the classification scriptions in Sections 3203.2 through 3203.6 and the oducts they most nearly represent in Table 3203.8. Table 03.8 considers the product and the packaging if listed ith the item. Products with additional packaging consist- g of Group A plastics shall be classified in accordance ith Section 3203.9. 06 13203J Classification of commodities. Commodities shall be The commodity classifications are based on products with, is Class 1 11 III f\ or high haiani in accordance or without, wood pallets Where plastic pallets are used, the with Scetirns 3203.2 throuelt a2tY 10 \1 ttcn us listed commodity classification shall be modified in accordance ssd 3203,10. thin each comniodits classification are assumed to he !h.ectIon r?nrnoditued for improved conrhustibilitv cbaracterlstics. 1.. so 3203 9 Limited quonlines of Group A plactk S in mixed, fflanic ietardnig modifiers or the phs snout form of the iii lie commodities I iuics i20 1 9f I and a203 9121 shal be used ial could chan2e the slassitication to determine the comniodita classification based on the quan 3203 2 Class 'l commodities Class I commodities are tity of Group \ plastics in the following situations: combustible products in ordinaiAl ciii ugatcd cartons 'v ith or I The piduct is not listed in Table 3203.S a nd so itains without single thickiiew dividers, or in ordinary paper 'amp- Group A Plastics plugs 'a ith or without wood pallets. The amount of Group \ The canmntodits contains Groupplastics and is not plastics shall c limited in accordance wi th Section 3'203,9,2 classified as high hazard in fable 3203 8. 3203 3 Class II commodities Class 11 eoni mod ]ties are ( lass I products in slatted wooden ci ates solid soods I The pi oduct listing in Table 3203,8 does not s ecifi briars multiple-Thickness paperboard cartons or squisalent calls includc packaging and the pacf img material ,ornhustibtc pac kain material ss ith or 'a ithout wood ]),it lets includes (ioup A plastics ,The amount of Group m5 plastics shall he lunuitrd in uscoi 3203 0 I Classifying mixed commodities ssitli limited dance with Section 3203 .9, Group 4 plastics. The percentage of 'Group A plastics 60203.4 Class JI( commodities. Class III commodities are determined in accordance with -Section 3203 92 shall products ofssood paper, natural fiber cloth or Group Cpl uscd in Figures 33203.9(l and _33203.9(2) Resu lts from tics or products thereof. 'a oh oi 'a ithout ssoud pallets, The F gui C 32033,9(1) must he compared to results from Figure 1 amount of Group A plastics shall be limited in accordance 3203.9121 and the commodity will be classified wih the v. oh Section 3_2 0`,,9, linhest coillmodit-Y classification, 3203 Class 1\ commodities Class l\ commodities are Fiures 3"03,9(1 ) and 3_203.9(2) shall riot be used to pc,lass I II or UI products containing Group .A plastics on ordt reducu the sonimodits classification shown in Table nars corrugated cartons Class I II and III products v,-ith 2202 8 438 2019 CALIFORNIA FIRE CODE - Coyyigii . 2M, CC All 1116,6B RESERVED. Aocooioi MINOR"., UP by hub Kl3bot'rooiuI., icb.ik5i b,ii,k,o,.,,m).' 3 iMd,r Norbor O7O or Doi ii. 2iio oyi I'M (I'STI poriuoI 30 J.hocroo AMor void, I] i1j] j ICC No iooin.r r,.odoolboo, 00 io,Ivoo r.p,od.,v000 b. ,°r bird r.ry, or diorbbiolon notno.ivod lions or.', ooi.00;oo'.v rod o.ovodohon rorhihiol ANY UNAUTh3C3R071) Rhi'RChiUCFNhih OR 0I1T1hlRLJTI0N 11 A VIOlATION OyTIIAniOERALCOPYRIGHT ACT AiNl)TIIf IJCIiN3F. AC.i3EhiMENT. ANDlusiEcrTo CJVIL AND CRIMINAL 3'ENALTLA THERiiUNi)EiL HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8 IFIRE CODEJ 3 EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Level] Class II] (See Chapter 51) Aerosols Level 2 Class IV (See Chapter 51) Level . - High-hazard (See Chapter 51) Dry cells (excludes lithium, lithium-ion and other similar exotic metals or combustible electrolyte); without blister packing (if blister packed, refer to Class I the commodity classification definitions) Dry cells (nonhithium or similar exotic metals); in blister packing; cartoned Class II Batteries Vehicle; any size (for example, automobile or truck); empty plastic ca sing High-hazard (Group A unexpanded) Vehicle; large (in other words, truck or larger); dry or vet cells (excludes High-hazard lithium-ion and other cells containing combustible electrolytes) (Group A unexpanded) Vehicle; small (for example, automobile); wet cells (excludes lithium-ion and other cells containing combustible electrolytes) Class I Circular baled corn stover Class IV Biomass Rectangular baled corn stover Class III Rectangular baled switchgrass High-hazard N'onconibutihlc CThssT PET Class IV Empty fltThflCl5 - -- Rigid plasuc inot ii:cliidui' Phi = flh-hazard (!OR!Up A unexpanded \Yuod solid idcd (.stich II Polypropylene, polyester, polyethylene; rolled on any reel type High-hazard (Group A unexpanded) 35 mm metal film cartridges in polyethylene cans; cartoned Class Ill Film rolls, including photographic Motion picture or bulk rolls in polycarbonate, polyethylene or in metal cans; polyethylene bagged; cartoned Class 11 Rolls in polycarbonate plastic cassettes; cartoned Class IV Photographic paper; sheets; bagged in polyethylene; cartoned Class Ill (ikl in c nbctibIe anOl on is (5011-cent 01 grea1rt 1igh Iiard Lacquers, which dry by solvent evaporation, in metal cans or cartons High-hazard Liglttcl s b mmmc Eli stci pmJ ad cc ii mied High-hazard inroup A unespandad Ovar 20- and up to 0-pereenm alcohol Huch as alcoholic beverages, hair spray: up to I 'gallon glass bottles or jars: in racks; uauncd Flarnin ibic and combustibly liquids Over 20- and up to 0-1,,crcent alcohol (such as alcoholic bvveraes. hair pr up to I gallon glasS bottles 01 ins pallcti Cd c mrtuncd Class I\ Over 20- and up to 0-percent alcohol (such as alcoholic beserages. hair spray): up to 1-gallon plastic bottles or jars: cartoned [V Up to 20-porcenl alcohol such as alcoholic hcveraes, flas orina extracts): - greater than 5-gallon plastic conlaine as is tlim sal1 thickness greater than 0.25 inch Ihgli-liazctrd l(ironp A unexpanded; UP to 20 peruit alcuhol (SW :11 is ilenliolic besci ices flasor;ncraLts) mc; 1 glas or cvren;iL connocrs (lass I (continued) 2019 CALIFORNIA FIRE CODE 439 p CnyrIil 0 000 iCC ALL YJOIFO RIAENYEI). A000d by ii!!,, Rio, Arookiror iokk1i hr0ko0,.00mi. I I (N,!,, Number iA0o0r0 on Dn 0. 0000 onino PM (('SI) pnroomroo o L 0000 Ayr00000! 0.1!!, I i - I I I k a:c No horn,, rq,noiociioro, ro foriho, ,ornoduo!ons by onyihlrd porlo. or d!olnlbnl!on ouiho5d, h!nio Jrrrooiy, oipylny nod nAworking prohib!nnot ANY UNAUTHORIZI!I) RErR000CrION OR olyr000!ION ISA Vlfli.ATiON OPTIIIi FIiIIERALCOI'YRIGIIT AC! ANL)TI1C 1.ICI!NSE MLOE(MENT, ANI)SL!HiliCI TOCIVI!.ANISCR!MJNAI. rENA,:r!na TIIRRI!IINL)RR I HIGH-PILED COMBUSTIBLE STORAGE I TABLE 3203.8—continued FIRE COt5 EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION jhnun ibis and combtlMibltt 1JUIdS i p to 20 perct a1o1io1 ih! 1hooJIL bos Lries flas orin exfracts) p1 sstis coiltalncr at r iii in 5 oallons and willi do 01iec tip to ll1Lh ( Ii I °li pu iit skohul tsuch a IlLollalic S \ rdnc Il iS Q1Jti \tr ILlS up 10 a-gallon plaoic hottlus or jars - , Up o 20-purcout alcohol tsuuh as alcoholic hovetaccs. fluvorino o\trdcisa v'oo I contain vs Class 11 lubdeating or hydraulic fluid in plast01 conlaincr 111gb-hazard °aii polish; lip to 2-ostnc glass hottlus or jars; cartonod Class l Nailpolish; up to _2-,NTncc ha ia hoitiss or sr cottoned hugh-hazard (Croup . unspandccl) II unruibhi fiJi L ccpt solid a nibu tiblu nut us High P12 uid Food products, frozen In nonwaxed or nonplastic packaging Class I In plastic trays Class III In waxed or plastic-coated paper packaging Class 11 Food products, nonfrozen Butter (stick or whipped spread) or margarine (up to 50-percent oil) Class III Butter; whipped spread Class 111 Dry foods (such as baked goods, candy, cereals, cheese, chocolate, cocoa, coffee, grains, granular sugar, nuts): bagged or cartoned Class Ill Foods (such as coffee, fish products, fruit, meat products, nuts, poultry); metal cans Class I Fruits and vegetables (noncombustible semiliquid); crushed; plastic contain- ers up to 5 gallons Class I Fruits and vegetables; fresh; wood spacers, nonpiastic trays or containers Class I Margarine; over 50- and up to 80-percent oil High-hazard (Group A unexpanded) Meat; fresh; no plastic packaging; uncartoned Class I Meat; fresh; no plastic packaging; carloned Class 11 Meat; fresh; plastic tray Class Ill Milk; any container; stored in solid plastic crates High-hazard (Group A unexpanded) Milk; paper containers, or plastic bottles or jars up to 5 gallons Class I Salt; bagged Class I Salt; cartoned Class II Snack foods (such as potato chips); plasticized aluminum bags; cartoned (GrOL p A 'nded) Syrup; wooden container Class II Furniture and bedding Box spring; standard (minimal plastic materials) Class III Box spring; wrapped in plastic cover Class IV Furniture and bedding; with foam cushioning High-hazard (Group A expanded) Furniture; metal (such as file cabinets or desks with minimal plastic trim); cartoned Class I Furniture; wood (such as doors, windows, cabinets); no plastic coverings or foam cushioning Class iii Furniture: wood; plastic coverings; nonexpanded plastic trim Class IV (continued) 440 2019 CALIFORNIA FIRE CODE nn ihI a o CC, All. H i tiana RESERVE 1). AOOd by 111k K ,braknar (aktokio hr knaroortl. I Oriar Nonhor iOonolrit on Pot toothy flInib I'M r>-r tort000i a licanar ryotmant rob iib Co> ICC No io,ck o r rayradalin. On I lit cyr Ittona by any third party. or d;oribortnr nolirnriatd. blntir oar ooiv. cor-otro 0,1 ntIs rkint ysohiblod ANY UNAII1000IZ11I) IlLPil0DiJCrlOIA 1)11 thSTf1lilUTit)N IS A VIOLATION OF 7>111 FEDERAL COI'rltIGIlT A(r AND Till LICENSE ACIREILMENT. AN1) 011011(,7 10 I 'IM AND CRININAI. I'ENAIXIEi TIIIRI1IINPI1I1. I 1 1 I 1 LI I I I I I I I 1 I I I HIGH-PILED COMBUSTIBLE STORAGE IFIRE CODE] TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION 7_7 Liquid or ii quidc PF oio no ski than s gallons h is in noni inul csoll lkckncss urcatar ilmit no h ClassR liquids or cci i1iqu1d5: PA I 000ls61asis up to 5 gallons lmsinq alloillinal wall tlnckncss loss tItan '/, inch Cl 05 Liuuidc or scmiiuiJc a1i a rnishcd hulls and c cet Lki p1 IStIL 0l1 tainers up to 5-ga1lon capacitY Liquids or scm iliq nids: plastic trsccpt PET colltailloms greatul than 5-gal Ion II igh-haiard Capacity has' tug a nominal cc all th ckncss greatur than / inch (3 cup A nitexpandod OOL 0 ml) oct bk liquids Liquid or Sm itlipuid plastic kwcpt Ph l} LOOtSin m .rcnlc r than aIlen cspcitshacinqanuni in I cc all thickncss up to inch Liquids; ouirdhoard drink hoxos, plastic coated, wax coated. atidior elumi- nuns I inodt utictutoited or (i n corrugatad carton trays cv ith plastic sliuct ing Liquids, cardboard drink boxes, plastic couicd. ssac croatad. and 'or at uiitt i- num lined: stored in plastic containers I ligh-buizard idrotup A unexpanded)' Liquids" lass bottles or jais; cartoned Class I L xjui da; less than i-gal Ion plastic con taincs Li(1uids; pharniaccuticals (nonflanimabli); giass hottle or jars; ciutlnncd Class Ii L iquids, pastis Ii uks or jars toro.d in npcn or solid plastic cr tIe'. f-hih ha.otrl ((Sloop \ ur o.pandc 1) Book signatures (paper part of book without hardcover) Class II Cartons (such as cardboard flats); corrugated; partially assembled Class IV Cartons (such as cardboard flats); corrugated; unassembled in neat piles Class Ill Cartons; wax coated, single-walled corrugated High-hazard (Group A unexpanded) Cellulosic paper products; nonwax coated (such as books, cardboard games, cartoned tissue products, magazines, newspapers, paper cups, paper plates, Class Ill paper towels, plastic-coated paper food containers, stationary) Cellulosic paper products; wax coated (such as paper plates, cups); loosely High-hazard packed; cartoned, (Group A unexpanded) Cellulosic paper products; wax coated (such as paper plates, cups); nested; Class ass Paper products Matches; paper-type; cartoned Class IV Matches: wooden: cartoned 1-ugh-hazard (Group A unexpanded) Rolled; lightweight; in storage racks Class IV Rolled; medium or heavyweight; in storage racks or onside Class III Rolled; in horizontal storage or vertical storage that is banded or protected with an approved wrap Class Ill Rolled; in vertical storage that is unbanded or not protected with an approved wrap High-hazard Tissue products; plastic wrapped; cartoned Class Ill Tissue products: plastic wrapped: uncartoned High-hazard (Group A unexpanded) (continued) 442 2019 CALIFORNIA FIRE CODE RA III] k1rfifo 1] 0j'y4hL 00 OL') ICC All. IIIGlITb illibliNVllO. 0oonoono1 by iii'. IiLonoWoonoo l'ib'kSuoi'oioinnr,onm). 5) &)rdno Nimlon IlY0*I71O oil Div 0, 10) 05109 Phi (pit') p0000010000000009510000000 withitliliI till In ICC No boSon rnptodtoilun. no )),ihno ,cpoodo10l000 by non hod parry. 00 dlloiboolon onboolnool. Sinyln 0000nly, copyboy and nolworS10 prohihicroS ANY UNA0PIS0IliZIi1) REPRODUCTION' OR nlyTollalrrlow IS VIOLATION opTlfli FEDERAL COPYRIGHT Acr ANI)THE l.ICEN5li ACKE000iNT. AND OJIOJWI'toClVlL AND CRIMINAL PENALTIES TIIYREON1)ER. HIGH-PILED COMBUSTIBLE STORAGE FIRE CODEJ TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCTCATEGORY I PRODUCT CLASSIFICATION AB '\ury]ontril butho-tvren oupOlvrnuri igh4ard Acutl (pyfomialdclivd glnhrd tiroup A uIpafld)dt \r1ic (p nictbG rncth u ht) 111gb-Ti (TUOA Ulic \pJfldcd ituinhi L bump—r and dd hhc urd I -ugh- hazard (Group A U\pm1dd 1ryl ruuhPu IT giu-harard Group A uuuuaxpuided ellulou tatu ( la, 13 roup B pia—,tic ) ( CliUlOc lLldtL hoP' i liL Hugh hard (p up \ UflL'0 Lnded) u hloio muue nubb- Cia IV (Guc up B pBstc fllduucrs 1Onu p uuidcd p11 uugu ddcd 01 qclid WILII)SCLI Or ncsicd HIb haiaud with no our pacrs Group une cpwudcd p 00 IT (rthc lund chinrotu ifluorn cth\ kim uopuk nu B p1amic) —_irOup I PD1 trtI; uric p0 pylunc rubbort Ilugh huuz rd \ tincNndcd) FIT F (cih\ 1c01 tuti ofluorocth\ luu. copolvrnc r) (lis1 (Grmip 13 I)IaL tIc) Plastic rub - I th I cejlulosc l[iu iuvird (Group A uncpanded — i m t P tluonamd euh True pu o ylcnL copolymer) Classha l\ uGroup 1`3 plastic) 1 PP (flbcr1 5s ruintorcud lit lyC 1urt high humrd (6roup \ unc\p dd \]ei un (touT mine Iormaicie(u\ de) I 1'usc Ui F (Gnup fl pituc) Nitu ik riihbcu Oricq lonitu j Ic but udtcn itbb-ur) iligh hnid Group '\ nrpautdcd lhghard Nylon (n Inn 6, uuc Inn Pt (6rou1 A um pandcd) Class 111 11 IlL I pot. chiutroiritluorouthu Onu t Group C pistiL 'I'F-'.T (P iuth Icnr terphthaIaiu cuinoplastic polA kit High-hazard (Gi Loup \ unepndd Ihuriolic -CiassiiI (Group C p11 not Plastics-,sc rud in fulls do ud and solid (no openings) octal co-niainers Class I Pok,buuldieflc ftzh haiird Group A Uflc\pfld d Po1 c Lmuiatu Uigh-hathd tGrmip A une\pmtdcd 1 ob estcr cia tomur High-hazard {Group \ uric cpan icdt U (co,-itinued) - I 2019 CALIFORNIA FIRE CODE 443 I I ryniAiaI H NM. CC ALl. RI(ilfll RIIAIIILVEJ) Aornod by Cub Kion boo koa IMokIoiokorr000,I. I Ordan Nool,oa Mull un Non o.. 000 0000 PM lI'bTi poraulourn Ira oA;rrnnonrrairh unis ij i1IJ k[ I ICC No lbnbar noproduroilno. no fnodrnn roprodrroabonnby nny bird poop. or dunurihoalon oo:Iror-icuod aaron oniyoo1n and nouwnuking runiufirlanri ANY IlNAUThOHIZEr) REPRODUCTION OR PIATiIiiIIPFLON BA VIOLATION OF THE F CML COP'OCIGIIT M ANN Ti-IC LICENSE AGREEMENT, AND suniEcr 1NOV11. AND CRIMINAL PENAI.1Iu1O THEREUNDER I I I I I I I I I I I 11 I I I I I HIGH-PILED COMBUSTIBLE STORAGE FIRE CODE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCTCATEGORY PRODUCT CLASSIFICATION Fltgh hazilrd l'olveth lene (Group A unexpanded) iyprnp\ lene Ilich -hazard ((iroup A unexpanded) Pts staronc: (oem products (such as plates. cups) Gra Iligh-hazard up A expanded) Po)sslyrenr: rigid piodoci i(is High-hazard roup A uncxpan(ld) I Polyureth ane I ugh-hazard (Group A expanded) P IfE (pnl\ tetrafluoroelumyleue Class lIt Group C plastic) PVC (pols vinyl chIoride products: plasticizer content 20 percomn or Uss Class ill (Group C plastic) PVC (pals vincI chlodde) pioduc ts: plasticizer content greater than High-hazard 20 percelli (Group A uimes:pandcd) PVC resins; bagged Class lB (Group C plastic) PVDC (pulyvinylidene chloride)Class Ut (Group C pIastic plastic,rubber I' DI (rol\ sins lidLn tiuoridci Class Ill I (irtsup(pttstmc) pvj (polyvinyl Puoride)(Group High-hazard A unoxpandeJ) Pvroxv I in I ugh his od Ruhh' r nstui sin blocks c artoned 1-ugh-hazard (Group A tine \pindsd P ubbar n acur it pan( hd I ugh-hazard (Group A expanded Ruhhem; natural: Nonaxpanded high-hazard i.Group A umtexpandedt Rsihber: synthetic (smln(upre DigIt-hazardue) (Group A unexpanded) Rubher tires I lih-haazrd SAN' lets rene JerS I nitrt1s I-high-hazard (Group A unexpanded) SUB (slmrene-butadienr rubber) Fhih P ard iGroup A unexpanded) Silicone rubber ClaxslV (Group U plastic) - Urea (urea tPrrnaldehvde) Class III (Gr)Op C plastic) Bottles or jars greater than 1 gallon coninlng nonconihustible sulats Hi0h-h:iy:ird Group A unexpanded) Plastic containers Battles r mars trp to I gmmlhm canuwsiria itoncanhusuhlc ohds 11 igh-hazard (Group A unexpauded (continued) El 444 2019 CALIFORNIA FIRE CODE copynlghl t naib ci: ALl. bliP-lit RI$iiibVtl). Aoren.oA by ilLS Kb SuOnon ickt4a h,ada,0.cornL. it (114,NooThor AOa7ro for U., non noon PM (PST) pororanhc 1.1—Agronoroar ott I A A l(911J C No (ardor roprodrodno. no (arthur noproduOli000 by any bird yaoy.or .(irIhoiion anthorinort Sink nor only. onpyiny and oroorrilny rrohlbioai ANY UNAUTIK1IIIZEI) (IILNOLXJCPJON OR DlPrglylynoN bA VJOLtri()NOyflhli ytl)EltAl.coPyRIOilr AerANinTylt LICENSE AcRliEhiiiNCANEOSVU(r.crrnclvli, to CRIMINAl. PENALTIESlllERliLINfliR I HIGH-PILED COMBUSTIBLE STORAGE I TABLE 3203.8—continued IFIRE CODE] EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION I I - Phaim ecu pil 9-0 csrtoncd hllasfnc Utica ls pus; plastic Ponies or iars; caoncd Class IV I Pu! vhs I alcohol (PVA) resins: Pa5pes1 Class IV Powders; combustible (ordinar —such as sugar or lloui): ce-flosyinis: bagged F ass 11 Puss durs: rCncoui hush PIe ftee-t]owin asssdereJ or granular maicrial I Ponders. pills (such as cernunt. ca lcitifn chluridc, cuts, iron oxide, rodium chloride. sodium silicate): ha"cud Class I Powders: ironcombustihie; class bottles or jars; cartoned Class I Powders; noneornhusiiblc: Pb F bottles or jars Flusc I! Ponder nuncombustiblu plsr lthcr than PEA-) bortlas or tars I huh liaaard I uncartoned iranip A unexpanded) I c Ponder nonsorn resirhlu pIstiu 1 tIes or psrs pr 11cr than I gallon pui Hrnh h vu d Croup unvsp md dl Powders: no codibustihie. plastic PuttIes or jars up to I -gallon capuci: eraoned - ass l IV Cloth; natural fibers; baled Class 111 I Cloth; synthetic cloth Class IV Clothing; natural fibers (such as wool, cotton) and viscose Class Ill Cotton; cartoned Class Ill I Diapers; cotton or linen Class Ill Diapers; plastic or nonwoven fabric; cartoned Class IV I Diapers; plastic or nonwoven fabric; plastic-wrapped; uncartoned High-hazard (Group A unexpanded) Fabric; rayon and nylon Class IV I Fabric; synthetic (except rayon and nylon); greater than 50/50 blend High-hazard (Group A unexpanded) • Fabric; synthetic (except rayon and nylon); up to 50/50 blend Class 111 I Textile materials and products Fabric: vinyl-coated (such as tablecloth); cartoned High-hazard (Group A unexpanded) Fibers; rayon and nylon; baled Class IV - Fibers: synthetic (except rayon and nylon): baled High-hazard (Group A unexpanded) Thread or yarn; rayon and nylon; wood or paper spools Class IV I I Thread or yarn; rayon or nylon; plastic spools High-hazard (Group A unexpanded) Thread or yarn; synthetic (except rayon and nylon); greater than 50/50 blend; paper or wood spools Class IV Thread or yarn; synthetic (except rayon and nylon); greater than 50/50 High-hazard blend; plastic spools (Group A unexpanded) I Thread or yarn; synthetic (except rayon and nylon); up to 50/50 blend; High-hazard plastic spools (Group A unexpanded) I Thread or yarn; synthetic (except rayon and nylon); up to 50/50 blend; wood or paper spools Class Ill I Wax products Candles (Group A expanded) High-hazard Paraffin or petroleum wax: blocks High-hazard (Group A expanded) (continued) I 2019 CALIFORNIA FIRE CODE 445 t1-IJ L [ I Ice. N tIhr ryr.I5on. o rA yr S Ions I,v hAd rIhn Ab,,rAOd, Ln .Iy. yyIoy nd worktn prohthiId ANY I A_J by t,dr rPSr,I—Lunt to 1.1cmWAgrmneni with ArSrlrlrlmrrrop1 IS viOi.ATIONOPTIIS y KALCOIymIrcmrirAcrANDrny LICOdhE AC;JU1t1Sr ENT, .ANIMIBICCt ro CIVIL ANI)r;RIMINAL PISNALrlEbTllrrRmNm)tin. tLAUSCRUCKNER. No ather riprodudion or transmission in any form permitted without written permission of NFPA For inqdres or to report unauItirized rise, contast ticensrnntpa ore, I NFPA 13: CLASSIFICATION EXPANDED VS UNEXPANDED GROUP A PLASTICS I CLASSIFICATION OF OCCUPANCIES AND COMMODITIES 13-27 3 Placed directly on wood pallets Placed in single-layer corrugated cartons, with or without single-thickness cardboard dividers, with or without pal- lets Shrink-wrapped or paper-wrapped as a unit load with or without pallets 5.6.3.2* Class H. A Class II commodity shall be defined as a noncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated cartons, or equiva- lent combustible packaging material, with or without pallets. Paragraphs 5.6.3.3 and 5.6.4.1 were revised by a tenta- tive interim amendment (TIA). See page 1. 5.6.3.3* Class III. 5.6.3.3.1 A Class Ill commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plas- tics with or without cartons, boxes, or crates and with or with- out pallets. 5.6.3.3.2* A Class III commodity shall be permitted to contain a limited amount (5 percent or less by weight of unexpanded plastic or 5 percent or less by volume of expanded plastic) of Group A or Group B plastics. 5.6.3.3.3 Class III commoditics containing a misc r1 both Ci ou Aexpanded and utrexpitrided plaskoc shall oniply with 3 f 31 C uhr ic thcv lit cithiti (F[Iui5 1)1 cc I crates or tdih Figure at,, .5.3(1))- where they Ciii exposed 5.6.3.4* Class W 5,6.3.4.1 A Class Pr' cuininiodity shall he defined cissi prodnc, with or witlrrrt pahlets. that osc'ecs one of the lulloning criteria: I) ot5u to i1 [Iii ft ilk ot totally off mop h plasm 1ff) CorrIsts of fiecfluwing Giorrp A plastic materials (3) Lartonrd, or within a wooden container, that Contains greater thin S percent anti rip to 15 }irrccrct by weight of Group A nFl exparide d p hsstic Cartoned, or within a wooden container, that contruns greater than 5 percent anti up to 25 pereeirC by volume of expanded Group A p16c- Cartoncol, or within a wooden container, that contains a mix i Group A expanded 'arid tnrexpan.lerl plastics and i:onrplics with Figure (11) Exposed, that contains greater 01u,Tl5 per CCitt and hf) to Si percent be s';cight of Group A uncxpsuidiwl plastic (7) Exposed, that contains a mix, of Urotrp A expanded and unexpanded plastics and rornplir's with Figure 5.6.3.4.2 The rernaitting irratr'dals shall be pei'rnit red to he metal, mmd, palrr'l', natural or syrithet fibers. or' Grou1 H or Group C pitl5tt1S. 5.6.4* Classification of Plastics, Elastomers, and Rubber. Plas- tics, elastomers, and rubber shall be classified as Group A, Group B, or Group C. 5.6.4.1* Group A. The following materials shall be classified as Group A: ABS (actylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methactylate) Butyl rubber Cellt.ilosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber Nitrile-rubber (acmylonitrile-hutadiene-i'ubber) Nylon (nylon 6, nylon 6/6) PET (thermoplastic polyester) Polybirtadiene Polycai'bon ate Polyester elastomer Polyethylene Polypropylene Polystyrene Polyurethane PVC (polyvinyl chloride - highly plasticized, with plas- ticizer content greater than 20 percent) (rarely found) PVF (polyvinyl fluoride) SAN (styrene aciylonitrile) SBR (styrene-butadiene rubber) Group A plastics shall he further sucliyided as ci' ther expanded or u riexpanded. 5.6.4.2 Group B. The following materials shall be classified as Group B: Chloroprene rubber Fluoroplastics (ECI'FE - ethylene-chiorotrifluoro- ethylene copolymer; ETFE - ethylene-tetrafluoro- ethylene-copolynier; FEP - fluorinated ethylene- propylene copolymer) Silicone ru bber 5.6.4.3 Group C. The following materials shall be classified as Group C: 5.6.4.1.1.1 A (ionrp A expanded plastic conirriodity shall he defined as a prochici with ortuithurit 'allets, ihat rrrcets one of tire following critena: Cartoned, or wi titiri a wooden container, that contain greater thou '10 percent by volume of' Group-A expanded plasti Exposed, that contains grI'ater bran 25 percent hyvolunie of GroripA exparirimi plucctk 5,6.4.1.1.2 .3 Group .i\ uticX1)nilded pluto tortiroodity sliutll he drdioed cit a put ct, with or wrtliout pellets, that meets one (if' thc billowing critcila: 1) Cartonc'cl, or within a wooden corir:iiriur, that orstaius - gr'eaur than 15 pelcerrt by weight of Group A nnex- II leti pl attiC (2) Crtoned. ni within ri w,ridt'n cunlainen', flint cctniuitii great;] than 25 lrc'rccrit arid tip to -lb pr'rsrcnrt Us' s'ulniri: cil' Grortp A expanded plastic Carloned, or seitlurr a wooden container, that ilcintains a mix of Group A uhexparicled and expanded phasticu in coniphiarree with Figtrre Exposed, that contains greater than 15 percent hy weight of Group A unexpanded plastic lrxllostwl that cOiitCi is greater thati 5 pet(t'nt and up ta 25 1,1cc he volume of (1;r0up A exprrnrdrtcl plcrstb Exposed, that contains a mix til Gu:ttp:\ irnexpuirided urnd expurrtded plastics, in cornpli:rtice with F'rgrtt e 5.6.4.1.1.3 The' remaining materials shall be permitted to he noncombustible, wood, paper, natural or synthetic fibers, or Group A, Group B, or Group C plastics. 2016 Edition I) I 25 6 fT 25 I I I I I I I I I I I I 00 otnr reprouucuoll or IMISIMIssion in ally torm parnliieo wilnoul wahten iarrniisicn of NFPA Fo, inqufrps or to report uriauthonz.ed use. Cowan tiCensiriqnfpa org I CLASSIFICATION -EXPANDED VS UNEXPANDEb1 13-28 GROUP A PLASTICS FOR MIXED COMMODITIES I ICARTONED 1 Group A - Group Expanded IV it) 15 20 25 30 35 40 Percentage by Volume of Group A Plastic Ill - Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV- Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. .h t GURE 5 6.3.3.3(a) Commodities Containing a NtLxture ofExpautdd and Unepinded Group AP1astses I EXPOSED I Group Unexpanded Group Expanded Iv 'It 5 10 15 20 25 30 35 40 Percentage by Volume of Group A Expanded Plastic Ill- Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV - Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. I FIGURE 5.6.3.3.3(b) Exposed Commodities Containing a Mixture of Expanded and Unex- panded Group A Plastics. Fluoroplastics (PCTFE - polychiorotrifluoroethylene; PTFE - poiytetrafluoroetliylene) Melamine (inelamine formaldehyde) Phenolic PVC (polyvinyl chloride - flexible - PVCs with plasti- cizer content up to 20 percent) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) Urea (urea formaldehyde) 5.6.5* Classification of Rolled Paper Storage. For the pur- poses of this standard, the classifications of paper described in 5.6.5.1 through 5.6.5.4 shall apply and shall be used to deter- mine the sprinkler system design criteria. 5.6.5.1 Heavyweight Class. Heavyweight class shall be defined so as to include paperboard and paper stock having a basis weight [weight per 1000 ft° (92.9 m2)J of 20 lb (9.1 kg). 5.6.5.2 Mediumweight Class. Mediurnweight class shall be de- fined so as to include all the broad range of papers having a basis weight [weight per 1000 fr (92.9 rn)} of 10 lb to 20 lb (4.5 kg to 9.1 kg). I I I 2016 Edition INFPA 131 I rit'I trni 1 3 I I. I CRYO STORAGE (ROOM 1411) NON HIGH-PILED STORAGE I SEE SEPARATE HAZARDOUS MATERIALS REPORT [I I I I I I I I I I I I I I I I FO L ATTACHMENT #5 DESIGNATION OF HIGH-PILED STORAGE AREAS F5 I. IF RE CODE HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforccd plastic pallets. For Class 1 through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. r SECTION 3204 DESIGNATION OF HIGH PILED STORAGE AREAS 3204.1 General. High-piled storage areas. and portions of . hieli piled storage areas interided for storage at s diltei Lnt ,cornrnodits Jas than adjacent arLas shall be designed and pecificlly designated to contain Class I, Class IL Class Ill, : Class TV or high-hazard commodities. The designation of a 4iigh-piled siorae area, or portion thereof intended for stor- e of a different commoday class shall be based on the ighest hazard comniodita class stored except as proicicd in Mil ectic,n 204 2 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limite&quantity of-the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305, 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1] 18 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. I I I I I [II I I I I I I I I I I I 2019 CALIFORNIA FIRE CODE 449 I .. Copyright 0 Mo 117,C ALL KR,IffS RbLRVJ). A,00j by ThN go,u.b,ukn {d,'k ,o,b,okno.ono,), ( } O,do Non,bo, ,N47M no k m 'MO- PM PST) pommt to Ljnnnn Ato.,,00 ,Aib j ICC. No A,rth,r roy,o.00Lo,. no ioribn, nyn.nJooiIono by any ih,rd 'ony. 0, dinriho,i,,,, o,thn,Ioa bini5 non only. .,,pynp and nann,nkinp pnhIbi.nI. AN', NAyrflIØy', Rnvnoxscru)N OR )(STHDuONIbA VIOlATION OPThL yEoIiilALCOpyR]c;HTACr ANDTHL AND SURIECT TO CIVIL AND CRIMINAL PrNALMUs TIfFREUNDER. I I ATTACHMENT #6 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS I I I FIRE CODE I HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. I I I I I I I I I I 452 I shall be not less than 44 inches (1118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 1112) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 2072 Tire p1ofttrnn '\k'here autnmi inklers affie requirLd by Table .',206.2, an approved automatic cpr:nkkr systeib shall he installed throughout the building or to lhour fire barriers constructed in accordance with Section 707 cf the Colirid Building Cc. Openings in such fire barriers shall he protected by openiutg protectives haying a 1-hour fire prokctlon rating Th dcslLn and installation of the autonlatiL sprinkler systern and other applicable fire protection shall he in accordance with the( ah/oiiva But lthiiç Cods Codc and NFP \ 13 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. I I I I I I I I I Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (I 118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, 2019 CALIFORNIA FIRE CODE yrMhr r) E) U( ALL REInS RESERVED A orrnd by Shin KburbonOn Inkok brkocr.nmb. ii Ordor Nnrr.lror 10. 2015 nOon P.M. (I IM porsnnEr 5 konsn AyrRrnEni rAb ICC. No inrrh.r rrrndociioo. on Moth.' royrodsrrlorr by noy hAd Nrly no diflribonion nnhnrlrnd. 51051.' nrrr only. nopyIr nod ..-rkmg yrrohlhlwst ANY UNAUThORIZED REPRIM'JCPION OR i)ESTI)IIIUIION 15 A VIOLATION OP TIOL ILULIIAL COPYRIGHT MO ANUTHE LICENSE AIlRliEMIhNI. AND SINIIE(, ETO CIVIL AN)) CRIMINAL PENALTIES TR)iREUNI)I) IFIRE CODE] HIGH-PILED COMBUSTIBLE STORAGE SECTI ON 3208 RACK STORAGE 3208.1 General, Rack storage shall he in accordance with Section 3206 and this 5ettun. Bin boxes e\ceeCillO a feet 1524 mm in any dimension shall he regulated as rack star- age. 3208.2 Fire protection. Where automatic sprinklers are requited b Table 1200.2. an approved automatic sprinkler system shall be installed throughout the hui ding or to I -hour lire harriers cantO ucted in accordance with Section 707 of the ('u!i!hi'nio I3ui/Jhip ('adc. Openings in such the barriers shall he protected by opening piotectives having a 1-hour fire 1 protection rating. The design and installation of the automatic sprinkler system and other applicable the protection shall be in accordance ssiih Section 903.3.1.1 and the C'u!i/hiiiia Build/np Code, 3208.2.1 Plastic shelves. Storage on plastic shelves shall he protected hr approved specially eneinecied fire protec- tion s stems. 3208.2.2 Rac1s with solid shelving. Racks v0itli solid shelving having an area gleater than 20 square feet ti to2). measured between approved flue spaces at all thur edges of the shelf, shall he in accordance with this section, Fceptions: I Racks with mesh, grated, slatted or similar shelves having uniform openings not more than a inches (152 mni) apart, comprising not lest than 50 percent of the overall shelf area, and witl$ approved flue spaces are allowed to be treated as-4 racks ss ithout•.solid.shelvu.. 2. Racks used for the rtorape of combustible parer records, with solid shelving, shall he in aced- dance with N lPA 13, 3208.221 Fire protection. Fiie. protection for racks with solid shelvinp shall be in accordance ssith NFPA 13. 32083 Flue spaces. Rack stoiacae areas protected with an automatic sprinkler system shall he provided w ith flue spaces in accordance with Table 3208,3. Required flue spaces shall be maintained. 32083.1 Flue space protection. ['Inc spaces required by Fable 3208.3 above the first tier of storage in single-, dou- ble- or multiple-row rack storage installations shall, where required by the fire code official, be equipped witli I approved protection devices. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be proleLted in accordance with ?',,FPA 13, 3208,5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- - ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE - RACK - - CONFIGURATION FLUE DESIGN AUTOMATIC SPRINKLER PROTECTION Sprinklers at the ceiling with or without minimum In-rack sprinklers In-rack sprinklers at every tier Storage height :~ 25 feet Storage height > 25 feet Any height Single-row rack Transverse flue space Size' 3 inches 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required Double-row rack (Option 1) Transverse flue space Sizes 6 inches" inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required 6 inches Not required Double-row rack (Option 2) Transverse flue space Sizet' 3 inches 6 inches Not required 1 Vertically aligned Not required Yes Not required Longitudinal flue space 6 inches Not required Not required Multiple-row rack Transverse flue space Size' 6 inches 6 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required For Sl 1 inch = 25.4 mm, I fool = 304.8 mm. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. I 2019 CALIFORNIA FIRE CODE 453 Co.yrIybl "ol9 cc. ALL. Ri(;}crt, WSI(IIVED, A..o,00d by LAtin KI,o,b,uoknno tnkn1oo,brooknnnco,,l). It ø,Ao, Nombor n, in. ni') aison PM Il'Y} p==n 0 U nnnAyr000w,u wilt, I I 1 I k ice N,. tii,lin, rorrodoolion. In, hint',, rnrndocni,,,, by ony third 'orip, on ,Ii,Ibuit,o, ,inhn,ioni. $i,yioow. only, coyyirig nod ,ciwnrkio prohiblind. ANY tNAL)THORIZEO rp.rnc'DIICTiON OR DJS'riii]llrrloNis A %'iOi.ATIONOI TIlE FEDERAL cOl'YLALLIIT M2AN[)TiIE LICENiF. AELELLEMENE, AND SUILECTO CIVIL AND IiiLlhiiNAL PENM.TIESTIIiLRY.UNDEIi. HIGH-PILED COMBUSTIBLE STORAGE IF IRE CODE as:..'msxas as. - AZI TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REU)REMENTS ALL STORAGE AREAS T SOLID-PiLED STORAGE, SHELF i~` SIZE OF HIGHPJLED (SO Sections 3206, 3207 and 3208' STORAGE AND PALLETIZED STORAGE (spD Section 31207.3) STORAGE AREA' Automatic Fe. axtinquishino Fire dtction system Fire department _____________________ Smoke and heat ramov.,I Maxi m urn i I e Maximum pormissibie Maximum .,COMMODITY CLASS (squara fuot) (see Sction 3206.2 and 3206.3) system (ceo Section (see (See Section secoss doors Section ~soe Section dimension (feet) storage height Pilo volume (cubic feet) 32064) - / 3206.7) 3206,B) - (feel) 0-500 Not Not Not Not Not Not Not Required' Required Required Required Required Required Required 501-2.500 Not Required Yes Not Required Not Required 120 40 100,000 2.501-12.000 Yes Not Not Not 120 40 400.000 Open to the public Required Required Required 2,501-12.000 Not Not Not J1V Not open to the pubhc Yes Required Required Required 120 40 400.000 (Option 1) 2,501-12.000 Not Not open to the public Required' q Yes Yes iii Yes 120 .0 200,000 (Option 2) 12.001-500,000 Yes Not Required Yes Yesh, i 120 40 400,000 Greater than 500,000 Yes Not Required Yes i Yes 120 40 400,000 0-500 Not Not Not Not 60 Not Not Required' Required Required' Required Required Required 501-2,500 Open to the public Yes Not Required Not Required Not Required 60 30 75,000 501-2,500 Not Not Not Not open to the public Yes Required Required Required 60 30 75,000 (Option I) IZar:) 501-2,500 • Not open to the public Not Required' Yesb Yes Yes 60 20 50.000 (Option 2) 2 <0]-00,000 II us CS 60 so 7 1 -- Greater than 3001000r Yes R Not d Required Yes Yes" 60 30 75,000 asses/s I For SI: I foot = 304.8 mm, 1 cubic foot = 0.02832 ma. I square foot = 0.0929 m1. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance. with Sections 3207 and 3208. For aisles, see Section 3206.10. I c. Piles shall be separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height. Option I shall be used. I l Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. g. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. I h. Not required where storage areas with an exit access travel distance of 250 fee, (76 200 ?n,,) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. i. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. I I 450 2019 CALIFORNIA FIRE CODE I .copyxRl 0:011) CO ALl. Cs/illS RESERVED. 15 EICc KC,RIYIRIIRPI 1e55k5,,,h,,I k,,n.e,nl. II OrA,r N,anS, •INAii(iR Ih. II., 2I(( W:.V PM IPSTI p,,e,nI I,, Mcmw ACN/,12i(,ilI 11 111 ~ F.11 fro] ki Ell 99 11 J1lt1IJ LfJ cc N iirhn MpoJeUon. ,o i,,ih, ,,,. i,ui,,,( k' v 151,5 dleibjlo ilhotl,el ,5 ne—king rohihiiI ANY UNAIfllIC)iW.Iil) CCl'ROIXJClION OR nIsTesIrrrnN IRA VIOLATION III' IfiC macgAl. COPYRICIRT 5151 AND THE LICIINCE AIiIRILKNICWF, AND Mli1IECFTO CIVIl. AND CRIMINAL PENALTIES TIIF.IRE1INimS I- I] I I I IT I I I I I ttp numerous small cavities (cells), interconnecting or not, dispersed throughout their mass. 3.9.1.13 Epcd Group A Plastic Cnrnrnoditico. Tle 6cs nor in p.rck1rgirrg ot cover ills that :r0SOr I) 'cater or oW- ercsisrr appreciable erard liP i.rrirnring lrrzatd of the coOn- ni.ri:litv. 1ki1nt nSaprCl 01 crImInal latch, cit both, should he considered cxpoc(.) 3.9.1.14 Free-Flowing Plastic Materials. Those plastics that fall out of their containers cluringa fire, fill flue spaces, and create a smothering effect on the fire. Examples include powder, pellets, flakes, or random-packed small objects [e.g., razor blade dispensers, 1 oz to 2 oz (28 g to 57 g) bottles]. 3.9.1.15 High-challenge Fire Hazard. A lire hazard typical of that. produced by fires in combustible high-piled storage. 3.9.1.16 High-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage in excess of 12 ft (3.7 ui) in height. 3.9.1.17* Low-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage up to 12 ft (3.7 in) in height. 3.9.1.18* Miscellaneous Storage. Storage that does not ex- ceed 12 ft (3.66 in) in height, is incidental to another occu- pancy use group, does not constitute more than 10 percent of the building area or 4000 ft2 (372 m9) of the sprinklered area, whichever is greater, does not exceed 1000 ft2 (93 m2) in one pile or area, and is separated from other storage areas by at least ..ft (7.62 m). 3.9.1.I9- Opu-n.Top Container. A conic incite of any shape than is entirely or partially open on the top and ariangecl so a 10 nil ni fi)c tin c hr 000R 01 nIt di nnyng sprrnl icr cascading dnron,tgh tire storage art .rc. 3.9.1.20 Packaging. A commodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portion of its construction consisting of a plastic material. 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 Roof Height. The distance between the floor and the underside of the roof deck within the storage area. 3.9.1.24 Slave Pallet. Aspecial pallet captive to a material- handling system. (See FigureA.3. 9.1.10.) 3.9.1.25 Storage Aids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 Unit Load. A pallet load or module held together in some manner and normally transported by material- handling equipment. 3.9.1.27 WoodPallet. A pallet constructed entirely of wood with metal fasteners. 3.9.2 Palletized, Solid-Piled, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (150 mm) or less vertical flues. I KLAUSI3FWCKNCR. No other reproducion or traomssoi1 in any form permitted withOut wdhen permission 01 NFPA ior inqLiires or to rspcn unaLthOnzed use. contact licensing.%Mpa org NFPA13 1 13-22 INSTALLATION OF SPRINKLER SYSTEMS 3.8.2.1.5 Residual Hydrant. The hydrant that is used for measuring static and residual pressures during a flow test. [24, 20131 3.8.2.1.6 Wet Barrel Hydrant. A type of hydrant that is in- tended for use where there is no danger of freezing weather, where each outlet. is provided with a valve and an outlet [24,20161 3.9 Storage Definitions. 391* General. .9.1.1 (Ja,tittd, Atiiiihnid of storage eeoc tirig otcriu- ttd crrdhoarcf or 15:iitl!ioaril flaurtCts fink one I osiai 3.9.1.2* Carton Records Storage. A Class 111 commodity con- sisting predominantly of paper records in cardboard cartons. 3.9.1.3 Catwalk. For the purposes of carton records stor- age, a storage aid consisting of either open metal grating or solid horizontal barriers supported from a rack storage sys- tem that is utilized as a walkway for access to storage at elevated levels. Catwalks are accessed using stairs and are not separate floors of a building. 3.9.1.4 Clearance to ceiling. The distance from the top of storage to the ceiling above. 3.9.1.5 Commodity. The combination of products, pack- ing material, and container that determines commodity classification. 3.9.1.6 compact Storage.. Storage on solid shelves not ex- ceeding 36 in. (900 mm) in total depth, arranged as part of a compact storage module, with no more than 30 in. (750 mm) between shelves vertically and with no internal vertical flue spaces other than those between individual shelving sections. 3.9.1.7 compact Storage Module. A type of shelving unit consisting of compact storage whereby the units move to allow for storage to he pushed together creating a storage unit with no flues or minimal spaces between units. Aisles are created by moving the shelving unit. Compact storage modules can be manual or—electric in' operation. 3.9.1.8* Compartmented. The rigid separation of the prod- ucts in a container by dividers that form a stable unit under fire conditions. 3.9.1.9* container (Shipping, Master, or Outer Container). A receptacle strong enough, by reason of material, design, and construction, to be shipped safely without further packaging. 3.9.1.10* conventional Pallets. A material-handling aid de- signed to support a unit load with openings to provide ac- cess for material-handling devices. (See FigureA.3.9.1.10.) 3.9.I.11' 11?nctp,ntllatzoni. A medrorl of plU kagnrg that ci- Wee COnSIStS oi a plastic sheet concpictelv enclosnig the and lop of a .enllct least containing a cciinbostihlc cornrnoclitc', a cornhrcatiblo package, or a group of cornbn. ibk onItyinidJttCS (t 0101 istible p ii I S 01 sOtttSt of, cotnrbiistrblc corn rnodtt a nd i do lin at app-c ci to plautre la eting and ctoi ed cpr ctcl in a pallet lo vi 3.9.1.12 Expanded (Foamed or Cellular) Plastics. Those plastics, the density of which is reduced by the presence of 2016 Edition I iu,uL.Lr.rflr1. rw oin,.r re Ofloolicri or rensn sioii in any inrin permnieo w nouT wriiieri perimssion fiT f4re.q ror 1 qulren 01 TO report unaurnoinzeo ilOti. 000Tact iceningipjrtrpa or1 I I NFPAI3 I DEFINITIONS 13-23 3.9.2.1.2* Open Array. A storage arrangement where air movement through the Pile is enhanced because of vertical flues larger than 6 in. (1 -00 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal SI)2ICCS be- tween tiers of storage. 5,9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide. 3.9.2.6.1* Back-to-Back Shelf Storage. Two solid or perfo- rated shelves up to SO in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 in), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0,25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2.7 Solid-Piled Storage. Storage of commodities stacked on each other, 3.9.28 Solid Unit Load of Unèxpañded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 RàckStórage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper, facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting- all with or without expanded Group A plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.93.3 Bulkhead. A vertical barrier across the rack. 393•4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the ex- ternal face of storage. 393.5 HorixonwiBarrier. Asolid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread 9.9.3.6 Lon 11iivdinal flue Space. 0Th(- span 1w 1j1','( i r cia put ptndi tl.ti [Si IIII' duiutini of! mitt p with ti Pita fll t l\ ceding 24 ii: ISP ft itirit3 'to con ciotIfle 3•937* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [1, 2015] 3.9.3.7.1 I)oulde Row Rc/:.c, fta k ii cc than 01 et tia! In I 0 1: 100 nm in depth 01 ctnpiu-i'ov asic placer! liac I. a an anlioUllo Irpili nj ti lOft (3110 inn . with .5 Pet n'it s t'jIth nft Past 33 fi 1.1 ci' ni'tntn'ti in) oil 10. 3.9,37.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abut- ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. 3.9.3.7.3 Multiple-Row Racks. Racks greater than 12 ft (300 mm) in depth or single- or double-row racks sepa- rated by aisles less than 3.5 ft (1.1 in) wide having an overall width greater than 12 ft (300 mm). 3.9.3.7.4 ()prnllacli. Ritckc scitliout shelving ni whit shck- ing ill earLs that ii .c ircvii in placc with she]cas ilasing a S,)1i(1 suntai e and a shelf :iii'a s'pIal to or ls'. than 00 1.0 U ') 01 with If ekes usc ing .i Wit I' [1)tSh, cLtti d SItI 1.150 Cif ndir nlat(,rial with opininps feprrsentillg aT Ic 1st 5)11 pc:n'ctIt 1)1 the citi'h itica tiiciitd.iig the h ,1170n1a1 -11o.1 ol t,i( P member, and where the flit: spaces a e maintained. 3.9375 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations. 39.3.76 Rack ShelfArea. The area of the horizontal stir- face of a shelf in a rack defined by perimeter aisle(s) or nominal 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth- ei-wise serve as the required flue spaces. 3,9.3,7.7' SiniltsRow Rnck.v. Packs that have no iongitliodi - jial flue spare and that h;is e a depth up to 6A (i 1 in) with niSicis hasiiip a iidth of it, least 1.0 It (1.1 tith hutwoen mit!', 011 1.11 L'u. 3.93.7.8 Slatted Shelf Rack. A rack where shelves are fixed in place with a series of narrow individual solid supports used as the shelf material and spaced apart with regular openings. 3,9.3,7,9 Solid Shelf Rod A I af, I, that is not ehned its an hh!h ark whene shelves al's' fl'cc1 it) place siUi it solid, chiMed, 01 tile uii,'thi h'u I ii ticeti 's t tie ks r It inistc'i I arid hasing Hit iiued of), 'itings O II [h chc'lf area. 3.93.811 Solid hthiug. ShIvir g t hat is fi5ed iii p1.101', slat- tod, wite mesh, 01 ntks'r rope 'ut sheis es orated within Tm is, lip tuen ,it a sihd shelf is defined be pet ilitetci aisle or lltie space on all four sides or Us the placement of loads that Nock iipCniil5 that ccoitlil OI1tI:I'ease score a.s I hr '('- quited flue spaces. Solid shelves has nfl an ai en Oqusi lesc than 211 ii Ii.) in2) sIC us-timed as open iarks. Sit foes it1 'viii' itich, slits, or oilier mint ink mote than 50 pI iou iii (spOil 11511 white the fini' spite'.....nl'ai mooed air' tiu'tiiieul as Open tacks. 3.9,3.9 Ti-an-werse flue Space. '1'1i space bras inn tow' of stol age parallel to Lhe iI lOOt ion if 1 inch n p. 1 Pus' IPiti iv 2016 Edition 1 I I I I H H I I H I I I 1 I I I I - KLAUSERtJCKNEF. No other reproduCion or transmission in any form permitted without. wften oermsson of NFPA For inureo or to report unsu orr.sd Use. Cqlliart Ucens irJpa or I NFPA13 1 [DAJ 13-54 INSTALLATION OF SPRINKLER SYSTEMS 1 L 3 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5,4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8,5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (SeefigizreA.8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that liçyç located s u-ffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and _fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncon tinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 8.i.5.3.1 Sprikks }iaIl hc 111tol1t'd under t0 obruc- ions over 4 ft (1.2 rn) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type, 8.5.5.3.1.3 The deflector of automatic sprinklers installed tin- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 in) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that. are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft (11.3 m) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.6.1t Uok's the irenjelts ol .h.64, or air met, ilik, ci mitre between the d hector and lile top of storage or ronteites of the t000i shi:di be 1t in. (1 hb not) ci i cat cr. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall he permitted for special spi'inklem's. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored, 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m°) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8,6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A) shall be determined in accordance with 8.5.2.1. El 2016 Edition R 11 ictuui;icntat. No niner reprooccoon or trartnnsttston in any torm pernhllica wanner wnitan pirmsstan at Ni' i"?\ or Enquret or to report onautr,orzeo use, contact jjcenstng.,QnIpa org I NFPA13 I I ICMDAI 13-56 INSTALLATION OF SPRINKLER SYSTEMS Table 8.6.2.2.1(b) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Ordinary Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All All 130 12.1 15 4.6 Table 8.6.2.2.1(c) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Extra Hazard Maximum Protection Area Spacing ...UII3U UtUUII Type .OySLCL1I Type ft2 m2 ft m All Pipe 90 8.4 12* 37* schedule All Hydraulically 100 9.3 12° 3,7* calculated with density ?0.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12 ft 6 in. (3.8 m). Table tl.22Ui,d Prtnotion Areas zuidAICiinwn Sparing of Standard Pendent and Upright Spray Sprinklers for High-Piled Storage - Maximum - Protection Area Spacing Constnicnon Scatem Type Type ft° in ft in All J-IdriiIi:iIJ, 01) C a [C a Cd CF dcnsity All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 in) wide, maximum spacing between sprinklers is permitted up to 12 ft. 15 in. (3.8 in). 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ceed one-half of the allowable distance between sprinklers as indicated in Table 8.6.2.2.1 (a) through Table 8,6.2.2.1(d). 8.6.3.2.2 The distance from the wall to the sprinkler shall be measured perpendicular to the wall. 8.6.3.2.3* The requirements of 8.6.3.2.1 shall not apply where walls are angled or irregular, and the maximum horizontal distance between a sprinkler and any point of floor area pro- tected by that sprinkler shall not exceed 0.75 times the allow- able distance permitted between sprinklers, provided the maximum perpendicular distance is not exceeded. 8.6.3.2.4* The requirements of 8.6.3.2.1 shall not apply within small rooms as defined in 3.3.22. 8.6.3.2.4.1 Sprinklers shall be permitted to he located not more than 9 ft (2.7 m) from any single wall. 8.6.3.2.4.2 Sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1(a) shall not be exceeded. 8.6.3.2.5 Under curved surfaces, the horizontal distance shall be measured at the floor level from the wall, or the intersec- tion of the curved surface and the floor to the nearest sprin- kler shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (100 mm) from a wall. °.6.3.4 Nhwinum Distances Between Spiiiaklcrs. 8.6.3.4.1 Ln1cs the rcquiromen of 6.9.t2, 3,6.3,13, or 8.6 3.4.4 arc mu spiinHersshall be sp tcrd not less thin U P 7i S m cii 8.6.3.4.2 Sprinklers shalt be permitted to be placed less than 6 ft 0.8 m) on center where the following conditions are sat isfied: Baffles shall be arranged to protect the actuating ele- ments. Baffles shall he of solid and rigid material that will stay in place before and during sprinkler operation. Baffles shall be not less than 8 in. (200 mm) long and 6 in. (150 mm) high. The tops of baffles shall extend between 2 in. and 3 in. (50 mm and 75 mm) above the deflectors of upright sprinklers. The bottoms of baffles shall extend downward to a level at least even with the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted to be placed less than 6 ft (1.8 in) on center. 8.6.14.4 Old-style sprinklers protecting fur storage vaults shall be permitted to be placed less than 6 f (1.8 in) on center. 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. 8.6.4.1.1 Unobstructed Construction. 8.6.4.1.1.1 Under unobstructed construction, the distance between the sprinkler deflector and the ceiling shall he a mini- mum of 1 in. (25 mm) and a maximum of 12 in. (300 mm) throughout the area of coverage of the sprinkler. 2016 Edition - }<LAUSEtRUCKNCP.. No other reprothicort or Iraniumsserfl in any form parrnitte- without written permws'on of NFPA For inquireo or to report unauthorized rise, contact ttcensingn1pa nra NFP ICMDAI GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of3ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of JifFA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [1½ in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid flue-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and W commodities stored 12 ft (3.7 in) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the - areas are separated by a draft curtain or Jarrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/miui) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpin/ft to 0.34 gpm/ft2 (8.1 mm/min to 13.9 mm/mm), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For ciieraI stoirgu applicatienm seP storage, rubber 6R, sloisigs, Iutl per storage rrad blcd cot ira I storage bet rig protected shut upiight and prudent spray spiinkcis gutted densities greater tlmii 0.31 gpm/tf (13.3 innrhnin), stasidard-response spray sprinkIcr shds ak-I actor of k-11.2 (1 di or larger hini. rue Iliad for ssorag plicanoris shall k- used. 12.6.4 Unless the iequilrenianis of 1'2"6_-_) aic niet, tIre a- (L reinei1ts 01 10.6d2 and 12.0.'1 shall not apple to mradillea- dons to critiiir stair ag application systems, using spnIer - with h-fbctors 01 K-.0 115,1 or less. 12.6.5 Where applying the requirements of Figure 172.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gprn/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OHI, 0H2, El-fl, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall he permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EHI, and EFI2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, El-Il, and EHQ design criteria 12.6.8 The design figures indicate water demands for ordinaiy- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition R rJo otner reoQccrrrn Qr na nrravon in any nrni r.arnlnrraa wnnnnun wnlnen parm'svon on VQ1 ,rnquwea or no rayon L aulrnornzeo utn. colirar,n Incensnno;rnoa orn I I NFPA13 1 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all Storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3 Draft curtains shall not be used within ESFR sprin- kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) 12.1.2 Ceiling Slope. [The ptitiklcr sysvrn irruin rpeci0c0 in Uaptcr 12 and Cirapiers 1) (1tculi 20 are irrtc0ded ta apple to hritlrIing ruth ceiling s)npcs not cx ceding 2 in 12 10.7 percrnn unless modih ci by a spccifit section in Chap- Icr , 12 and Lhajrers 11 ihronigh 20. 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12.1.3.1.1 through 12.1,3.1.3. - - 12.1.3.1.1 For corrugated metal deck roofs up to S in. (75 mm) in depth, the maximum roof height shall be.-mea- sured from floor to the bottom of the deck. - 12.1.3.1.2 For decks deeper than S in. (75 mm), t1ië1nax1- mum roof height shall be measured to the highest point on the deck. - 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12,1.3,1.3,1 or 12.1.3,1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- liable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling 2016 Edition I area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1,3.4.1* The clearance to ceiling shall he measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3,4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 in) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 in) or providing one level of supplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at even' flue space intersection, 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 in) for Sec- tion 17.3, protection shall be based upon providing one level I I I 11 I I I I k Li I I I I Li I KLAUS}3RUCKNtR. No other reprodudk,n or transmission in any form parrmtted without wrtltefl perrosson of NFP'\ Fo, inquirer. or to repori unauthorized use. cannot tcmsirr.fp5 org I NFPAI3 I 13-148 INSTALLATION OF SPRINKLER SYSTEMS 3 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary- and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate-teniperawre sprinklers with K-factors of K-II.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shalt be based upo:I the room design method in accordance with Section 12.10, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. The water supply requirements for each individual hazard classification shall he used in the calculations for the de- sign area for that hazard. *For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding -the hose-stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply requirements determined from 12.7A shall he available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2,1, 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1. 12.7.63 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 2016 Edition 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 015 gpm/ft2 (6.1 mm/min) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8J* Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shalt be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpin (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall he added to the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated -in -- - - Chapter 12 and Chapters 14 through 20 shall be added to the requirements given in NFPA 14. - 12.8.6 1lless inchcated oftienvie. the mhttinurn w.ucI sup- Ply Iecp11rcrru:rtt ttri t I1ydILtll(al}v itncd sprinkler ssterti shall hr rl-ternurred h hfirit the lros am -allowance trout idle t.Ia to the water demand f:m spriark! t'ms. 12.9 Unsprinldered Combustible Concealed Spaces. 12.9.1* When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 in2 ). 12.9.1.1 The design area of 3000 ft2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protecting a space above, below, or next to the qualifying con- cealed space except where a barrier with a fire resistance rat- ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. 01 I I I I I I I I I I I I I I I I I I I t\L'Utt1L.?tt\ENtrt IN older Ieproucx:rrer I Vi LIEllIIi iibi.iiJl I Ill CI 8 JIII I pCI I p IIIIVQ Will 11tH, Willitlil tliilHliuil c'l IC I VIIIHI-.til IC Hi HI CHIt I HI HH!!lI.I!II.I CI CCII C I NFPA13 1 GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) .11 Up to 1200 ft-' 1() M2) 250 950 60 Over 1200 ft2 (him2) tip to -, riO 1)1 m ii iiil u ii urd 1500ft2 (140 1112) 500 1900 90 exftrdiiI-CO'eJ e 1'- LI!)) loot) ft iji to 2t0)01r 240 1900 lOt O*er 2600 11100 [0 Standard Upto12 NA 250 950 60 L:nlmodiiies, Over 12 to 1> 15 NA 500 1900 90 ' die lilasric pall t Over 15 to and misccl[anc1Gis 95 NA 500 1900 120 storage Control Mode Over 23 NA 500 1900 150 Specific Application Up to 6 NA 250 950 60 (CMSA) Up to 8f NA 250 950 60 Over 6 to 8 Etended:covetage NA 500 1900 90 Over 8to 12 NA 500 1900 120 Over 12 NA 500 1900 150 Up to 12 NA 20 930 60 Over 12 to Early Suppression 15 NA 500 1900 90 Fast Response Standard (ESFR) Over 15 to 25 NA 500 1900 120 Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage no to 5 ft CMDA & CMSA extended-coverage (1.5 m) in height Any Any 250 90 120 (roiiIin,ei) 2016 Edition ATTACHMENT #6A AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS AMBIENT WAREHOUSE RACK STORAGE: CMDA WITH 2 LEVELS OF IN-RACKS RACK STORAGE AREAS 01 01 F rrrorzrrrzrrtz::rttz: I I _ • 41 ., -. b--.4 SHIPPING MD1 RECEIVING I • I 1AIRLOCK N EJ SAMPLIM _ I I ! I4 -€1---- --- -- __ Room FLAMMABLE STORAGE j flfl CORROSIVE - STORAGE I D:EJ CR— WAREHOUSE I fi OPERATORS OFFICE SUPE VISORS r I r 14-01 07 — PALLET STORAGE WARY-HOUSE CRYO STOP ROOM U L I=4 =ii=i = = = = I I12ft AISLE WIDTHH I I IOPENTO BUILDING CEILING 32'-3" I I_WAREHOUSE - RACK STORAGE NLAUStiRUCVNER. No other reprodidioil or lrensnnssion N any torm ri?. rM1001d withOut whiter, permission of NFPA For injures or to report unaihnzed use. contact Iicersng1'ntpa org 13-204 INSTALLATION OF SPRINKLER SYSTEMS INFPA 13 CRITERIA I 0 shelf racks, in-rack sprinklers shall be provided in accordance with 17.1.5, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 17.2.1.2 Ceiling Sprinkler Water Demand. See Section C.22. 17.2.1.2.1 For Group A plastic commodities in cartons, en- capsulated or nonencapsulated in single-, double-, and multiple-row racks and with a clearance to ceiling up to and including 10 ft. (3.1 in), ceiling sprinkler water demand in terms of density [gpm/ft2 (mm/mm)] and area of operation [ft2 (m2)] shall be selected from Figure 17.2.1.2.1 (a) through Figure 17.2.1.2.1(f). 17.2.1.2.2 Linear interpolation of design densities and areas of application shall he permitted between storage heights with the same clearance to ceiling. 17.2.1.2.3 No interpolation between clearance to ceiling shall be permitted. 17.2.1.2.4* An option shall be selected from the appropriate Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(f) given the storage height and clearance being protected. The density/ area criteria at the top of each option shall be applied to the ceiling sprinklers and the in-rack sprinklers shown in the op- tion (if any) shall be provided. Options that do not show multiple-row racks in the figures shall not he permitted to pro- tect multiple-row rack storage. Notes in each figure shall be permitted to claiif' options or to present additional options not shown in the figures. 17.2.1.3 For storage of Group A plastics between 5 ft and 12 ft (1.5 in and 3.7 m) in height, the installation requirements for extra hazard systems shall apply. - 17.2.1.4 Fxposcd un-x iinl (1 (: np. \ lictiiäti tcd ch i(iTi1iil triIc iI(i)iR •'.tc .1 SJ)i iiikliic chill hc piotriIt'd in .IC( neith one of dw 1owrng- Maximum 10 ft (3.0 in) storage in a maximum 20 ft (6.1 in) high building with ceiling sprinklers designed for a minimum 0.8 gpm/ft2 (32.6 mm/mm) density over 2500 ft2 (232 1112) and no in-rack sprinklers required as shown in Figure 17.2.1,4(a) Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 in) high building with ceiling sprinklers designed for a mini- mum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required at alternate transverse flues as shown in Figure 17.2.1.4(h) Maximum 10 ft (3.0 in) storage in a maximum 20 ft (6.1 in) high building with ceiling sprinklers designed for a minimum 0.3 pm/ft.2 (12.2 nim/min) density over 2000 ft2 (186 m) and one level of in-rack sprinklers re- quired in every transverse flue as shown in Figure 17.2.1.4(c) Maximum 15 ft (4.6 m) storage in a maximum 25 ft (7.6m) high building with ceiling sprinklers designed fora minimum 0.45 gpm/ft2 (18.3 nim/min) density over 2000 ft2 (186 in2) and one level of in-rack sprinklers re- quired at alternate transverse flues as shown in Figure 17.2.1.4(d) Maximum 15 ft (4.6 in) storage in a maximum 25 ft (7.6 in) high building with ceiling sprinklers designed for a mini- mum 0.3 gpm/f (12.2 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(e) Maximum 20 ft (6.1 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a Single-, double-, and multiple-row racks 0.30 gpmlft2 per 2000 ft2 112.2 mm/min per 186 m2) Single-, double-, and multiple-row racks 0.45 gpm/112 per 2000 ft2 (18,3 mm/min per 186 m2) S S <5 ft (1.5 m) clearance to ceiling 5 ft to 10 ft (1.5 m to 3.0 m) clearance to ceiling E I I I I I I I FTTLI 11111 1-1 El EIIIIIII1lEEEIHIIIIIi A 0 El AI I I IAF I IR AA17= A I I I I EIIIIIHHEIH1HIHI EI I El I I I I EEEEI I I I I I I t1 t1LJ llll LLu ll t i £J t::it:i L.11l LL1lJ Plan View Plan View mi A mi i i irr I I Elevation View Elevation View S Note: Each square represents a storage cube measuring 4 it to 5 ft (1.2 in to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 rn). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.2.1(a) Storage 5 ft to 10 ft (1.5 m to 3.0 m) in Height with Up to 10 ft (3.0 m) Clearance to Ceiling. El 2016 Edition r\L-,UIu'rtr. 'o orrier rprocJucrIc,n or rrrrsmssuo in any roar, prrnriieo wirirour Wirrian per arena or f'I'W 1'Or inrw;rw or to report unauraorizen tee. cannot ilcarrsiaq5nrpa on PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-205 Single-, double-, and multiple-row racks Single-, double-, and multiple-row racks 0,60 gpm/ft2 per 2000 ft2 0.30 gpm/ft2 per 2000 112 (24.4 mm/min per 188 m2) (12.2 mm/min per 186 m2) Uptol0ft(3.om) Uptoloft(3.am) clearance to ceiling clearance to ceiling See Note 2 See Note I 8 ft (2.4 m) maximum between sprinklers IlilLilil fl1II1IIIII R El 1:1 IlilLilil flflflhii0 iflh71 LA I I I LI I I I I AAI I I IAI I U I I I IH H I °I 0110 i1 I I 1777 Vt I I I I I I I I I ti ED f::1 E. • ,, i j • I • I I cj i:i .cj i I ,. Plan View Plan View Plan View I I LI I I I I AAI I I tALl I I I I I I II I I I I H 0 l 0110 ii lEt I I I E I I I Vi I I I I Elevation View Elevation View Elevation View I I I I F I I I I I Notes: 1, Single level of in-rack sprinklers [K-5.6 (80) or K-8.0 (115) operating at 15 psi (1.0 bar) minimum] installed as indicated in the transverse flue spaces. Where sprinklers listed fir storage use are installed at the ceiling only and the ceiling height in the protected area does not exceed 22 ft (6.7 m) and a minimum clearance of 5 ft (1.5 m) and the storage height does not exceed 15 ft (4.6 m), the ceiling sprinkler discharge criteria shall be permitted to be reduced to 0.45 gpm/ft2 per 2000 ft2 (18.3 mm/min per 186 m2). Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. - IN FPA 13 CRITERIA I FIGURE 17.2.1.2.1(b) Storage 15 ft (4.6m) in Height with Up to 10 ft (3.0m) Clearance to Ceiling. minimum 0.6 pm/ft2 (24.4 mm/mm) density over 2000 ft2 (186 mi and one level of in-rack sprinklers re- quired at alternate transverse flues as shown in Figure 17.2.1.4(f) Maximum 20 ft (6.1 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a mini- mum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft2 (186 m9) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(g) Maximum 20 ft (6.1 in) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.8 gpm/ft2 (32.6 mm/mm) density over 1500 ft2 (139 m2) and one level of in-rack sprinklers required at alternate transverse flues as shown in Figure 17.2.1.4(h) Maximum 20 ft (6.1 in) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.6 gpm/ft'2 (24.4 mm/mm) density over 1500 ft2 (139 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2,1,4(i) Maximum 20 ft (6.1 in) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.3 gpm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m2) and two levels of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.40) (Ii) Maximum 25 ft (7.6 m) storage in a maximum 35 ft (11 m) high building with ceiling sprinklers designed for a mini- mum 0.8 gpmn/ft2 (32.6 mm/mm) density over 1500 ft2 (139 m2) and one level of in-rack sprinklers required in every uyerse Ne as, shown in Figure 17.2.1.4(k), 12) euni 2 7 rii i r4 in nm\imuln f (A1ni hi iii huihlinh nih rItu sfutnkl dr l for inuni 0"1 pini ft 12 nun mini il ucitv ori 2n101) h i.I h m ) md t\ 0 levels of in id cj)IniL s I qi:ir d mn <',rr' r ofls(2 iu t in I IIne 17 2'1y 17.2,1.5 In-Rack Sprinkler Requirements Where Control Mode Density/Area Sprinklers Are Being Used at Ceiling. 17.2.1.5.1 In-Rack Sprinkler Clearance. The minimum of 6 in. (150 mm) vertical clear space shall be maintained be- tween the sprinkler deflectors and the top of a tier of storage. (A) Sprinkler discharge shall not be obstructed by horizontal rack members. 17.2.1.5.2 The spacing of in-rack sprinklers shall be in accor- dance with Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(0. 17.2.1.5.3* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.2.1.5.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall he installed between transverse flues to meet the maximum distance rules. 2016 Edition I I I I I I I I I - KLAUSE3RLICKNIIR. No other reproeectior or trensflr,iteclrt In any forni petmifted wIthout wrilifta perrruiaiofl o t'iFPA Fr hquhas04 to feDort u:aLtthcrtie( LI C0I1I5Ct g4f pa i3 13-212 lNSTAUATlONOFSPRlNlLERSYSTEMS NFPA 13 CRITERIA I Single-, double-, and multiple-row racks 0.80 gpm/ft2 over 1500 ft2 (32.6 mm/min over 139 m2) Plan View 25 ft. (7.6m)flEI1I1IIII 20 ft. (6.1 m) H (4.6m) (3-0 m)El F E r 11111111 __ 5ft (1.5 in) EE 111111111 Floor SRR SRR DRR MRR MRR Elevation View Note: Each square represents a storage cube measuring 4 ft to 5 ft (1,2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. to 10 ft (450 mm to 3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.4(k) Exposed Nonexpanded Group A Plas- tics Up to 25 ft (7.6 m) in Height in Up to a 35 ft (10.7 m) High Building with One Level of Closely Spaced In-Rack Sprin- klers, 17.2.1.5.5 'Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. '17 5 6 In-Rack Spnnkkr Al i md 4 Dct vlri di. inand 1oc3prink1ei s i n died in rck shalt be laghd on sirnul- tan ott. opni SIte n of the 10051 hi di ulietilli (ninE pt InkIct s as follows: 1) Eight iprinklcr whee lily one level is irstifled in racks 1.12) lowiecn sprinklers (sevcn on each j op two levcls) where more bal) one level is iiitallci in nicks 17.2.1.5.7 In-Rack Sprinkler Discharge Pressure. Spriiiklei in carl s shall discharge at not li'ss than 15 psi 1.h haj for all cIaSca of uitiinoiiit s (5 S tim ( JI) ) 17.2.2 CMSA Sprinklers for Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 17.2.2.1 Protection of single-, double-, and multiple-row rack storage for unexpanded Group A plastic commodities shall be in accordance with Table 17.2.2, 1, 17.2.2.1.1 CMSAspi'inklers shall not be permitted to protect storage on solid shelf racks unless the solid shelf racks are protected with in-rack sprinklers in accordance with 17.1.5. 2E f rn' i ui U U EU U H H H R ET TI R 5 ft ~L`l I II U EU I ,. 'Ed Ti r--LE] SRR SRR DRR R OR Eteva'ion Vie,',, Nile Es-h square re es.-'mv a s10ra55 cieu oeastlrc2 4 to S ft 12 rn to 1 5 m cii a side Actual load trs sees va' Iron approxin aId'.' 13 in, to lOft (.5O rn-n to 3 0 rn heiewr here COLId bE as fev as one trod r,as macv a ' six sesed sacs - k.t.eer in ro f prinHe s that are apad 15k dO mi .apait edtc FIGURE I7.2.1.1(1) li\po..'d None xpand d Gro.ipA Pbsstics Ur (4 25 ft 7.6 rn) in Jei lt in Up to a 35 ft '1(.7 ni) 5i4 Building stili Two h&sels of Clo.el 51'iiced In Ra k Sprir- 17.2.2.1.1.1 Where solid shehes are used, in-rack sprinklers shall be installed in every level belcw the highest sod shelf. 172.2.2 Protection shall 'De provided as specified ir Table 17 2:.2.1 or appropriate NEPA standards in terms of rnitihnwn operating pressure and the nume: of sprinklers to, he Sn- ch.ded in the design area. 17.2.2.3 Open Wood joist Construction, 17.2.2.3.1 Where CMSA tprinde.'s are installed wider open wccd jcist construction, fircstoppin.g iii accordance with 17..2.3 2 shall be provided or the rninkmiin opera ing pies- su-e of the sprinklers shall he 50 psi (3.4 bar) for a K-1 1.2 130) sprinkleror22 psi (1.5 bar) for aK-16.8 (20) pninklar. 1.2.2.3.2 Where each joist cltawnei of open woodjoist ccii- struction is fully firestopped to its full depth at intervals not exceeding 20 ft (6.1 in): the lower pressures specified in Table 17.2.2.1 shall be permitted to be used. 17.2.2.4 Preaction Systems. For the purpose of using Tab:e 172.2.1, preaction systems shall be classified as dry pipe systems. 17.2.2.5 Building steel shall not require special protection wFere Table 17.2.2.1 is applied as appropriate for the storage configuration. I 2016 Edition R 01 Storage of Class 1, 21 31 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 15 IFM CRITERIA - WAREHOUSEJ ECOH type sprinklers 23.3.2.2 Unless indicated otherwise in this data sheet, use 160°F (70°C) nominal temperature rated, ceiling-level sprinklers in sprinkler systems that can be treated as wet-pipe. Use 212°F (100°C) nominal temperature rated ceiling-level sprinklers when the ambient temperature will exceed 100°F (38°C). When 212°F (100°C) rated sprinklers are required due to ambient temperature conditions, treat their presence the same as 160°F (70°C) rated sprinklers for design purposes. See Appendix A for a definition of nominal temperature rating as well as the temperature ranges each nominal value represents. 2.3.3.2.3 Unless indicated otherwise in this data sheet, use 280°F (140°C) nominal temperature rated ceiling-level sprinklers in dry-pipe, refrigerated area, or equivalent type systems. 2.3.3.2.4 Use ceiling-level sprinklers equipped with a quick-response thermal sensing element only in wet-pipe and antifreeze solution sprinkler systems unless recommended otherwise for specific applications in this data sheet. 2.3.3.2.5 Ceiling-level sprinklers equipped with standard-response thermal sensing elements can be used for wet-pipe, dry-pipe, antifreeze solution, preaction, and refrigerated area sprinkler systems unless indicated otherwise in this data sheet. 2.3.3.2.6 Use pendent ceiling-level sprinklers in wet-pipe or antifreeze solution systems only. Upright ceiling-level sprinklers can be used for wet-pipe, dry-pipe, antifreeze solution, preaction, and refrigerated area systems unless indicated otherwise in this data sheet. 2.3.3.2.7 Use dry-pendent ceiling-level sprinklers in wet-pipe or anti-freeze solution systems only. Design and installation requirements for dry-pendent sprinklers are based on those for a wet system using ceiling-level sprinklers having the same K-factor, RTI rating, sprinkler spacing coverage and temperature rating as the dry-pendent sprinkler. 2.3.3.3 Spacing of Ceiling-Level Storage Sprinklers 2.3.3.3.1 Install ceiling-level Storage sprinklers under unobstructed ceiling construction in accordance with the linear and area spacing guidelines in Table 1, unless indicated otherwise in this data sheet See Data Sheet 2-0, Installation Guidelines forAutom atic Sprinklers, for ceiling-level sprinkler spacing guidelines under obstructed ceiling construction. Table 1. Spacing of Ceiling-Level Storage Sprinklers Under Unobstructed Ceiling Construction Ceiling Sprinkler Linear Spacing, Sprinkler Area Spacing, Height, Sprinkler Sprinkler Sprinkler ft (m) ft2 (m2) Mm, Max. Mm. Max. ft (m) K-Factor Orientation Response Up to 30 11.2 (160) Pendant or Quick or 8(2.4) 12(3.6) 80(7.5) 100 (9.0) (9.0) Upright Standard 14.0 (200), Pendent Quick or 8(2.4) 12(3.6) 64(6.0) 100 (9.0) 16.8 (240), Standard 19.6 (280), Upright Quick 8(2.4) 12(3.6) 64(6.0) 100 (9,0) 22.4 (320), 25.2 (360), Standard 8(2.4) 12(3.6) 80(7.5) 100 (9.0) 28.0 (400), 33.6 (480) 25.2EC Pendent or Quick 10(3.0) 14(4.2) 100 (9.0) 196 (18.0) (360EC) Upright Over 30 (90) 11.2 (160) Pendent or Upright Quick or 8(2.4) Standard 10(3.0) 80(7.5) 100 (9.0) 14 0 (200) ' Pen dept & Quick 8 (2.4) 10 (3.0) 64 (6.0) 100(9.0) 108 (240). UprIght Slaniiaid - 8 (24) ' 1630) 80 (7.5) )Vri(00 19.6 (280), 22A (320), 25,2 1360), 2&0 4Q0), 252EC Pendent or Quick 10(3.0) 14(4.21 100 (9.0) 196 (18.0) (360E0) I Upright 02010-2020 Factory Mutual Insurance Company. All rights reserved. I I I I I I I I ri I I [ii I I I I I L I IFM CRITERIA — WAREHOUSE I Table 8. Ceilinci-Level Protection Guidelines for Class 4 and Ca,toned Unexpanded Plastic Commodities in Open-Frame Rack Storage Arrangements Protection of Class 4 and Cartoned Unexpanded Plastic Commodities in Open-Frame Storage Racks; No. of AS @ psi (bar) -Wet System, 160OF (700C) Nominally Rated, Pendent Sprinklers Wet System, 160OF SNominally System, Sprinklers (1400C) Nominally Rated, Upright 111IM11111111=1111 ISM 0 111F7111 MMITIFI-V— WE` "W.'VN MEN b MT, IM 0 "N't MCI MIM~'M ME ME BIMINI SEE 18 SRI MM11111MA111,111 MM -01 SUMMER, 1111 1AM imp M WI___________ all An acceptable alternative design is 8 @ 40 (2.8) when a 12 ft (3.6 m) maximum linear spacing is used NOTE: SEE TABLE 13 FOR DETAILS UPRIGHT CMDA SPRINKLERS I Storage of Class 1, 21 31 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 11 I IFM CRITERIA I I 2.2.3.1.7 Treat storage racks not having flue spaces as described in Sections 2.2.3.1.1 through 2.23.1.6 as racks with solid shelves. Base the size of the shelf area on the presence of well-maintained, vertically aligned flue spaces having a minimum net width of 13 in. (150 mm). If well-maintained, vertically aligned flue spaces having a minimum net width of 6 in. (150 mm) cannot be provided, protect the racks based on the I presence of solid shelves greater than 64 ft2 (6.0 m2) in area. 2.2.3,2 Flue Spaces for Rack Storage Protected by both Ceiling-Level and In-Rack Sprinklers 2.2.3,2.1 In single-row racks, maintain all transverse flue spaces at a minimum net width of 3 in. (75 mm) I throughout the vertical height of the rack. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.2 In double-row racks, maintain all transverse flue spaces at a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Provide transverse flue spaces a maximum of every 4-1/2 ft (1.4 m) horizontally when their net width is less than 6 in. (150 mm) or when their vertical alignment cannot be maintained. The maximum horizontal distance between well-maintained, vertically aligned transverse flue spaces can be increased to 9 ft (2.7 m) when their net width is 6 in. (150 mm) or greater and a minimum 6 n.('150 mm) wide vertically aligned longitudinal flue space is provided. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.3 Longitudinal flue spaces are not required In double-row racks; however, if they are provided, maintain I a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. I 2.2.3.2.4 In multiple-row racks, maintain minimum 6 in. (150 mm) wide vertically aligned transverse flue spaces a maximum of every 5 ft (1.5 m) throughout the height of the rack. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack I sprinklers are provided at every tier level. 2.2.3.2.5 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located below in-rack sprinklers. The exception to this is storage located above a level of in-rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks becomes haphazard I during peak production), provide-wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. . 2.2.3.2.6 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through I 2.2.3.2.5 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 22.4 Pallets I 2.2.4.1 Use noncombustible or metal pellets whenever possible. 2.2.4.2 Include the combustibility of pellets in the overall commodity classification. Refer to Data Sheet 8-1, Commodity Classification, for a description of how this can be accomplished. • 2.2.4.3 Protect the storage of idle pellets in Protection not required to be treated as I Pallet Storage. solid shelving if in the first tier (4-5 ft) I 2.2.5 Special Storage Considerations 2.2.5.1 Open-Top Containers Maintained In Storage Racks Open-top containers will collect sprinkler water, keeping it from running across the top of storage and down I the flues. This will prevent water penetration to the fire in the lower levels where it is needed thus resulting in inadequate fire protection. Rack collapse may also occur if too much water is collected See Section 2.2.5.1.1 when open-top noncombustible containers are present within rack storage, or Section 2.2.5.1.2 I . when open-top combustible containers are present within rack storage. 2.2.5.1 1 Protect storage racks containing open-top noncombustible containers per Sections 2,2.5 1,3 or 2.2.5.1 4 unless one of the following exceptions is met; I 02010-2020 Factory Mutual Insurance company. All rights reserved, 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 12 FM Global Property Loss Prevention Data Sheets FM CRITERIA I Protection not required to be treated as solid shelving if in the first tier (4-5 ft) All of the storage located below the open-top noncombustible containers is either noncombustible or in noncombustible containers. All of the open-top noncombustible containers are located on the bottom her of the storage rack, The open-top containers are designed to vent water into the transverse flue space, or uniformly around the container, with minimal water collection (maximum /z in. [13 mm]) within the container. This can typically be accomplished by providing a minimum 30 percent venting area along the perimeter of the container. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking water from discharging through the container's vented area. 2.2.5.1.2 Protect storage racks containing open-top combustible containers per Sections 2.2.5.1.3 or 2.2.5.1.4 unless one of the following exceptions is met: 1) All of the open-top combustible containers are located on the bottom tier of the storage rack. Note, if the open-top containers are a higher commodity hazard than the storage located in the tier levels above them, then this option is only applicable if the sprinkler protection is capable of adequately protecting these containers as if they were closed-top and stored throughout the entire height of the rack. 2)The open-top containers are designed to vent water into the transverse flue space, or uniformly around the container, with minimal water collection (maximum 1/2 in. [13 mm]) within the container. This can typically be accomplished by providing a minimum 30 percent venting area along the perimeter of the container. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking water from discharging through the container's vented area. 2.2.5.1.3 When the open-top container hazard is not addressed in accordance with Sections 2.2.5.1.1 or 2.2.5.1.2 and the storage racks are either open-frame or have solid shelves up to 64 ft2 (6.0 m2) in area, provide sprinkler protection for the racks as though 20 to 64 ft2 (2.0 to 6.0 m2) solid shelves are present. In addition, at least one level of in-rack sprinklers is needed for any storage in excess of 10 ft (3.0 m) high. Install in-rack sprinklers in accordance with Figure 11 for single-row racks, Figure 13 for double-row racks, or Figure 14 for multiple-row racks at the vertical tier heights where in-rack sprinklers are recommended per Section 2.3.4.7. 2.2.5.1.4 When the open-top container hazard is not addressed in accordance with Sections 2.2.5.1.1 or 2.2.5.1.2 and the storage racks have solid shelves greater than 64 ft2 (6.0 m2) in area, protect the rack storage based on presence of solid shelves greater than 64 ft2 (6.0 m2) in area and install in-rack sprinklers in accordance with Figure 11 for single-row racks, Figure 13 for double-row racks, or Figure 14 for multiple-row racks. 2.2.5.1.4.1 For double-row racks, the horizontal distance between face sprinklers can be increased to 10 ft (3.0 m) when (1) there is only a single transverse flue space between the face sprinklers, and (2) solid shelves greater than 64 ft2 (60 rn2) in area are at all tier levels, or all of the tier levels without solid shelves that are located below the tier level with solid shelves have transverse flue spaces that are vertically aligned. 2.2.5.1.4.2 For multiple-row racks, the horizontal in-rack sprinkler arrangement can be in accordance with Figure 10 when (1) there is only a single transverse flue space between in-rack sprinklers, and (2) solid shelves greater than 64 ft2 (6.0 m2) in area are at all tier levels, or all of the tier levels without solid shelves that are located below the tier level with solid shelves have flue spaces that are vertically aligned. 2.2.5.2 Portable Racks Portable racks are designed to be transported with fork-lift trucks. They are typically found to have wire mesh siding with solid bottoms; however, they can be arranged in various configurations of solid or non-solid sides and bottoms. Commodity stored in portable racks burn differently than cartoned commodities maintained in storage racks, as the initial fire within a portable rack does not involve a surface fire on the outside of a cardboard box, but rather the actual commodity stored inside the portable rack. This generally results in a more challenging fire when compared to fires in open-frame storage racks. If the portable racks are not provided with proper flue spaces between them (or with another means of allowing heat from a fire to vent vertically while at the same time water from sprinklers to penetrate down through them), fire control will not be possible. 02010-2020 Factory Mutual Insurance Company. All rights reserved. 3 8-9 Storage of Class 1, 21 3, 4 and Plastic Commodities Page 28 FM Global Property Loss Prevention Data Sheets 2.3.4.1,1 When in-rack sprinklers are needed as a supplement to ceiling-level sprinklers, as outlined in Section 2.3.4,2, use FM Approved in-rack sprinklers listed in the Approval Guide, an online resource of FM Approvals, under the heading of Storage Sprinklers (In-Racks). 2.3.41.2 If in-rack sprinklers are recommended in Section 2.3.4.2 for the rack storage arrangement and commodity hazard involved, use the following procedure to determine the recommended protection for both the ceiling and in-rack sprinkler systems: Determine the available horizontal in-rack sprinkler arrangements per Section 2.3.4.6 Determine the available vertical increments between in-rack sprinkler levels per Section 2.3.4.7 Determine the in-rack sprinkler system design guidelines per Section 2.3.4.8.1 Determine the ceiling-level sprinkler system design guidelines when supplemented with in-rack sprinklers per Section 2.3.4.8.2 Determine the hose demand and duration for the combined ceiling-level and in-rack sprinkler system per Section 2.3.5. 2.3.4.1.3 See Sections 2.3.6.3 through 2.3.6.7 for additional in-rack sprinkler protection recommendations that supplement the recommendations obtained from this section. When ftf Rack Sprinklers are Needed The need for in -tack sprinklers is dependent on several parameters including commod ty hazard ceiling ieiqht available water supply, the presence of solid shelves and the width and location of flue spaces See flAppendix A for an explanation of how the width and location of flue spaces affects the classification of rden-tranie racking. The following guidelines indicate when in-rack sprinklers are needed, Also see Figure 3 for a flowchart summarizing when n-rack sprinklers are recommended.In-rack sprinklers may also be reeded if open top containers are present see Section 2 2,51 for guidance 2.3.4.2.1 Open-Frame Racks The ceiling-level protection table's 'in Section 2.3.3.7 are based on storage racks, fixed-in-place or portable, that meet the definition of open-frame. In-rack sprinklers are needed when the ceiling-level protection tables do not offer a design option for a given ceiling height. In-rack sprinklers are also needed if the available water supply cannot provide the required flow and pressure for any ceiling-only protection option. 2.3.4.2.2 Racks With Solid Shelves 20 to 64 ft2 (2.0 to 6.0 m2) in Area In-rack sprinklers are needed within storage racks having solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in surface area under the following conditions: Class I through 4 and cartoned plastics are stored higher than 15 ft (4.5 m) under a ceiling up to 30 ft (9.0 m) high, or Uncartoned plastics are stored higher than 10 ft (3.0 m) under a ceiling up to 30 ft (9.0 m) high, or The ceiling height exceeds 30 ft (9.0 m), or The available water supply cannot provide the flow and pressure needed for any ceiling-only protection option that is acceptable in the presence of solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in surface area. 2.3.4.2.3 Racks With Solid Shelves Greater than 64 ft2 (6.0 m2) in Area In-rack sprinklers are needed within storage racks at all tier levels equipped with solid shelves greater than 64 ft2 (6.0 m2) in area. 02010-2020 Factory Mutual Insurance Company. All rights reserved. No Will the available water upply be able to meel he flow and pressure demand of a ceiling- Will Will Will the storage racks No the storage a maximum have solic?shelve s No n-rack sprinklers Yes meet the requirements racks than 64 ft2 ceiling height be over will be needed. I Yes to be open-frame? (6.r 1:in Hy. Yes No re Ae Will any ceiling- .' only options from the () ers In-rack sprinklers the commodity hazard be Class 1 - 4 or cartoned \MII the No storage height applicable ceiling-level rack storage protection will be needed. be greater than 10 ft plastics? (3.0 m)? table? Yes Yes Will the available water Will supply be able to meet No the flow and pressure In-rack sprinklers the storage be maintained Yes demand of a ceiling- will be needed. in open-top only protection containers? option? No Yes Yes Will the Will the available water In-rack sprinklers In-rack sprinklers Yes storage height be greater than 15 It No supply be able to meel the flow and pressure are not needed, will be needed, (4.5 m)? demand of a ceiling- only protection option? See the definition for open-frame rack in Appendix A. See guidelines regarding open-top containers if they are present. Fig 3. Flowchart for calu(iog the need for in-rack sprinklers In-rack sprinklers will be needed. In-rack sprinklers are not needed. No In-rack sprinklers will be needed. I I I I I I I I I I I I I I I I I I. I 8-9 Storage of Class 1, 21 39 4 and Plastic Commodities Page 32 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I CEILING HEIGHT> 30 FTI SeeSection 22.5.1 th Storage be to determine the open-top containers? C1 recommended hadnontul In-each sprinkler Only in first tier ft) I arrangement - (4-5 No 1See Section 2.2.5.1.1 Wile minimum 6in. I I (ISO mm) veelicat 0 The in-reck layout clearance be provided between shown in Figure tIn the top at storage and 1110 needed. in-rack upninider detector? Yen Will the The in-rack layout"\ single-raw tucks be equipped with shown in Figure 8 is acceptable. horizontal kernels? NO VM the single-row racks be equipped with Yes The in-rack layout\ solid shelves greater th000l in Figure 8 is than 64 ft (6.0 rn') acceptable. In area? No WI Ihavingie-row No themaaimum rocks 0100105 ceWOI9 height be No mein -rack t nYcD thswn in Figure 8 in requbemeelS to be soot 2511 acceptable. epee-freme?' (7.5 m)? Yes Yen The vi-Fe layout \ =rack 5OJ'\ shows in Figure Ills shownine Figure Ills needed. No 'eMs the maximum ceOisg height be too Will the highest Wit No the max imtam Wit No Wllthe No the maximum commodity hazard oeer45S(13.5 or) or the maximum srottge commodity h azar d be Class 3 ceiling height be 254(7 be uncarloned ceiling height be 35 It (10,5 m) height be of lest? or to plastics? or less? over 2511 (7.5m)? yes Yes Yes Yes Yes The in-rock /1The ncrachlafour (n-renklaY0\ showrnia Figure It. stronenln Figure Figure is In-rack layout" In-rock layout\ ( etrThe own In Figure It is aknwrr in Figure Sit or horn Section 2,3,6, acceptable. ,) acceplable. Is needed. asetabtj ,,,,,,,, J See tre definition for open-Irarrie rack in /Mpendln A. See guldolnes regarding open-top combustible containers it they are present. . /'C i.JIiJII IU 1l€JU i ILli LlLL.II tCl -if ULØI..lh .fJ1 UlI'fCf CU Cf 1.) LU UU &U.LU LU C 02010.2020 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 21 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 39 IFM CRITERIA IICE1LING HEIGHT> 30 FTI 2.3.4.6.2 Horizontal Lay-Outs for IRAS(E) In-Rack Sprinkler Arrangements 2.3.4.6.2.1 Figures 11, 12, 13, and 14 represent IRAS(E) arrangements for single-row, double-row, and multiple-row rack storage arrangements. IRAS(E) horizontal in-rack arrangements may be used whenever IRAS(EO) arrangements are acceptable, but are required for conditions where IRAS(EO) arrangements are unacceptable. 2.3.4.6.2.2 The in-rack sprinkler arrangement indicated in Figure 12 is acceptable for double-row racks up to 9 ft (2.7 m) deep. It is also acceptable for double-row racks up to 12 ft (3.6 m) deep for ceiling heights not exceeding 30 ft (9.0 m). For open-frame double-row racks over 9 ft (2.7 m) deep and up to 12 ft (3.6 m) deep not equipped with horizontal barriers under ceilings higher than 30 ft (9.0 m), use the in-rack arrangement indicated in Figure 13. 2.3.4.6.2.3 When arranging protection in accordance with an IRAS(E) arrangement, ensure the maximum horizontal distance between transverse flue spaces is 8 ft (2.4 m). If the horizontal distance between every transverse flue space is greater than 8 ft (2.4 m), install in-rack sprinklers horizontally at the midpoints between transverse flue spaces such that the horizontal distance between in-rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.2.4 Ensure the minimum distance between transverse flue spaces is greater than 2 ft (0.6 m); otherwise, in-rack sprinklers can be installed at every other transverse flue space. x X 8ft(2.4m) max. between every transverse flue space X 1• 2ft(0.6m) mm. between every transverse flue X space _T_ X X Fg 11 P!an vie oP4S(E) ,i rack spnr7rrrargement for sg!e rov racks 02010-2020 Factory Mutual Insurance Company. All rights reserved. Eli I I I I I I I I I I I I I I I I I I I Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 33 FM CRITERIA I tCEILING HEIGHT> 30 FTI Wil the storage See Section -5 ft) Only in first tier (4 - I open-r Op container recommended horiz n be in-rack spit nkle arr emen See Section 2.2.5.1.1 No Willa minimum 6 ' See Figure C to (l5Omnn)vertical No determine % clearance be provided between lRAS(E) kr-rock the lop of storage end the \.uprirklerarrangement in-rack sprinkler is recommended. deflector? Yes Will the double-row Yes The in-rock lay-out racks be equipped with shown in Figure is horizontal acceptable. borders? No Will the double-row racks be equipped with Yea The in-rack lay-eat solid chaises greater aheem in Figure 911 than 64k' .o 2> arsept in area? No Wit the Will double-row No the maximum No The in-rack layout racks meet the OblOng height chews Ic Figure 6 In 1;) requirements to be be ooer 251`1 acceptable. open-home? (7.5 or)? Yes Sea Figure St. Yes I determine which iRAS) irr-ruck ) See Figure 6(0 determine which \ pdnhler arrangement \ Is recommended. (I. tRASIE) in-rack sprinklerarrangement I In recommended, No Will the maximum Will Wilt the Will ceiling height be No Wit the No the maximum N commodity Na the maoirourrr over 4511(13.5 m) highest cnrrrmotjltv ceiling height hazard be ceiling height or the maximum storage hazard be Clans be 259 uncartoned be 356 height he over or loss? (7.5 m) a, plaukcs? (10.5 sri) or 255(7.6 m)? - - less? dos? Yes Yes Yes Yea Yea See Figure 610 '\ determine which In-rack determine wtricli The layout See Figure 610 tRAEl id-rack Cnir win The n-rack laaaa1j f'The in Figere Si I ahawn in Figma 9 is lRAS)61 5400k shown in Figu sprinkler arrangement acceptable . acceptable. uprinlder arrangement a aoepreble._) Is recommended. 10 lecomerosded, See the definition for open-frame rock in Appendix A. See guidelines regarding open-top combustible containers If they are present. Fig. 5. Recommended horicontol in-rack sprinkler arrangements for dcuble-mw racks 02010-2020 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 21 31 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I Will the double-row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? jYe s ( The in-rack layout shown in Figure 12 is acceptable. Will the 001, double-row racks be equipped with horizontal barriers? TTO ,' Will the " maximum ceiling height be less than or equal to 30 ft 9.0 Yle s H The in-rack layout shown in Figure 12 is acceptable. Yes ( The in-rack layout shown in Figure 12 is acceptable. r The in-rack layout shown in Figure 13, or from Section 2.3.6, is needed. Fig 6 Recommended hor/zona/ /RA 3(3) in-mck spri7Aler arranQcrnents for douh&-w rack, 02010.2020 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 21 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 41 IFM CRITERIA I [CEILING HEIGHT> 30 FTI X x x___ H I _ x I _ x I ___ x x 8ft(2.4m) ma)(. between every transverse flue X space 2 ft (0.6 m) mm. between every transverse flue space x________ x _ _ X x x___ H _ X x x___ H x x x F/si. 13, P!8r1 view of IRA S(E) in-rack sprinkler arraiiqement for double-rov racks I I I I I F I 02010-2020 Factory Mutual Insurance Company. All rights reserved. I I IT] Ii I Ii I I I I I I 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 44 FM Global Property Loss Prevention Data Sheets IFM INSURANCE CRITERIA I Will the storage racks In-rack sprinklers are needed below all tier be equipped with solid shelves greater Yes levels with solid shelves than 64 ft2 greater than 64 ft' (6.0 m2)? (6.0 m2). No Will the vertical in-rack sprinkler the Maximum recommended storage rack>meet No crements are lOft (3.0 m) for cartoned plastic cornmoc1ties en fram and 15 ft (4.5 m for all other commodityhazards.* Yes The maximum Will the recommended vertical highest commodit>Ye increment for in-rack hazard be Class spnnklers is 25 ft or less? (7.5 m).* ill The maximum modityN Yes recommended vertical artoned increment for in rack ne anded sprinklers is 20 ft iNo less / Will the The maximum highest commodity recommended vertical hazard be increment for in-rack inc expanded sprinklers is 15 ft plastics? 4.5 m).* ( No The maximum recommended vertical increment for in-rack sprinklers is ia ft (3 0 ni.* *Limit the storage above the top level of in-rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open-frame rack in Appendix A. See guidelines regarding open-top containers if they are present. Fig, 15. Recommended vertical in-rack spnnkier increments 02010-2020 Factory Mutual Insurance Company. All rights reserved. Page 45 Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets 2.3.4.7.1 Vertical Increments of In-Rack Sprinklers in Open-Frame Racks Unless indicated otherwise in this data sheet, limit the height of storage above the top level of in-rack sprinklers to a maximum of 10 ft (3.0 m). 2.3.4.7.1.1 When in-rack sprinklers are needed to supplement ceiling-level sprinklers in open-frame storage racks, the following maximum vertical increments can be used, based on commodity hazard: . Class 1 - 3 Commodities: 25 ft (7.5 rn) . Class 4 and Cartoned Unexpanded Plastics: 20 ft (6.0 m) Cartoned Expanded Plastics: 15 ft (4.5 m) Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.1.2 These maximum vertical increments can be applied to the horizontal in-rack sprinkler layouts indicated in Figures 8 through 11 as well as Figures 13 and 14; however, they do not apply to the horizontal in-rack sprinkler layout shown in Figure 12 when the ceiling height exceeds 30 ft (9.0 m). See Section 2.3.6 for possible exceptions when the ceiling height exceeds 30 ft (9.0 m) high. 2.3.4.7.2 Vertical Increments of In-Rack Sprinklers in Racks Having Solid Shelves 20 to 64 ft2 (2.0 to 6.0 m2) in Area When in-rack sprinklers are needed to supplement ceiling-level sprinklers in storage racks equipped with solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in area, the following maximum vertical increments can be used, based on commodity hazard: Class 1 —4 and Cartoned Plastic Commodities: 15 ft (4.5 ni) Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.3 Vertical Increments of In-Rack Sprinklers in Racks Having Solid Shelves Greater than 64 ft2 (6.0 m2) in Area When in-rack sprinklers are needed to supplement ceiling-level sprinklers in storage racks equipped with solid shelves greater than 64 ft2 (6.0 m2) in area, in-rack sprinklers are needed directly under every tier level where these types of shelves are provided. 2.3.4.8 Design Guidelines for Ceiling-Level and In-Rack Sprinklers The design guidelines for in-rack sprinklers are dependent on the commodity being protected, the number of in-rack sprinkler levels installed, and the height of storage above the top level of in-rack sprinklers. The design guidelines for ceiling-level sprinklers that are supplemented with in-rack sprinklers are dependent on the commodity being protected, the horizontal in-rack sprinkler layout provided, and the height of storage above the top level of in-rack sprinklers. 2.3.4.8.1 Design Guidelines for In-Rack Sprinklers 2.3.4,8.1.1 Design in-rack sprinkler systems per in Table 12. 2.3.4.8,1.2 Balance the in-rack sprinkler system water demand with the ceiling-level sprinkler water demand at the point where the two systems are connected. 2.3.4.8.1.3 Unless indicated otherwise, ensure the minimum operating pressure of the in-rack sprinklers is 7 psi (0.5 bar). Table 12 Hvdta u/ic Lecuqn for (n-Rack SorThkler SvsteTs Commodity Hazard Storage Height Above Top Level of IRAS, ft (m) No. of Installed IRAS Levels IRAS Design, No. of Sprinklers IRAS Design, Min. Flow per Sprinkler gpm (Limin) Class 1-3 :5 10 (3.0) 1 6 22 (85) 2 or more 10 (5 on 2 levels) 22 (85) Cl ,, 4 and Pas(ics 10 (3.0j 1 8 30 (115) ci more 14 7 DO 2 levels) 30 11) 02010-2020 Factory Mutual Insurance Company. All rights reserved. I I I I I [1] I I I I I 1 I I I I I I I 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 46 FM Global Property Loss Prevention Data Sheets I F M CRITERiA I 2.3.4.8.1.4 Unless indicated otherwise in this data sheet, the maximum water delivery time for any dry-type in-rack sprinkler system is 60 seconds and is based on the operation of the hydraulically most remote in-rack sprinkler. 2.3.4.8,2 Design Guidelines for Ceiling-Level Sprinklers in Combination with In-Rack Sprinklers 2.3.4.8.2.1 When storage racks are protected with in-rack sprinklers in accordance with Section 2.3.4, obtain the applicable ceiling sprinkler system design using Table 13. Determine both (1) the applicable protection table (Tables 7, 8 or 10), and (2)the applicable ceiling height to use within the indicated protection table. Note that the protection table indicated by Table 13 may not be specific to the commodity hazard being protected. '"' ilTh'i*ei e Siipplemenrea vi l In Pack Sp mi Commodity Hazard IRAS Arrangement Maximum Storage Height Above Top IRAS Level, ft (rn) Maximum Clearance Between Top of Storage and Ceiling, ft (m) Applicable Ceiling-Level Sprinkler Protection Table Ceiling Height In Applicable Protection Table, It (m) Class 1, 2 and 3 RAS(Eo) 5(1.5) 5 (1.5) 7 10 (3.0) 20 (6.0) 7 20(6.0) 10 (3.0) 20(6.0) 7 20(6.0) IRAS(E) 5 (1.5) IC (3.0) 7 10(3,0) 20 (6.0) 7 20(6.0) 10 (3.0) 20(6.0% 7 20(6.0) Class 4, Cartoned Unexpanded Plastics and IRAS (EO) ' ' 50.5) ____________ 5 (1.5) 8 10(3.0) 20 (6.0) 8 15(4.5) 10 (3.0) 15 (4.5) 8 15(4,5) 20(6.0) 8 20(6-0) Cartoned Expanded Plastics IRAS (E) - 5(1.5) 10(3.0) 8 10(3.0) 20(6.0) 8 15(4.5) 10(3.0) 20(6.0) 8 15(4.5) rr'd IRAS (EO) 50-5) 5 i.51 8 10 (30) 20(6.01 8 15 (4.5) 10 (3.0) 5(1.5) 8 15(4.5) 15(4.9-11 10 15(4,5) 20(6-0) 10 20(6.0) 5(1.5) 8 10(3.0) 10(3.0) 5(1.5) 8 15(4.5) 10(3.0) 8 20(6.0) 15(4.5> '10 15 (4.5) 20,'6.0) 10 20 (6.0) * When this distance is greater than 20 ft (6.0 m), see Section 2.3.3.7.3 for guidance. 2.3.4.8.2.2 Use the ceiling height indicated for an IRAS(E) arrangement when in-rack sprinklers are used in combination with horizontal barriers or when in-rack sprinklers are installed under solid shelves. 2.3.4.8.2.3 Balance the ceiling-level sprinkler system water demand with the in-rack sprinkler system water demand at the point where the two systems are connected. 2.3.4.9 Design Guidelines for Fire Protection Scheme 8-9A See Appendix A, Fire Protection Scheme 8-9A, for a description of the intent of this protection arrangement as well as an example of its use. 02010-2020 Factory Mutual Insurance Company. All rights reserved, 101 101 Storage of Class 1, 21 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 51 IFM CRITERIA I ThLje 14, He Denrid d l'sti S;ppIy Durion DesJn Guidelines Sprmkier Type by Spacing No of Sprinklers in Ceiling Design Hose Demand, ppm IJmin) Duration, mm Up tot2 25495Q) CD 13 to 19 500(1,900) 90 20 or more 500 (1,900) 120 Extended-coverage Up to 6 250 (950) 60 87 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 Llmin) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-½ in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial-stage firefighting as well as for after-extinguishment mop-up operations. Supply small hose lines from any of the following: A separate piping system for small hose stations, or Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or Adjacent sprinkler systems, or Ceiling sprinklers in the protected area when separately controlled in-rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas sUbject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling-Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry-Pipe U and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 I commodities by ceiling-level sprinklers on dry-pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling-level protection without the need for in-rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. I 2.3.6.1.1 Acceptable storage arrangements include solid-piled palletized, shelf, bin-box, and open-framed racks. Note that push-back type flow-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard-response ceiling-level Storage sprinklers having a nominal I temperature rating of 280°F (140°C) on a tree-type dry-pipe or similar sprinkler system. Dry-pipe, non- interlocked pre-action and single-interlock pre-action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-90C). For ambient temperatures that can drop below 16°F (-9°C) I install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non-interlocked pro-action, single-interlocked pre-action or refrigerated-area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire I Defection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre-action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling-level sprinkler system design options for Class 1 I and 2 commodities or Table 14b for Class 3 commodities. I 02010-2020 Factory Mutual Insurance company. All rights reserved. I St- d ec ....... .... bya HydrauIi cáUksigneci Automatic SprinklerSystem. Date Installed - C1iII1II11L![ 18UA 2. Residual Pressure at The Base of The R ser 87.7 PSI __ j Installed by: ite L Hunte Jr.. C-16 i 676834 L FIRE PRO (323) 864 3238 im 1Ti)LJ\rLAcARL)-... I I I I I ATTACHMENT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS I PROTECTED BY (DROPPED) CEILING I CMDA SPRINKLER SYSTEM I HIGH-PILED STORAGE (COLD ROOM) I I I I I I I I 1 11 o II o O SHIPPING AND II RECEIVING 1401 o o I] AIRLOCK 1403 0 SAMPLING - --- 11 FLAMMABLE Li STORAGE [I CORROSIVE n STORAGE II .. -.- ""........... WAREHOUSE n OPERATORS II OFFICE 14 SUPE VISORS - inn RI ON ' v 7311 1-6 -- --Y - — 1 MAINTENANCE SHO PALLET STORAGE 11 ROOM L =4 = I= C= 4 = K== = = C C y-axis 3.0 in 6.1 in 9.1 in 40 40 x-axis 10 20 30 Ceiling height (ft) nt.nu,z,uL.r,pdrr.. 'dv uI'il ,epluljuullvll VI I,nlVl -.)a,nu <lIly IVIllI IIlIll7I ,lL,Il Iwlum,, dI<lllI.'Il<lVII VI fllVlll!.(%lI!Oc: VI SS'I'.pV '''<C" •u 13-144 INSTALLATION OF SPRINKLER SYSTEMS 11.2.3.2.3 Quick-Response Sprinklers. 11.2.3.2.3.1 Where listed quick-response sprinklers, includ- ing extended coverage quick-response sprinklers, are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall he permitted to be reduced without revising the density as indi- cated in Figure 11.2.8.2.3.1 when all of the following condi- tions are satisfied: Wet pipe system Light hazard or ordinary hazard occupancy 20 ft (6.1 m) maximum ceiling height No unprotected ceiling pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2 (3.0 m2) No unprotected areas above cloud ceilings as allowed by 8.15.24 Note: y-+ 55 for U.S. Customary Units Note: y = -4.8x + 54.6 for S. 1. Units For ceiling height z10 ft and 20 ft, y = + 55 For ceiling height <10 ft, y40 For ceiling height >20, y = 0 For SI units, 1 ft = 0.31 in. FIGURE 11.2.3.2.3.1 Design Area Reduction for Quick. Response Sprinklers. 11.2.3.2.3.2 The number of sprinklers in the design area shall never he less than five. 11.2.3.2.3.3 Where quick-response sprinklers are used on a sloped ceiling or roof, the maximum ceiling or roof height shall he used for determining the percent reduction in design area. 11.2.3.2.4 Sloped Ceilings. The system area of operation shall be increased by 30 percent without revising the density s'Iien the following types of sprinklers are used on sloped ceilings with a pitch exceeding 1 in 6 (a rise of 2 units in a run of 12 units, a roof slope of 16.7 percent) in nonstorage applications: Spray sprinklers, including extended coverage sprinklers listed in accordance with 8.4.3(4), and quick-response sprinklers CMSA sprinklers IT 2 3 2 Dr Pp. 'md Double 1ntrkcl Prauon 8ssu.ms 10I01 (II'I I' StC1I d rl h UI1CTll I I P' [{I11 O1C1fl5. the ICC Cf SpIJIIPC'I Opel alien StIdil 1 jRrc,Iced h faclt toit t iPn: the dt I 00 11.2.3.2.6 High-Temperature Sprinklers. Where high- temperature sprinklers are used for extra hazard occupan- cies, the area of sprinkler operation shall be permitted to be reduced by 25 percent without revising the density, hut not to less than 2000 ft2 (186 012). 11.2.3.2.7 Multiple Adjustments. 11.2.3.2.7.1 Where multiple adjustments to the area of opera- tion are required to be made in accordance with 11.2.3.2.3, 11.2.3.2.4, 11.2.3.2.5, or 11.2.3.2.6, these adjustments shall be compounded based on the area of operation originally se- lected from Figure 11.2.3.1.1. 11.2.3.2.7.2 If the building has unsprinklered combustible concealed spaces, the rules of 11.2.3.1.4 shall be applied after all other modifications have been made. 11.2.3.3 Room Design Method. 11,2.3.3.1 Thu water supple r(qLtii nents for Splinklels ent shall he haId upon the room that creates the glealest ii'- macid. 11.2.3.3.2 ihe deiv,iivcute ted shall he tllet ftont Figure 11 .2.3. Li con'eap)tIcling to the eLI UIUlI5 11a7al drlasohte ttoll I1(1 C lIon] siZC 11.23.3.3 lb rtjhiye the ooiss desipn isethed, all croons cisail he CC olosed with walls hasing a fiiu-iecistauie eating equal in tiv~ on I supply clncouoll in l,cotr'd ill T'rhk 11.2..'3_J,2, 11.2.3.3.4 If the room is smaller than the area specified in Figure 11.2.3.1.1, the provisions of 11.2.3.1.4(1) and 11.2.3.1.4(2) shall apply. 11,2.8.3.5 Minimum protection of openings shall be as fol- lows: Light hazard - Nonrated automatic or self-closing doors. Light hazard with no opening protection —Where open- ings are not protected, calculations shall include the sprinklers in the room plus two sprinklers in the commu- nicating space nearest each such unprotected opening unless the communicating space has only one sprinkler, in which case calculations shall be extended to the opera- tion of that sprinkler. The selection of the room and com- municating space sprinklers to be calculated shall be that which produces the greatest hydraulic demand. For light hazard occupancies with unprotected openings in walls, a minimum lintel of depth of in. (200 mm) is required for openings and the opening shall not exceed 8 ft (2.4 m) in width. It shall be permitted to have a single opening of 36 in. (900 mm) or less without a lintel, provided there are no other openings to adjoining spaces. Ordinary and extra hazard - Automatic or self-closing doors with appropriate fire resistance ratings for the enclosure. 11.2.3.3.6 Where the room design method is used and the area under consideration is a corridor protected by a single row of sprinklers with protected openings in accordance with 11.2.3.3.5, the maximum number of sprinklers that needs to be calculated is five or, when extended coverage sprinklers are installed, all sprinklers contained within 75 linear feet (23 linear meters) of the corridor. 2016 Edition Density (mm/mm) 70 41 El 8.1 10.2 12.2 14.3 M SEEM am c ,' .. a OWN .. NOuIIuIam•uIuuIauu•uu..mm Sam :L i au..uiurnSE ..ukyiiituLwm.Iiliui.u.ama. .u1ImIau.lI..uuuuaaI.m.IIi. !I 0.10 0.15 0.20 0.25 0.30 0.35 Density (gpm/ft2) 1500 0.05 E C 372 a 0 ID 279 CL W 232 ' Co 186 16.3 465 139 0.40 5000 a in ' 2500 (0 2000 LAUStCRUCKNtR. No other reproduction or IrnsrThovor in any form pernllitled without written permission of NFPA For inquires or to report urwulrronzect use, Contact iice.Iiungqmpa orct. DESIGN APPROACHES 13-143 FIGURE 11.2.3.1.1 Density/Area Curves. Tble 11.2.34.1'.2 hose Strenm Allowance and Water Supply Divation Requirenients. for Hydraulically Calculated Svst cots TotJ Combined Inside and Outside Inside Hose Ilosa Duration gpin Limbs ppm L/min Occupancy (nñnu(es) Light h:sauct 0, 50, or U. 100, r 100 30 50 100 Ordi 0. 00.1 0, 1911. or 500 550 oh-90 .751(1 1011 300 Eatra htiz:rcl 0, 50, or 0, 19o' c'? 500 1500 00-150 100 030 to the bottom of solid wood joists or solid limited- combustible construction or noncombustible construction so as to create enclosed joist spaces 160 ft5 (4.5 m) or less in volume, including space below insulation that is laid di- rectly on top or within the ceiling joists in an otherwise sprinklered concealed space. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the materials have been demonstrated to not propa- gate fire more than 10.5 ft (3.2 m) when tested in accor- dance with ASTM E84, Standard Test Method for Swface Burning C/iaracte:iciics of Building Materials, or ANSI! UL 723, Stand ard for Test for Su?face Burning Characteristics of Building Materith, extended for an additional 20 min- utes in the form in which they are installed in the space. Concealed spaces in which the exposed materials are constructed entirely of fire-retardant-treated wood as de- fined by NFPA 703, Concealed spaces over isolated small rooms not exceed- ing55 ft2 (5A m2) in area. Vertical pipe chases under 10 ft° (0.9 m2), provided that in multifloor buildings the chases are firestopped at each floor using materials equivalent to the floor con- struction, and where such pipe chases contain no sources of ignition, piping shall he noncombustible, and pipe penetrations at each floor shall be properly sealed. 2016 Edition Exterior columns under 10 ft9 (0.9 m2) in area formed by studs or wood joists, supporting exterior canopies that are fully protected with a sprinkler system. *Light or ordinary hazard occupancies where noncom- bustible or limited-combustible ceilings are attached to the bottom of composite wood joists either directly or on to metal channels not exceeding 1 in. (25 mm) in depth, provided the adjacentjoist channels arc firestopped into volumes not exceeding 160 ft (45 m3 ) using materials equivalent to ½ in. (13 mm) gypsum board, and at least 3'/ in. (90 mm) of batt insulation is installed at the bot- tom of the joist channels when the ceiling is attached utilizing metal channels. 11.2.3.2 Density/Area Method. 11.2.3.2.1 Water Supply. 11.2.3.2.1.1 The water supply requirement for sprinklers only shall be calculated from the density/area curves of Figure 11.2.3.1.1 or from Chapter 22 where density/area criteria are specified for special occupancy hazards. 11.2.3.2.1.2 When using Figure 11.2.3.1.1, the calculations shall satisfy any single point on the appropriate density/area curve. 11.2.3.2.1.3 When usingFigure 11.2.3.1.1, itshall not be nec- essary to meet all points on the selected curves. 11.2.3.2.2 Sprinklers. 11.2.3.2.2.1 The densities and areas provided in Figure 11.2.3.1.1 shall be for use only with spray sprinklers. 11.2.3.2.2.2 Quick-response sprinklers shall not be permitted for use in extra hazard occupancies or other occupancies where there are substantial amounts of flammable liquids of- combustible dusts. 11.2.3.2.2.3 For extended coverage sprinklers, the minimum design area shall be that corresponding to the hazard in Fig- ure 11.2.3.1.1 or the area protected by five sprinklers, which- ever is greater. 11.2.3.2.2.4 Extended coverage sprinklers shall be listed with and designed for the minimum flow corresponding to the density for the hazard as specified in Figure 11.2.3.1.1. 3 I'L.PSUOCIIMJS,tS,4V. ,,VS,,I..?II cqdlu'JIfl4IVII VI ,IOIsa,s',IsaIsI,I Ilsally 11,1111 PCISII!I!VU SVIIIIIIUI Iss, VI II Sfl! II I.1VS5 VI IV IS555VI *V••IV!I£.!?V I•VV V•II VsI•.V.!! ss' 1 13-162 INSTALLATION OF SPRINKLER SYSTEMS Chapter 15 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Plastic and Rubber Commodities 15.1 General. This chapter shall apply to palletized, solid- piled, bin box, shelf, or back-to-back shelf storage of plastic and rubber commodities. The requirements of Chapter 12 shall apply unless modified by this chapter. 15.1.1* Storage Conditions. The design of the sprinkler sys- tem shall he based on those conditions that routinely or peri- odically exist in a building and create the greatest water de- mand, which include the following: Pile height Clearance to ceiling Pile stability Array 15.2* Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Plastic and Rubber Commodities. 15.2.1 Storage 5 ft (1.5 m) or Less in Height. For the storage of Group A plastics stored 5 ft (1.5 m) or less in height, the sprinkler design criteria for miscellaneous storage specified in Chapter 13 shall be used. The protection criteria in Chap- ter 13 shall be acceptable for storage of Group plastic com- modities up to and including 5 ft (1.5 m) in height. ('See Table 13.2. ifor specific Group A plastic storage height protection ciiteria.) 15.2,2* Storage Over 5 ft (1.5 m) in Height. 15.2.2.1 Protection for plastic and rubber commodities shall be in accordance with Section 15.2. The decision tree shown in Figure 15.2.2.1 shall be used to determine the protection in each specific situation, subject to the following limitations: Commodities that are stored palletized, solid piled, or in bin boxes up to 25 ft (7.6 m) in height. Commodities that are stored in shelf storage up to 15 ft (4.6 m) in height. Commodities that are stored using back-to-back shelf stor- age tip to 15 ft (4.6 in) in height. The minimum aisle width shall be 60 in. (1.5 rn) The design criteria shall be in accordance with Table 15.2.2.1. The back-to-hack shelf shall have a full height solid vertical transverse barrier of % in. (10 mm) plywood or particleboard, 22 gauge sheet metal, or equivalent, from face of aisle to face of aisle, spaced ata maximum 45 ft (14 m) interval. The transverse barrier shall be permitted to terminate at the longitudinal barrier. 15.2.2.2* Factors affecting protection requirements such as closed/open array, clearance to ceiling, and stable/unstable piles shall he applicable only to storage of Group A plastics. This decision tree also shall be used to determine protection for commodities that are not wholly Group A plastics but. con- tain such quantities and arrangements of the same that they are deemed more hazardous than Class IV commodities. 15.2.2.3 Group B plastics and free-flowing Group A plastics shall be protected in the same manner as a Class IV commod- ity. (See Chapter 14 for protection. of these storage commodities with spray sprinklers.) 15.2.2.4 Group C plastics shall be protected in the same man- ner as a Class ill commodity. (See Chapter 14forproreciion of these storage commodities with spray sprink/is.) 15.2.2.5* Design areas and densities for the appropriate stor- age configuration shall be selected from Table 15.2.2.5(a) or Table 15.2.2.5(1)) as appropriate. 15.2.2.6 The ceiling-only protection criteria specified in Chapter 17 for rack storage of Group A plastic commodities shall be permitted to be used for solid-piled and palletized storage of the same commodity at the same height and clear- ance to ceiling. 15.2.2.7k Fa Table 2.2.5ia[ and Table 1fr22(b, the d- ain areas shall hr as follows: (1 The aica slidl b minlmunJ of 21,00 1 (232 rn (2i ', hrr labl 1 22_,)(n) ad Lbb 13.22.5(h) CIC11- silics and ai ea.s to be selected 0 alfrot dance with Cue bill and (Onac N12 of Figure 13,2.1 any density/,n e;) From dii es in I Ihiuc 1 2.1 sh dl lu pn nutic d \ bi u selet ring a point from tiv,fJll ir 1(112 )lerints 'area mat s of I lam 1,11C 1iiIlom al ca r din lions shall hr peMnhlti d a) For K-1-.0 11 ,1 spun [Ta I uced with ( ursi EH I tin clisign area shall he pm-miued to hi' reduced be Ta pers rut, but not [snow 2000 ft (1 Si 110), hrc high tcn)lccaturc 5jsnnkI un used. 1i Ici Is. 112 (loOt OF krs cfifl)i[,l(bs th (1C ii- fl air .r shall 1w nrutted to 1w irduced ha 2 Icl)iut jut not below 2,000 ft 13I3 m'm eaccllems of luupi'ra- 1)1)0 rating. (3) For closed arrays, the area shall be permitted to be re- duced to 2000 ft2 (186 m2). 15.2.2.8* Interpolation of densities between storage heights shall be permitted. Table 15.2.2.1 Back-to-Back Shelf Storage of Cartoned Unexpanded Group A Plastics Storage Height Ceiling Height ft in ft In Protection Over 5 up to 8 1.5/2.4 Up to 14 4.3 Ordinary Hazard Group 2 Up to 12 3.7 Up to 15 4.6 0.45 gpm/ft2 over 2500 ft2 18.3 mm/min/232 nr Up to 12 3.7 Up to 30 9.1 0.6 gpm/f12 over 2500 ft'- 24.4 mrn/rnin/232 m2 Up to 15 4.6 Up to 30 9,1 0.7 gpm/ft2 over 2500 ft2 28.5 mm/min/232 in 2016 Edition I I I I - l<LAUr;13Ftt!CKNCP.. No otoer reproducton or transmission in any form permitted without wrttten permissall of NFPA For irqtres or to report unaulilQnzert use. cofltscl ttcer.sIngEriipa org. PROTECTION FOR STORAGE OF PLASTICAND RUBBER COMMODITIES 13-163 Plastics Group A (See Note) Group B Group C I Class IV Class Ill Expanded Nonexpanded Free-flowing I I Class IV Cartoned Exposed Unstable Stable Table 152.6(a) or (b) Column A Stable Unstable I I Stable Unstable Solid Unit Load Cartoned Exposed Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) or (b) Column E or (b) Column D or (b) Column B or (b) Column C or (b) Column A or (b) Column C or (b) Column E n. Note: Cartons that contain Group A plastic material are permitted to be treated as Class IV commodities under the following conditions: There are multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic. The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard. FIGURE 15.2.2.1 Decision Tree. able 1 5,2.2.5(a) Design Densities for P slletl7cd Solid -Piled, iltd Bin Box, or Shelf Storage of group \ Plastic Commodities (U.S. Customary Units) Maximum Storage Roof/Ceiling Density (gpm/ft2) Height Height (ft) (ft) A B C D E (') 5 0.2 EH2 0.3 EHI >15 to 20 0 3 0 6 0.5 EH2 EH2 >20 to 32 0.4 0.8 0.6 0.45 0.7 Up to 20 0.3 0,6 0.5 0.4 0.45 15 >20 to 25 0.4 0.8 0.6 0.45 0.7 >25 to 35 0.45 0.9 0.7 0.55 0.85 Up to 25 0.4 0,8 0.6 0.45 0.7 20 >25 to 30 045 0.9 0.7 0.55 0.85 >30 to 35 0.6 1.2 0.85 0.7 1.1 25 Up to 30 0.45 0.9 0.7 0,55 0.85 >30 to 35 0.6 1.2 0.85 0.7 1.1 Notes: (1) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. (2) Column designations correspond to the configuration of plastics storage as follo: (1) Nonexpanded, unstable (2) Nonexpanded, stable, solid unit load Expanded, exposed, stable (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned Expanded, cartoned, unstable (I Expnnded, cartrined, stable ?) Niiçpaiit&l. stabir. e:jt (3) EHI = Detsit', icquired 6y figure 15.2.1 for Curve El-Il EFI2 = Density required by Figure 13.2.1 for Curve EFI2 (4) Roof/ceiling height >35 ft is not permitted. 2016 Edition [!I rt.bu)StJLsr. ro oner repruouctiun or transmisston in eny T0r111 perrtlttiect WI5tCU1 wrtitP.n pertm,stttn or ror tflqutreu Sr to report unauinorizeo use. Cnnwx icensinmpe nrg 13-156 INSTALLATION OF SPRINKLER SYSTEMS Density (Tm'm n) I G 43 13 EH2 -11.2 372 SPRINKLER OP. j AREA= 2000 SF 3070 NL _____27Q SECTION 15.2.2.7 (b) 20O ____ ____ 72 INCREASED TO \i: HLL H185 2600SF FOR DRY 139 PIPE SYSTEMS 0.05 C 10 0.15 0 20 025 0.30 0 0 4 (LIMITED TO ROOM Density SIZE) FIGURE 13.2.1 MiceIJaneous Storage Up to 12 ft (3.7 us) in Height - Design Curves sce J5bLC1.2.1). I I I I I I I I I I I I I I I I I 13.2.3 Where K-11.2 (160) or larger sprinklers are used with EH1 or EI-12 design curves from Figure 13.2.1, the design area shall be permitted to be reduced by 25 percent but not below 2000 ft2 (186 m2), regardless of temperature rating. 13.3 In-Rack Sprinklers. 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall meet the requirements of this section and the applicable storage protection and arrangement sections of this chapter. 13.3.2 Discharge Criteria. In-rack sprinklers shall have a K-factor of 5.6 (80) or larger and operate at a minimum of 15 psi (1 bar). 13.3.3 Water Demand. Where one level of in-rack sprinklers is installed for miscellaneous storage, water demand shall he based on simultaneous operation of the hydraulically most de- manding four adjacent sprinklers. 13.3.4 In-Rack Sprinkler Locations. 13.3.4.1 In-rack sprinklers for miscellaneous storage shall be located at the first tier level at or above one-half of the storage height. 13.3.4.2 Horizontal spacing of in-rack sprinklers shall not ex- ceed 8 ft (2.4 m). 13.3.4.3 In-rack sprinklers shall be located in the longitudi- nal flue at the intersection of the transverse flues while not exceeding the maximum spacing rules. 13.3.4.3.1 If no longitudinal flue is provided in single- and double-row racks, in-rack sprinklers shall be located within 12 in. (300 mm) of the center of the rack while not exceeding the maximum spacing. 13.3.4.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 13.3.4.5 Where no transverse flues exist, in-rack sprinklers shall not. exceed the maximum spacing rules. 2016 Edition I Chapter 14 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I through Class IV Commodities 14.1 General. 14.1.1 This chapter shall apply to palletized, solid-piled, bin box, shelf, or back-to-back shelf storage for a broad range of combustibles. 14.1.2 The requirements of Chapter 12 shall apply unless modified by this chapter. 14.1.3 Protection criteria for Group plastics shall be permit- ted to be used for Class I, II, Ill, and IV commodities with the same storage and height configuration. 14.2* Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class IV Commodities. 14.2.1 Protection for Class I through Class IV commodities in the following configurations shall be provided in accordance with this section: Nonencapsulatecl commodities that are solid-piled, pal- letized, or bin box storage up to 30 ft (9.1 in) in height Nonencapsulated commodities on shelf storage up to 15 ft (4.6 in) in height (3)*Encapstilated commodities that are solid-piled, pallet- ized, bin box, or shelf storage up to 15 ft (4.6 m) in height Back-to-back shelf storage up to 15 ft (4.6 in) in height Encapsulated storage of solid-piled and palletized Class I through IV commodities permitted in accordance with 14.2.5 for storage heights over 15 ft (4.6 in) up to and including 20 ft (6.1 m) 14.2.2 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 14.2.3 for storage up to and including 12 ft (3.7 m) and 14.2.4 for storage over 12 ft (3.7 m). 14.2.3 Protection Criteria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class N Commodities Stored Up to 12 ft (3.7 m) in Height. 14.2.3.1 The protection criteria for storage tip to and includ- ing 12 ft (3.7 m) shall be the same as for miscellaneous storage selected from Chapter 13. [el El ATTACHMENT #6C AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS PROTECTED BY (DROPPED) CEILING CMDA SPRINKLER SYSTEM HIGH HAZARD PALLET/FLOOR STORAGE 101 I I I rrbLE I I I I I I :1T_Ii7ffJ SHIPPING AND I jT I RECEIVING DJ I I I - I I •//AIRLOCK 11 [1!J< ISAMPLING 14 I •.-€i--- FLAMMABLE STORAGE I - 1 E1D U i ___ CORROSIVE STORAGE WAREHOWE OPERATORS OFFICE SUPES um ~Ilj PALLET STORAGE ROC I I I PALLET TCRAcE -77 - T... jA ROOM 1411 am _ t<LAUSCRUCKNEP.. No other reproduction or ii lSrr.fion in ally toml parriiited without written pin5sCn ot NEPA or flLiiteS or tO report unautl-onzeCi U$ Coult3c.t tlCeCSui9fltpC org. GENERAL REQUIREMENTS FOR STORAGE 13-451 2 I 12.11.4 Detectors for high-expansion foam systems shall be listed and shall be installed at no more than one-half the listed spacing. 12.11.5 The release system for the high expansion foam del- uge system shall be designed to operate prior to the sprinklers installed in the area. 1'2. 12 Protection of Idle Pallets. 12.12.1 WodPat1cts. 12.12.1.1 Wood irlicts shall ho p0tflutftt'l to be tied in tin' 1Ilots np a rr.uIgvrt] cots: I) Stored ott I side 2 rod it; a Ut lii hod 511 Ut Lire 3) tC'i Id itideOlS whi 0 dii duLl ii dad i on 'liii lii duCt- choice with 2.1 2.1.2 412.12.1.2 \Voüii palletc, whcr1 so ii od indoot shall lie pio. O'dell in di cot ilait with 001' 01 111 following: I Goititol moth' li'n:tv. ,uoj sHirii,1s i p nc'otiofl as spOut- it 1;il,Io 12 12.1.2ia. CMSA sprinkler proteciion in accordance with 'lable 12.12.1.2(b). ESFR sprinkler protection in accordance with Table 12.12.1.2(c). Control mode density/area sprinkler protection in accor- dance with the 0112 curve of Figure 13.2.1 existing with a hose stream demand of at least 250 gpm (950 L/min) for a dui'ation of at least 60 minutes when pallets are stored no higher than 6 ft (1.8 m) and each pile of no more than four stacks is separated from other pallet piles by at least 8 ft (2.4 in) of clear space or 25 ft (7.6 m) of commodity.. The maximum clearance to ceiling of 20 ft (6.1 in) specified in 12.1.3.4 shall not apply to arrangement 12.12.1.2(4). 12.12.1.2.1 The maximum clearance to ceiling of 20 ft (6.1 in) specified in 12.1.3.4 shall not apply to arrangement 12.12.1.2(4). 12.12.1.3 Idle wood pallets shall not be stored in racks unless they are protected in accordance with the appropriate re- quirements of Table 12.12.1.2(a) or Table 12.12,1,2(c), 'See Section C. 7.) 12.12.2 Plastic -pallets. -. 1 12412.2.1 ldasti( )n11015 U II hi' cUtaittOil to be siroul i fill tiii 13 11) Plastic l41t b sh:ill 10 plfi iitiLttl he svrnc1 cutldc. Plieic p 'h'111flits c]l hi' 1)drcthi1t'(l to hf. cttcic(l 111 tic h.l 0 lt Itt a, Elastic p.illu Is shall In' pc'rnrtt':h to lit slier, tidicis ' ','lic r ar'r.ii1401 ,cnd piotoursulin di cord:cir e with thu re- qttiri'rtientc of 12. I 12,12.2.2 Protection Criteria for Plastic Pallets Stcn-'d Indoors, 12.12.2.2.1 Pl,tstk palicts liavinfl a U muns[i nod ii-C, ha.' irdi. dat is ouju U to 0I list than IdIc svocoh pallors rid is list"e Ur icli eqtiisili'iic v shall bc prutnitteif in 1)1: p"° ii'tl in ac dallcc sUb 12.12,1 12.12.2.2.2 \h,uilarl api'( Fit' tcsi d,ihi are iuiilihlt', tb' d4ta shall IUI' Elicit 1101110 III ileieinhitliltg hi: tecpiiii'd pi'ot'dtiCil 11,1SIi( pallors. 12.1.).2.2.3 Protection with FSFR spi ii blots Utah he in ads UI' thitt 5' wi th thc tequn ctutc'iils of 1:11)10 12 12.2.2.3 12.12.2.2.4 Ito t'ttli.ui with spras Ut r;l.lcr sic:tfl ho ii; in 'ii- Union with OttO of tha ctttiaiios in 12.12.2.2.4.1 though 12.12.2.2.4,3. 12.12.2.2.4.1 Where plastic pallets are stored in cutoff rooms, the following shall apply- The cutoff rooms shall have at least one exterior wall. The plastic pallet storage shall be separated from the re- mainder of the building by 3 hour-rated fire walls. The storage shall he protected by sprinklers designed to deliver 0.6 gpm/ft° (24.4 mm/mill) for the entire room or by high-expansion foam and sprinklers designed tc de- liver 0.3 gpm/ft° (12.2 mm/mm) for the entire room. The storage shall be piled no higher than 12 ft (3.7 m). Any steel columns shall be protected by 1-hour fireproofing or a sidewall sprinkler directed to one side of the column at the top or at the 15 ft (4.6 m) level, whichever is lower, flow from these sprinklers shall be permitted to be omitted from the sprinkler system demand for hydraulic calculations. irFable 1112,1.2(a) Control Mode DensityuArea Sprinkler Protection for Indoor Storage ol'Idle Wood Pallets Maximum Storage Maximum Ceiling/Roof Areas of Height Height Sprinkler Density Operation Type of Sprinkler Location of Storage Nominal K-Factor ft m ft in gpm/ft2 mm/mm ft' m2 Control mode On floor 8 (115) or U1) to 6 Up to 1.8 20 6.1 0.20 8,1 3000 290!- density/area larger ()ifli,'' 11.2 (16Q) Up to 8 Up to 2,10 30 9.1 J.4D 15c4. 2hi3i,, 2,0 Cr 11113Cr On floor or 11.2 (160) 8 to 12 2.4 to 3.7 30 9.1 0.6 24.4 3500 325 rack without or larger solid shelves 12 to 20 3.7 to 6.1 30 9.1 0.6 24.4 4500 420 On floor 16.8 (240) Up to 20 Up to 6.1 30 9.1 0.6 24.4 2000 185 or larger *The area of sprinkler operation should be permitted to be reduced to 2000 _"t2 (186 m°) when sprinklers having a nominal &factor of 11.2 or larger are used or if high temperature-rated s,nrinklers with a nominal K-fiictor of 8,0 are used. 2016 dition I lu WNW Vpww ;oul' u .uy ,iri pt,u lvI!,u',,, miltelfl pev I,; I if' t"', -ui 1! quiris Q ru ritruri Uiu.0 tre, Ciiir,c;i iti ririiipi1 Ol' 1 PROTECTION OF MISCELLANEOUS AND LOW-PILED STORAGE 13-153 Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets Maximum Storage Maximum Minimum Operating Height Ceiling/Roof Height Pressure Type of Sprinkler Location of Nominal ft m ft m psi bar (Orientation) Storage K-Factor 14.0 25 7.6 30 9.1 50 3.4 (200) 25 7.6 32 10 60 4.1 On floor or rack 25 7.6 30 9.1 35 2.4 ESFR (pendent) without solid shelves 168 (240) 25 7.6 32 10 42 2.9 35 11 1 40 12 52 3,6 [I] I I I I 12I2.2.2.4.2 Wltotc 1r1.6tic palLct are tovcd iliotit ctnoll.s horn :thet- s!agr. th u1410010g Ita11 ;k])9]y: 1) Mxinrttrn toitco h196t oi 16 f 40 ril l Maxintnru c6604 high f 80 6 (9J ttu piinkkt di nst 6 ( apni tt -,1-2000 ft 24A aim mm over 186 al (.1 Mmnmtiium p8nfhr R4a tor of 16$ (246 12.12.2.2.4.3 Plastic pallets shall have no impact on the re- quired sprinkler protection when stored as follows: (I) Storage shall be piled no higher than 4 ft (1.2 m). Sprinkler protection shall employ high temperature— rated sprinklers. Each pallet pile of no more than two stacks shall be sepa- rated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25.ft (7.6m) of stored commodity. Minimum ceiling design of 0H2 shall be used. 12.12.2.3 Idle plastic pallets shall he stored only in racks where protected in accordance with the requirements of Table 12.12.2,2.3. 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the - --required protection of idle plastic pallets soi'ed in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.123.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12,1.3,12.12.2.3, and 12.12.3.2. 12.12.3.2 Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are lo- cated above the stored pallets and the applicable protection cri- teria referenced for on-floor storage in Section 12.12 are applied. 12.12.3.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door using the applicable protection criteria referenced in Section 12,12. 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ft2 (6.1 mm/mm). Chapter 13 Protection of Miscellaneous and Low-Piled Storage 13.1 General, 13.1.1 This chapter shall apply to any of the following situa- tions: Miscellaneous storage of Class I through Class IV com- modities up to 12 ft (3.7 in) in height Miscellaneous storage of Group A plastics up to 12 ft (3.7 m) in height Miscellaneous storage of rubber tires up to 12 ft (3.7 in) in height Miscellaneous storage of rolled paper up to 12 ft (3.7 m) in height Storage of Class I through Class N commodities up to 12 ft (3.7 in) in height as directed by 14.2.3.1 and 16.2,1.2,1 Storage of GroupA plastics up to 5 ft (1.5 in) in height as directed by 15.2.1 and 17.2.1.1 13.1.2 Hose Connections. Hose connections shall not be re- quired for the protection of miscellaneous storage. - 13.1.3 Solid Shelf Racks. 13.1.3.1 For storage of Class I through Class IV 12 ft (3.7 m) or less in height that does not meet the definition of Miscella- neous Storage that is on solid shelf racks, in-rack sprinklers shall be provided in accordance with 16.1.6, and ceiling sprinkler protection shall be provided in accordance with Chapter 13, 13.1.3.2 For storage of Group A Plastics 5 ft (1.5 m) or less in height that does not meet the definition of Miscellaneous Stot age that is on solid shelf racks, in-rack sprinklers shall be pro- vided in accordance with 17.1.5, and ceiling sprinkler protec- tion shall be provided in accordance with Chapter 13. 13.2 Design Basis. 13.2.1 The protection criteria shall be selected from Table 13.2.1 and Figure 13.2.1. 13.2.2 Installation criteria as permitted by NFPA 13 and dc- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. 2016 Edition I I I I I I I I I I I I I Storage of Class 1, 2, 31 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 11 IFMCRITERIAI 2.2.3,1.7 Treat storage racks not having flue spaces as described in Sections 2.2.3.1.1 through 2.2.3.1.6 as racks with solid shelves. Base the size of the shelf area on the presence of well-maintained, vertically aligned flue spaces having a minimum net width of 6 in. (150 mm) If well-maintained, vertically aligned flue spaces having a minimum net width of 6 in. (150 mm) cannot be provided, protect the racks based on the presence of solid shelves greater than 64 ft2 (6.0 m2) in area. 2.2.3.2 Flue Spaces for Rack Storage Protected by both Ceiling-Level and In-Rack Sprinklers 2.2.3.2.1 In single-row racks, maintain all transverse flue spaces at a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.2 In double-row racks, maintain all transverse flue spaces at a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Provide transverse flue spaces a maximum of every 4-1/2 ft (1.4 m) horizontally when their net width is less than 6 in. (150 mm) or when their vertical alignment cannot be maintained. The maximum horizontal distance between well-maintained, vertically aligned transverse flue spaces can be increased to 9 ft (2.7 m) when their net width is 6 in. (150 mm) or greater and a minimum 6 in. (150 mm) wide vertically aligned longitudinal flue space is provided. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.3 Longitudinal flue spaces are not required in double-row racks; however, if they are provided, maintain a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.4 In multiple-row racks, maintain minimum 6 in. (150 mm) wide vertically aligned transverse flue spaces a maximum of every 5 ft (1.5 m) throughout the height of the rack. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. 2.2.3.2.5 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located below in-rack sprinklers. The exception to this is storage located above a level of In-rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks becomes haphazard during peak production), provide wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. 2.2.3.2.6 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through 2.2.3.2.5 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 2,2.4 Pallets 22.4.1 Use noncombustible or metal pallets whenever possible 2 2,4 2 Include the combustibility of pallets in the overall commodity classification, Refer to Data Sheet 8-1 / Commodity Classification, for a description of how this can be accomplished. 2,2.4.3 Protect the storage of idle pellets in accordance with the recommendations in Data Sheet 8-24, Idle Pal/at Storage 2.2.5 Special Storage Considerations 2.2.5.1 Open-Top Containers Maintained in Storage Racks Open-top containers will collect sprinkler water, keeping it from running across the top of storage and down the flues. This will prevent water penetration to the fire in the lower levels where it is needed thus resulting in inadequate fire protection. Rack collapse may also occur if too much water is collected See Section 2.2.5.1.1 when open-top noncombustible containers are present within rack storage, or Section 2.2.5.1.2 when open-top combustible containers are present within rack storage. 2.2.5.1.1 Protect storage racks containing open-top noncombustible containers per Sections 2.2.5.1.3 or 2.2.5.1.4 unless one of the following exceptions is met: 02010-2020 Factory Mutual Insurance Company. All rights reserved. 121 I. Idle Pallet Storage 824 FM Global Property Loss Prevention Data Sheets Page 3 I IFM CRITERIA, DS 8-241 Limit the single stack height for plastic, wood, and FM Approved pallets to 5 ft (1.5 m) maximum, except I when ceiling protection of the storage area meets the requirements for higher levels of storage as recommended in this data sheet. Maintain a minimum distance of 10 ft (3.0 m) between single stacks of plastic, wood, and FM Approved I pallets and other single stacks of pallets or combustible material or equipment. 2.2 Protection 2.2.1 General 2.2.1.1 Building column and overhead steel protection are not necessary if all of the other protection guidelines in this data sheet are met. 2,2.1.2 Refer to Data Sheet 2-0, Installation Guidelines forAufomatic Sprinklers, for installation guidelines for the sprinklers listed in this data sheet, as well as their compatibility with the facility's construction features and recommendations related to the use of heat and smoke vents and draft curtains in the presence of storage sprinklers. 22.1,3 Base the protection for the storage area on the most severe pallet type present within that storage area. If other commodities or a more hazardous material are present in the same storage area, base the protection on the item requiring the most protection. 2 PIas/c Pallets, indoor Pfotet on 2 1 Classify plastic pallets that are not FM Approved as an uncartoned unexpanded plastic (UUP) 'mmodit and protect them in accordance with the recommendations in Data Sheet 84;This includes all fastic pallets made of unexpanded plastic, composites, 2-way entry, 4-way entry, solid tops, etc., but not ose made from materials that are considered a higher hazard than unexpanded plastics such as expanded P.Iatics. plastic plets made with expanded plastics in accordance with the recommendations for that Ofodlty in Data Shet'B 9 ....... ........... 2.2.2.2 When in-rack sprinklers are required per Data Sheet 8-9, use only those in-rack designs that specify the use of horizontal barriers for UUP protection. ..... 22 3 1/ood and M Approved Parets Indoor Storage 22 3 1 On Floor Storage 2,2 3, 1. 1 2,3,1,1 Protect wood and FM Approved pallets stored on-floor In solid piles per the design guidelines in Table 3 2r2.3.12 Use a hose stream demand of 500 gpm (1900 Um)and a duration of 90 minutes when K11.2 (ISO) sprinklers are provided .2.3.1 3 Use a hose stream demand of 250 gpm (950 Urn) and a duration of 50 minutes when K14.0 )200) ..prigklers are provided.- ........... 02013 Factory Mutual Insurance Company. All rights reserved. 8-24 IFM CRITERIA] Idle Pallet Storage Page 4 FM Global Property Loss Prevention Data Sheets [WOOD & FM APPROVED PLASTIC PALLETS PER FM DS 8-24] for Solid Piie od, ippved Idle plStordgerngernents Protection Guidelines for Solid Pile, Wood and FM Approved Idle Pallet Storage Arrangements, Number of Sprinklers t_ psi _(bar) Ceiling Height, ft (m) Storage Height, ft (m) Wet System, Pendent Sprinklers, 160°F (70°C) Wet System, Upright Sprinklers, 160°F (70°C) Dry System, Upright Sprinklers, 280°F (140°C) Quick Response SftU Response Response Standard Response K14.0 (200) K11..2 (160) K11.2 (160) K11.2 (160) 10t5 10 (30) 12 @50 (3,5) 15 @25(17) 15@2S (1.7) 25 @25(1.7) 20(6,0) 15(4.5) 12 @50 (3.5) 15 @25(1.7) 15 @25(1.7) 25 @25(1.7) 25(7.5) 20(6.0) 12 @50(3.5) 15 @25(1.7) 15 @25(1.7) 25 @25(1.7) 30(9.0) 20(6.0) 12 @50(3.5) 15 @25(1.7) 15 © 25(1.7) 25 @25(1.7) 30(9.0) 25(7.5) 12 @ 50 (3.5) 35 (10.5) 30(9.0) 12 @ 75 (5.2) 40 (12.0) 3510.5) 12 © 75 (5.2) 2.2.3.1.4 Where the storage or ceiling heights are greater or protection options using sprinklers with larger K-Factor are not shown in Table 3, protect on-floor storage of wood and FM Approved pallets per Section 2.2.2. 2.2.3.2 Rack Storage 2.2.3.2.1 Rack Storage with Ceiling Sprinklers only 2.2.3.2.1.1 The K14.0 (200), quick response, pendent sprinkler protection recommendations in Table 3 apply to wood pallets stored in racks. 2.2.3.2.1.2 When in-rack sprinklers are required per Data Sheet 8-9, use only those in-rack designs that specify the use of horizontal barriers for UUP protection. 2.2.3.2.1.3 Where the storage or ceiling heights are greater than those shown in Table 3, protect wood and FM Approved pallets per Section 2.2.2. 2.2.4 Metal Pa/lots 2.2.4.1 When idle metal pallets are stored indoors, provide sprinkler protection required for the occupancy. 3.0 SUPPORT FOR RECOMMENDATIONS Testing has demonstrated the protection recommendations in Data Sheet 8-9 for UUP will provide adequate protection for idle plastic pallet storage. FM Global has conducted full-scale rack and solid piled storage fire tests with plastic pallets. These tests form the basis for the protection criteria provided for both on-floor and rack storage of idle pallets. 3.1 Loss History A review of FM Global losses involving the storage of idle pallets from 2002 to 2012 shows that: 91% of the losses involved idle wood pallet storage, with the remaining 9% involving plastic pallets. 65% of the losses occurred in storage located outside a building. 57% of the indoor fires reported indicated sprinkler protection was effective, with the remaining reported as ineffective in reducing the extent of the loss. The average monetary loss of fires involving adequately protected pallet storage was 12% of the fires where no or ineffective protection was provided. 4.0 REFERENCES 4.1 FM Global Data Sheet 1-2, Earthquakes Data Sheet 1-10, Smoke and Heat Venting in One-story Sprinklered Buildings 02013 Factory Mutual Insurance Company. All rights reserved. 01 11 - - - - - - - - - - - 1=1 - - - - - - = IFM CRITERIA, DS 8-9 (UUP) Table 9. CeillnoLev& Protection Guidelines for Cartroneef Fnndrf PJti, (nmm,r1itie I., Isiffl. Sam M. lkil ~ - Dry System, 280OF (1400C) Nominally =1 - Rated, Upright 'Ii1Gi Standard Response 91fifigm Sprinklers Standard 0119.2 INITI, M, NMI MIZMIZ~ EEMMM gp Now 1.0 1111121 11111M im, ITROW 21 - NON FM APPROVED PLASTIC PALLETS PER FM DS 8-9 .......... T1...1 ....9Jncrr Ajj;pyents [el Storage of Class 1, 23 33 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 51 IFM CRITERIA I Table 14 Hose Det ierd and '45ter Su#ly C irp D.sqn Guijeii' es Sprinkler Type by Spacing No of Sp,inklers in Ceiling Design (Umk% Hose Demand, gpm Duration, mm 51ao:iic n.r - Up to 12 250 (950) 60 500 ( 900) ____________________ 20 or more 500 (1,900) 120 Extended-coverage Up to 6 250 (950) 60 °7 to 8 500 (1.900) 90 10 or more 600(l,900) 120 When the maximum linear spacing is 12 It (3.7 m), the hose demand can be 250 gpm (950 L/min) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1/2 in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial-stage firefighting as well as for after-extinguishment mop-up operations. Supply small hose lines from any of the following: A separate piping system for small hose stations, or Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or Adjacent sprinkler systems, or Ceiling sprinklers in the protected area when separately controlled in-rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling-Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry-Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling-level sprinklers on dry-pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling-level protection without the need for in-rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid-piled, palletized, shelf, bin-box, and open-framed racks. Note that push-back type Row-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard-response ceiling-level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree-type dry-pipe or similar sprinkler system. Dry-pipe, non- interlocked pro-action and single-interlock pre-action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non-interlocked pro-action, single-interlocked pro-action or refrigerated-area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre-action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling-level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. 02010-2020 Factory Mutual Insurance Company. All rights reserved. 101 101 I [1 I I U ATTACHMENT #6D AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS I PROTECTED BY EXISTING CEILING CMDA I SPRINKLER SYSTEM (INSTALLED PER NFPA 13) I NON HIGH-PILED FLOOR STORAGE I LII I I I I I I I 1 - KLAUSBRUCKNF:Ft. No other reproduction or traosmss'on in any fore perrrLie w;thtiut wrtiten pern,sson of NFPA For inquires or to report unauthorized use. contact Lcensin9nfpa sr IFOOR STORAGE (MISCELLANEOUS STORAGET1 13-153 Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets N F PA 13 CRITERIA I Maximum Storage Maximum Minimum Operating Height Ceiling/Roof Height Pressure Type of Sprinkler (Orientation) Location of Storage Nominal K-Factor ft in ft m psi bar 140 25 7.6 30 9.1 50 8.4 25 7.6 32 10 60 4.1 (200) On floor or rack ESFR (pendent) without solid 25 7.6 30 9.1 35 2.4 shelves 16.8 (240) 25 7.6 32 10 42 2.9 35 11 40 12 52 8.6 12.12.2.2.4,2 Where plastic pallets are stored without cutoffs from other storage, the following shall apply: Maximum storage height of 10 ft (3M m) Maximum ceiling height of 30 ft (9.1 m) Sprinkler density 0.6 gpm/f12 over 2000 ft2 (24.4 mm/ min over 186 m2) Minimum sprinkler K-factor of 16.8 (240) 12.12.2.2.4.3 Plastic pallets shall have no impact on the re- quired sprinkler protection when stored as follows: Storage shall be piled no higher than 4 ft (1,2 m). Sprinkler protection shall employ high temperature- rated sprinklers. Each pallet pile of no more than two stacks shall be sepa- rated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of stored commodity. Minimum ceiling design of 0H2 shall be used. 12.12.2.3 Idle plastic pallets shall he stored only in racks where protected in accordance with the requirements of Table 12.12.2.2.3. 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the required protection of idle plastic pallets stored in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.12.3.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12.1.8, 12.122.3, and 12.12.8.2. 12.12.3,2 Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are lo- cated above the stored pallets and the applicable protection cri- teria referenced for on-floor storage in Section 12.12 are applied. 12.12.3.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ft2 (6.1 mm/mm). Chapter 13 Protection of Miscellaneous and Low-Piled Storage .1 Getuteral. I 3.1.1 This chapter shall appi to InY of the followwg shun ons; of Clns I through Class IV coil)- In, up to 12 ft (3.7 to) in height Mkc0hlnewls stc'age of Utotup A plastics up to 12 ft (3.7 in in height Miscellaneous stot age of i ubhr tires up to 12 ft (3.7 ru) in heigl; Miscellaneous storage of tolled paper up to 12 Ii (3.7 lu) in Iseiglir 5) brotage oi(ilass 1 tIn ui;glu Clans IV oturuodiries up to 12 ft (37 rip in height as rlirued Nv 1123.1 niP 10.2.1.2.1 (ti) Stuu age of Gt ounA plastics up to S it (1.5 rut) ill height as tliie11er1 Nv 13.2.1 and 17.21.1 13.1.2 Hose Connections. Hose connections shall not be re- quired for the protection of miscellaneous storage. 13.1.3 Solid Shelf Racks. 13.1.3.1 For storage of Class I through Class IV 12 ft (3.7 m) or less in height that does not meet the definition of Mjscdlla.- neous Storage that is on solid shelf racks, in-rack sprinklers shall be provided in accordance with 16.1.6, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 13.1.3.2 For storage ofGi-oupA Plastics 5 ft (1.5 in) or less in height that does not meet the definition of Miscellaneous Slot-- age that is on solid shelf racks, in-rack sprinklers shall be pro- vided in accordance with 17.1.5, and ceiling sprinkler protec- tion shall be provided in accordance with Chapter 13. 13,2 Design Basis. L3,2.1 flte protection erticria shall he selectediotn 'ihlc I.2,1 and lTigsrru 13.21. 13.2.2 Installation criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. 2016 Edition 01 KLAUSMIRLIUMCH No 051cr reprc<flction Or lrarls.msslon in any torm pernsrtted wtnoul written pern rswn or NFFA For inquires or to report unauThorized tire. corrisot iiCsr5ngn1pa orq 18-154 INSTALkATION OF SPRINKLER SYSTEMS Table 13.2.1 Discharge Criteria for Miscellaneous Storage Up to 12 ft (3.7 m) in Height INFPA 13 CRITERIA Total Combined Maximum Inside and Outside Storage Height Ceiling Height Design Cue Inside Hose Hose Duration ( ft in ft J m gpm Limb gpm L/min Commodity Type of Storage Figure 13.2.1 Note (minutes) Class Ito Class IV Jf)J 3H 100 iriO ) 'IT - GH2 27,0 9,50 90 IT sli I I ult ultipOW i 019 ii 109 (J 01 I)Jfl It P C U P io o hAl OH tPHc3 TV TI1, bi Ht) >11 02 lii UTi2 0,00. 0. Ott), 909 900 02 P If triO <J2 00 Single., double-. >10 to >3.0 32 10 EHI 0,50, 0,190, 500 1900 120 multiple-row rack 1512 to 100 380 and back-to-back :53.7 shelf storage Group A Plastic Storage ll:n> t >5 to >1.5 15 4.6 Ell] 0,50, 0,190, 500 1900 120 :510 to 100 380 -000 o >5 to >1.5 20 6.1 EH2 0.50, 0, 190, 500 1900 120 nutip1c--rt:ick, 510 10 100 380 riiuul 1.00-0990 53.0 710 to All 17 5.2 EH2 0.50, 0,190, 500 1900 120 H '>r 512 to 100 380 _53.7 Solid-piled, >1010 >3.0 32 10 EH2 0.50, 0,190, 500 1900 120 palletized, bits box. 512 to 100 380 shelf, and 0.7 back-to-back shelf storage Single-. double-. >10 to >3.0 32 10 0H2 + 1 0.50, 0. 190, 250 950 90 multiple-row rack 512 to level 100 380 53.7 of in-rack 2016 Edition I. I I I I I I I I I I I I I I I I I I IctAusF3RuCKNEp., No other reproductic, or ransrr.sIon in any form. arnst1ed without wtten parrtvsswr. of NEPA For inquires or to report unauthorized use. contact licensinqnfpa org PROTECTION OF MISCELLINEOUS AND LOW-PILED STORAGE 13-155 Table 13.2.1 Continued INFPA 13 CRITERIA I Total Combined Maximum Inside and Outside Storage Height Ceiling Height Design Curse Inside Hose Hose Duration ft m ft m gpm Limb gpm 1,/min Commodity Type of Storage Figure 13.2.1 Note (minutes) Sr..iJ-ç.t . ()J-1 mci Iwk.ij:bcc'l. r1cc1f volgc j. . Solid-piled. >5 to >1.5 28 8.5 EM? 0.50 0,190, 500 1900 170 palletized. bin box. :58 to 100 580 shelf, and 52.4 hack-to-back shelf storage Solid-piled, >5 to >1.5 15 4.6 EH2 0, 50, 0,190. 500 1900 120 pal led zed, bin box, 510 to 100 380 shelf, single-. 53.0 double-, multiple-row rack, and back-to-back shelf storage Solid-piled. >5 to >13 20 6.1 EM? 0,50, 0,190, 500 1900 120 palletized, bin box, 510 to 100 380 Exposed shelf, single-. 53.0 Unexpanded double-. multiple-row rack, and back-to-back shelf storage Single-, double-. >5 to >1,5 20 6.1 0H2 +1 0.50. 0,190, 250 950 90 Expanded multiple-row rack 510 to level 100 380 53.0 of in-rack Solid-piled, >10 to >3.0 17 5.2 EH2 0150. 0,190, 500 1900 120 palletized, bin box. 512 to 100 380 shelf, and 53.7 back-to-back shelf storage >10 to >3.0 17 5.2 EH2 0,50, 0,190. 500 1900 120 Unexpanded and expanded 512 to 100 380 537 Single-, double-i- - >10 to >3.0 32 10 OH? +1 0,50, 0.190, 250 950 90 multiple-row rack 512 to level 100 380 53.7 of in-rack Tire Storage Ott floor, on side >5 to >1.5 32 10 0.50, 0,190, 500 1900 120 512 to El-Il 100 880 53.7 On floor, on tread. 55 51.5 - - OH° 0.50, 0,190, 250 950 90 or on side - 100 380 Single-, double-, or 55 51.5 - - 0.50, 0.190, 250 950 90 multiple-row racks OH? 100 380 on tread or on side Tires Single-row rack. >3 to >13 32 10 0.50. 0,190. 500 1900 120 portable, on tread SI? to EHI 100 380 or on title 55.7 Single-row rack. >5 to >1.5 82 10 0, 50. 0,190. 500 1900 120 fixed, on tread or Si? to Eli 100 380 on side 53.7 >i to >1.5 32 10 +1 0,50, 0,190, 250 950 90 512 to OH? level 100 380 53.7 of in-tack Rotted Paper Storage Heass'eigltt and On end 510 53.0 '30 9.1 OH? 250 950 90 mediumweight 100 380 Tissue and lightweight On end 510 53.0 30 9.1 EHI 0. 50. 0,190, 250 950 120 100 380 2016 Edition pllIOrillr= IlRIIIUU mrn. ! I 0.05 0.10 0.15 0.20 0.25 0.30 0.35 Density (gpm/1t2) 4000 I a 0 3000 'C 2500 a ° 2000 a) 1500 372 C 0 a) CL 279 0 INFPA 13 CRITERIA 232 CL (a 186 0 ti139 0,40 AL-UbV,1~VL,KPJ-V', nc curer repruoucuco or irnsnrrsori in any rorm r.ernrue.o wirnour warren permission Cr rirvA ro, inqurres orro reperr uraurronzea use. coirrcr Icen5u'ra.jIrroe orq I 13-156 INSTALLATION OF SPRINKLER SYSTEMS I ' 2.0 4.1 Density (mm/mm) 6.1 8.1 10.2 12,2 ,- IORDNARY HAZARD 2 (FLOOR STORAGE)I 14.3 16.3 ' 1JGUJ. 12.i Miscellaneous Storage Up to 12 ft (3.7 m) In Heign - Design Curves (see rijie 132.1), 13.2.3 Where K-11.2 (160) or larger sprinklers are used with EHI or EH2 design curves from Figure 13.2.1, the design area shall be permitted to be reduced by 25 percent but not below 2000 ft2 (186 m2), regardless of temperature rating. 13.3 In-Rack Sprinklers. 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall meet the requirements of this section and the applicable storage protection and arrangement sections of this chapter. 13.3.2 Discharge Criteria. In-rack sprinklers shall have a K-factor of 5.6 (80) or larger and operate at a minimum of 15 psi (1 bar). 13.3.3 Water Demand. Where one level of in-rack sprinklers is installed for miscellaneous storage, water demand shall be based on simultaneous operation of the hydraulically most de- manding four adjacent sprinklers. - 13.3.4 In-Rack Sprinkler Locations. 13.3.4.1 In-rack sprinklers for miscellaneous storage shall be located at the first tier level at or above one-half of the storage height. 18.9.4.2 Horizontal spacing of in-rack sprinklers shall not ex- ceed 8 ft (2.4 m). 13.3.4.3 In-rack sprinklers shall be located in the longitudi- nal flue at the intersection of the transverse flues while not exceeding the maximum spacing rules. 13.3.4.3.1 If no longitudinal flue is provided in single- and double-row racks, in-rack sprinklers shall be located within 12 in. (300 mm) of the center of the rack while not exceeding the maximum spacing. 13.3.4.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues and additional sprinklers shall be installed between transverse flues to meet the maximurn distance rules. 13.3.4.5 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 2016 Edition 1 Chapter 14 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I through Class 1V Commodities 14.1 General. 14.1.1 This chapter shall apply to palletized, solid-piled, bin box, shelf, or back-to-back shelf storage for a broad range of combustibles. 14.1,2 The requirements of Chapter 12 shall apply unless modified by this chapter. 14.1.3 Protection criteria for CroupA plastics shall be permit- ted to be used for Class I, H, III, and IV commodities with the same storage and height configuration. 14.2* Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class IV Commodities. 142.1 Protection for Class I through Class IV commodities in the following configurations shall be provided in accordance with this section: (I) Nonencapsulated commodities that are solid-piled, pal- letized, or bin box storage up to 30 ft (9.1 m) in height Nonencapsulated commodities on shelf storage up to 15 ft (4.6 m) in height *Encapsulated commodities that are solid-piled, pallet- ized, bin box, or shelf storage up to 15 ft (4.6 in) in height Back-to-back shelf storage up to 15 ft (4.6 m) in height Encapsulated storage of solid-piled and palletized Class I through N commodities permitted in accordance with 14.2.5 for storage heights over 15 ft (4.6 m) up to and including 20 ft (6.1 m) 14.2.2 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 14.2.3 for storage up to and including 12 ft (3.7 m) and 14.2.4 for storage over 12 ft (3.7 m). 14.2.3 Protection Criteria for Palletized, Solid-Piled, Bin Box, Shelf) or Back-to-Back Shelf Storage of Class I Through Class IV Commodities Stored Up to 12 ft (3.7 m) in Height. 14.2.3.1 The protection criteria for storage up to and includ- ing 12 ft (3.7 m) shall be the same as for miscellaneous storage selected from Chapter 13. I I I I I Li I I I [1 I ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS LIi I HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV comniod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class 11, Class Ill, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. I I I I I I I I I I 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of-the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (ill m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206. .11. 32062 Type of protection \ ie?e required by Table 206 2 fire detection systems, smoke and heat removal and ante rnatlL sprinLler design densities shill be provided to protect the high piled stolage area 3206.2.1 Extent of protection. The fire safety fehrures req uired in Table 3206.2 shall extend to the lesser of 15 feet (452 mm) beyond the high piled storage area or a full height NvalL partions of high -piled toiiCe areas have different fire protection requirements bi'tuu of commodil\. method of storage or storage heilit, the fin. protection features required bs Table J206.2 within itthis area shall be based on the most restrictive design rLquireineilts (FIRE COD ~ EXTENT OF PROTECTION 2019 CALIFORNIA FIRE CODE 449 yrihi :o,'ICC. ALLRtntIT (),do, Nro!o.r .c,o.ozron i>' P.M (M) prro.aolco Lkorr000rrFroith I] I1IJ[ Cc fo,th duon. rothor ,00ioc,jo,o b bird rorro, or di,I,ihuth,n oriIror1,ed SIoIc oro, only. onj rrclorrrking rrohibitod ANY UNAUTHORIZED REPRODUCTIONOR D(irRINIJTION bA VICII.AT1oN CiPTIIIi JMiRAI, CO'YtJClfFAC77ANOTHE tICINSli ACRtiMiNT, ,NroJirlicrTcr CIVII. AND CRIMINAL PUNAI:nbs TEUN0ib I I I I I [1 I I KIAUSaRUCKNER. No other reprodurilon or ttaflrnisnon In any font permitted without written perwewon of NFPA For inquires or to report unauthorized use. sonfact licensing@nfpa orq [iJAi CRITERIA ] REQUIREMENTS FOR STORAGE - 13-147 11 123 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection, 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation ofFlVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the I-IVLS fan to sprinkler- deflector shall be a minimum of 3 ft (900 min). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of AM 72. 12.2* Hose Connections. - 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- EXTENT OF ROTEGTI3 the e 'i 12.3 djacent Ra7ards oPDesign Methocts Fw loldm.s willi two or thorn adjacent Inwards ny design tnCtIIOIiS. the follrrsingshafl apply: (I Where areas arc not ph sirally se steel hy a barrier or Partition capable of rids ing heat from a iie in one area born losing sprinklers in the adjacent ares the repirircid sprinklet piotectiOn for he ni:re demanding Icaigri basis shall eateid 15 ft (4.6 ru) beyond irs 2i 1111:' rer1wrcnl its of 12.3(11 shall no apply wlo-rc the atess re separated by a draft ri la r in or haiier or sled a above an aisle, honzontaily a 11iiinitnm of 2 ft (11()0 tOm) from the adjacent balard on call side, or a partition 111ar Li capabit of dcl sin hr 11 Ii am Inc in nor aieet from fusing spinkIci in the adjacent area. (3)1 '(hr recjuiienlenta oh 12.3(1) shall tiot appir In the ext em burt of 111010 deiriatirting jiteria fi<itti an ipper ceiling level to beneath alosvcriieilinig lisel where the ihilfereriec in height between the cOiling levels is at least 2 ft mOO mm1 located lmw all aisle, hot /oot ills 1 111101 111010 2 ft (600 torn) Iron the adjceitt hazard on each aid'. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/mm) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 126.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpin/ft2 (8.1 min/min to 13.9 mm/mm), standard-response sprinklers with a nominal lcfactorofK-8.0 (115) or larger shall be used. 12.6,3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and haled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 nim/min per 186 m9) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards, 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing 01-11, 0112, El-il, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing 01-11, 01-12, EHI, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing CHI, 01-12, El-Il, and EH2 design criteria 12.5 Dry Pipe and Preaction Systems. For dry pipe systems 12.68 The design figures indicate watci demands for ordinary- and preaction systems, the area of sprinkler operation shall be temperature-rated and nominal high-temperature-rated spun- increased by 30 percent without revising the density. klers at the ceiling. INFPA13 2016 Edition 111 01 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3208 2. Racks used for the storage of combustible paper RACK STORAGE records, with solid shelving, shall be in accor- 3208.1 General. Rack storage shall be in accordance with dance with NFPA 13. Section 3206 and this section. Bin boxes exceeding 5 feet 3208.2.2.1 Fire protection. Fire protection for racks (1524 mm) in any dimension shall be regulated as rack stor- with solid shelving shall be in accordance with NFPA I-, age. 1.). 3208.2 Fire protection. Where automatic sprinklers are 3208.3 Flue spaces. Rack storage areas protected with an required by Table 3206.2, an approved automatic sprinkler automatic sprinkler system shall be provided with flue spaces system shall be installed throughout the building or to 1-hour in accordance with Table 3208,3. Required flue spaces shall fire barriers constructed in accordance with Section 707 of be maintained. the California Building Code. Openings in such fire barriers 3208.3.1 Flue space protection. Flue spaces required by shall be protected by opening protectives having a 1-hour fire Table 3208.3 above the first tier of storage in single-, dou- protection rating. The design and installation of the automatic r e' llations shall, where sprinkler system and other applicable fire protection shall be be equipped with in accordance with Section 903.3.1.1 and the California vices shall not be Building Code, 3208.2.1 Plastic shelves. Storage on plastic shelves shall 3208.4 Column protection. Steel building columns shall he be protected by approved specially engineered fire protec- L1)rotcctcd in accordance with NFPA 13. tion systems. 3208.5 Extra- hi2h-rack storage systems. Approval of the I I I 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE - RACI( CONFIGURATION - FLUE DESIGN - AUTOMATIC SPRINKLER PROTECTION Sprinklers at the coiling with or without minimum in-rack sprinklers In-rack sprinklers at every tier Storage height :5 25 feet Storage height > 25 feet Any height Single-row rack Transverse flue space 1 Size' 3 inches 3 inches Not required j Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required Double-row rack (Option I) 1 Transverse flue space Size" 6 inches 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required 6 inches Not required Double-row rack (Option 2) 1 Transverse flue space Size' 3 inches 6 inches Not required I Vertically aligned Not required Yes Not required Longitudinal flue space 6 inches Not required Not required Multiple-row rack Transverse flue space Size' 6 inches 6 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required For SI: I inch = 25.4 mm, I foot = 304.8 mm. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. FIRE CODE I 2019 CALIFORNIA FIRE CODE 453 cpy,Ib, J(C ALL. gKILTb I VLI1. Ac'd by EL1L k b,,y,rn). flrd, .i7Iyor. L) y. 2I yy I'M {P$TI ,yyiam in cyin Aynnrncni "LA 11107 11 Ji1J] I ICC. NO inr(hn, rnpo.biciiin. 'n bnhnr , ,4nc1kn. by nny thisd party. nr An,11,ution nnihnLned. $Lytnn , nnly. nnpyin .nd n,okNy r,ohihllnd. ANY LJNALIflNYLIL'.ILL) REPIkCi)LJCUON OR )IbTRiiLirjIflN IS VIOLATIONOI'THE, SiIF>IILALGIi'YRLiACI'ANi)TIIELICIINSSACILLIILMIINT. AN I) S1iLIJIIC1TflCIVJLANi CRIMINAL pNAI:nIIsIiIiIiILLINI)SR. I I I I I I I I I I I I I I I I - F<LAUSEIRUCKNaR No oTher reproductirm or trans ission in any lonn permitted wdhout written permission of NFPA For lnqdres or to report unaWhOfted use. 000tSOt ticenstn'tntps orq- PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-201 11 Extend the protection prescribe(] by 17.1.2,9 horizontally one pallet load in all directions beyond the commodity storage area requiring the higher level of protection. Install a vertical barrier to segregate the commodities re- quiring the higher level of protection from any adjacent commodities. 17.1.2.9.2 Commodities that can be protected by the ceiling- level sprinkler system shall be permitted to be stored vertically above and horizontally adjacent to the portions of the storage rack equipped as prescribed by 17.1.2.9, 17.1.2.9.3 Horizontal Barriers. Horizontal barriers shall be installed at. every tier level of the dedicated storage rack where the rack is equipped with solid shelves. 17.1.2.9.3.1 Where the dedicated storage rack is Open-frame, horizontal barriers shall be installed at vertical increments not exceeding 12 ft (3.6 m). 17.1.2.9.3.2 The barriers shall span horizontally so that all flue spaces within the rack hay are covered. 17.1.2.9.3.3 A maximum 3 in. (75 mm) wide gap shall be permitted at rack uprights. 17.1.2.9.3.4 The solid barrier shall be installed on a horizon- tal plane within a rack, beneath which in-rack sprinklers shall be installed, as follows: The barrier shall be constructed of minimum 22 gauge (0.7 mm) sheet metal or of minimum 9e in. (10 mm) plywood. The barrier shall extend to both ends and both aisle faces of the racks covering up both the longitudinal and transverse flue spaces of the rack bays in which they are installed. The barrier shall be fitted to within Sin. (75 mm) of any vertical rack member or other equipment thatwould create an opening, such as vertical in-rack sprinkler pipe drops. 17.1.2.94 In-Rack Sprinklers. Minimum K-8.0 (K-1 15) quick- response sprinklers (ceiling-level or in-rack) shall be installed beneath each horizontal barrier. The deflector of the sprin- kler shall be located as close to the underside of the horizontal barrier as possible. 17.1.2.9.4.1 Single-Row Racks. (A) For single-row racks, sprinklers shall be installed at each rack upright and at each rack mid-bay as shown in Figure 17.1.2.9.4.1 (A). 5ft(1.5m) " max Horizontal /—Horiaontal barrier Plan View 3 in. (75 mm) max gap at rack upright X x x x x 12ft(3.7 m) max _X ix X1_ 12ft(3.7m) max FLJF-1 L ~I/KMMM/1 Elevation View FIGURE 17.1.2.9.4.1(A) Alternative Protection Single-Row Racks. (B) The maximum linear spacing between sprinklers at the face and each alternating bay shall not exceed 5 ft (1.5 m) and shall not exceed 10 ft (3.0 m) between sprinklers at every other bay. 17.1.2.9.5 The design of an in-rack sprinkler system shall be based on a minimum flow of 60 gpm (230 L/min) from the most. remote six sprinklers for single-row racks or the most remote eight sprinklers for both double-row and multiple-row racks. 17.1.2.9.6 The in-rack sprinkler demand shall not be re- quired to be hydraulically balanced with the ceiling-level sprinkler system. 17.1,2.9.7 Ceiling Sprinkler System. The ceiling-level sprin- kler system shall be designed based on the highest commodity hazard not protected by the criteria prescribed by 17.1.2.9. 17.1.3 Movable Racks. Rack storage in movable racks shall be protected in the same manner as multiple-row racks. 17.1.4 Fire Protection of Steel Columns - Columns Within Storage Racks. Sco Section (.10. 17.1.4.1' Whci e firipi ooflrtg of buil hug or 1ttnin i not vicit'd and slot tge 11igFits Or ill 0.'t(( ss of 0 ft (4,6 tn'. 100001) of building cr6uinns locat(,d ltoh1v ii uaitiuIh tit1tiit t1t tab fnutpnin iflclilsi\C 01 t1u' Opact' (1 willttit 12 in, 000 O'ttfl) of the Iructtpiiiu 511011 be iu octeiI III 110(01 dnnc wkh ott ool t ile followt ng: FN-Fp-A-13~ ~ COLUMN PROTECTION 2016 Edition (B) The maximum linear spacing between sprinklers shall not exceed ft (1,5 rn). 17.1.29.42 Double-Row Racks. For double-row racks, sprinklers shall be installed at each rack upright within the longitudinal flue space and at the face of the rack and at the mid-bay face of each rack bay as shown in Figure 17.1.2.9.4.2(A). The maximum linear spacing between sprinklers shall not exceed 5ft (1.5 m) at the rack face and lOft (3.0 m)within the longitudinal flue space. 17.1.2.9.4.3 Multiple-Row Racks. (A) For multiple-row racks, an alternating sprinkler arrange- ment shall be installed within adjacent transverse flue spaces, as shown in Figure 17.1.2.9.4.3(A), with sprinklers at the face of each flue space. 101 01 I Plan View (1.5 Plan View /3 in. (75 mm) max gap at rack upright 12tt(37m) max I II _-- _ max Elevation View FIGURE 17.1.2.9.4.3(A) Alternative Protection Multiple-Row Racks. Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width I 4 ft (1.2 m) I 8 ft (2.4 m) Commodity Classification gpm/ft2 (L/min)/m2 gpm/ft2 I (L/min)/m2 Group 0.68 27.7 0.57 23.2 plastics rLp,UoI,,sul..r,cI(7rs. 'It) LII) It) Itt}.i)t)UUI.11¼1I 1) IltI 174(7(7(71(7111)1 lIlly -'l I 4(71)1111) (7(7 (i))il.V((URI1l(!Vl 1(7(7(7111)! (71 lll• I' I (7) 1(711(71(11' (71 ('1! 'lW"" Ill 'IIIll *_I,( (1(7(7. **l (7ll'(7. 1(• l(7'l•(1 1 4% I 13-202 INSTALLATION OF SPRINKLER SYLSTEMS / 3 in. (75 mm) max gap at rack upright rr 12 ft (3.7 m) 1 0 12ft(3.7m) L 1-1 max 2i E3TLcOLU3 11n pnnizs -. Sidewall sprinklers at the 15 ft (4.6 m) elevation, pointed toward one side of the steel column Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinal)' temperature— or high temperature—rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 in) up to and includ- ing 20 ft (6,1 in) Provision of CMSA or ESFR ceiling sprinkler protection 17.1.4.2 Where storage heights are in excess of 15 ft (4.6 m) and vertical rack members support the building structure, tile vertical rack members shall be protected in accordance with one of the options in 17.1.4.1. 17.1.4.3 The flow from a column sprinkler(s) shall be permit- ted to be omitted from the sprinkler system hydraulic calcula- tions. 17.1.5 Solid Shelving. 17.1.5.1 Where solid shelving in single-, double-, and multiple- row racks exceeds 20 ft2 (1.9 m2) but does not exceed 64 ft-' (5.9 rn) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and below shelves at intermediate levels not more than 6 ft (1.8m) apart vertically. (See Section C.11.) I I I I I [1 I I I I 1 I 1 2016 Edition INFPA13 I 1 KLAUSBRUCKNER. No other reorothotion or transmission in any form permitted without wrttten permission of NFP.'\ For inqutres or to report unauIhozed use. conteot Icensngnfpa org 13-54 INSTALLATION OF SPRINKLER SYSTEMS I I 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3,1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not he used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See FigureA.8.5.5.l.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from frilly developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixwres. 33•535 Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuoiis obstructions e more DoBsTTIoNs3 mail- ed Spiittkler 11al1 bc tailed under fled cktrue rtiorts nvet 4 d (1.2 Tro in weldi. 8.5.5.3.1.1 ;pxtkIcr ha1I he 1Jcat<1 hclodrhe ohNirnctiun (iin4 nut mole than 3 iii. (75 mm) from the outside edge of lie khstmuctiomi. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall he positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the foot' or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ii (11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler defectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft'-'(3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m9) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A,) shall be determined in accordance with 8.5.2.1. 2016 Edition INFPA13 I 3 r.Lhtp,,ur'.:dcn MU - ti I .pluuucuU: I UI IIeIIsIfIISlaIL,I I III dl I)' lucill peilla:ueu W211117d1 WI Hell udlrll:SUUI I UI lM 1$ r Vi niquae-i II IV lCVFi UIIiILIiFIOIIZISII (ISO. wrvam IiCYMSifly2jflipa Org 1 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see GPa/4ei 13) and as modified by Specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.8* Draft curtains shall not be used within ESFR sprin- kler systems. CEILING SLOPE inklers or between hazards l4-1.2,.'Ceiling 81 e. Th pinkIcr siiii ci 1t0a IiflLci in Chap(,-i 1 - and ( 0 ifil( I thiuniih 21 'irr !ntcndl (1 U pp!m io buildi ng with ceiling !oe nut xc I1Iii, 2 in 12 I Cl nt) unkss n 2mfr 2by a specifii UOn ill Chap- lcr 12 'mcI ( ]apiçju A 0iroifgh 20 1 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12,1.3.1,1 through 12.1.3,1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall he in accordance with 12.1.3.1.3.1 or 12. 1.3. 1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall he used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall he based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4,1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.8.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 min), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- mnents of 12.1.3.4.3 through 12.13.4.8 shall apply. 12.1.8.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 111). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 m) or providing one level ofsupplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- Lion 17.3, protection shall be based upon providing one level I I I I I I I I I I I I I I I I 2016 Edition INFPA13 I I I<L.AUSt3RUCKNFR. No other reproduction ortransmavon In any form perrntted wdhout wrilte.n permsar of NFPA For inquires or to report u authorized use, c0nt5c4 ilicansing@nfpa org. PROTET1ON OF MISCELLANEOUS AND LOW-PILED STORAGE 13-153 Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets Maximum Storage Maximum Minimum Operating Height Ceiling/Roof Height Pressure Type of Sprinkler (Orientation) Location of Storage Nominal K-Factor ft in ft m psi bar 14.0 25 7.6 30 9.1 50 3.4 25 7.6 32 10 60 4.1 (200) On floor or rack ESFR (pendent) without solid 25 7.6 30 9,1 35 2.4 shelves 16.8 (240) 2u - i.6 32 10 42 2.9 35 Ii 40 127 52 3.6 11 12.12.2.2.4.2 Where plastic pallets are stored without cutoffs from other storage, the following shall apply: Maximum storage height of 10 ft (3.0 m) Maximum ceiling height of 30 ft (9.1 m) Sprinkler density 0.6 gpm/ft2 over 2000 ft2 (24.4 mm/ min over 186 1119) Minimum sprinkler K-factor of 16.8 (240) 12.12.2.2.4.3 Plastic pallets shall have no impact on the re- quired sprinkler protection when stored as follows: Storage sha11be piled no higher than 4 ft (1.2 m). Sprinkler protection shall employ high temperature- rated sprinklers. Each pallet pile of no more than two stacks shall be sepa- rated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of stored commodity. Minimum ceiling design of OI'12 shall be used. 12.12.2.3 Idle plastic pallets shall be stored only in racks where protected in accordance with the requirements of Table 12.12.2.2.3. 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the required protection of idle plastic pallets stored in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.12.3.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12.1.3, 12.12.23, and 12.12.3.2. 12.12.3.2 Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are lo- cated above the stored pallets and the applicable protection cri- teria referenced for on-floorstorage in Section 12.12 are applied. 12.12.3.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted tsthout revising the design area, but the density shall be no less than 0.15 gprn/fi2 (6,1 mm/mm). Chapter 13 Protection of Miscellaneous and Low-Piled Storage 13.1 General. 13.1.1 This chapter shall apply to any of the following situa- tions: Miscellaneous storage of Class I through Class IV com- modities up to 12 ft (3.7 rn) in height Miscellaneous storage of Group A plastics up to 12 ft (3.7 m) in height Miscellaneous storage of rubber tires up to 12 ft (3.7 m) in height Miscellaneous storage of rolled paper up to 12 ft (3.7 m) in height Storage of Class I through Class IV commodities up to 12 ft - (3.7m) in height as directed by 14.2.3.1 and 16,2.1.2.1 Storage of Group A plastics up to 5 ft (1.5 in) in height as directed by 15.2,1 and 17.2.1.1 13.1.2 Hose Connections. Hose c Solid Shelving quired for the protection of mie Low-Piled Storage 13.1/3 Solid Shelf Ra'ks. - - 13.1.3.1 For 5toratc of Class I thronh Class W 12 Ii 1'3.7 tn - or less ill hnighr that dons nor niet Lite dcPniiinii of irrcl5. rrrcoLr 3/era that is on solid shelf rtckr, in-tark sprinkles shall he pl-ovi{lecl in accoidarjcr, rhth I hip, and coiling spiitikir protoctiod shall be provided in accordancc with (1haptci I 13.1.3.2 For itOriigC Of GiorpA Plastics 5 ft i l.5 at) or loss in height that slant nc.l meet tic dflniti'sim of :\lLicsllun:ues S/en ar that is on -solid shoifraslcs, itmoack sprinklers shall be pro', sded in accordance with 17.1.5, and railing aphirkior probe- lion si all be p osthed in accordance with Chapter Pi. 13.2 Design Basis. 13.2.1 The protection criteria shall be selected from Table 13.2.1 and Figure 13.2.1. 13.2.2 Installation criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. INFPA13 I 2016 Edition 1_1 I I I UIbiISiU II ,flIy nu, Immutwu wou wruterl p mii;pIon rh ror flqUirH$ or to report urrurrrpnzeq 1*13. coflian Icerishngtrrpa crra I PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-203 17.1.5.2 Where solid shelving in single-, double-, and multiple- row racks exceeds 64 ft2 (5.9 1112) in area or where the levels of storage exceed 6 ft 0.8 in), sprinklers shall be installed at the ceiling and below each level of shelving. 17.1.5.3 Where multiple-row racks of any height have no lon- gitudinal flue or where double-row racks with storage up 25 ft (7.6 m) in height have no longitudinal flue, the situation shall not be considered solid shelves where transverse flues exist at maximum 5 ft (1.5 m) intervals and additional in-rack sprin- klers shall not be required in accordance with 17.1.5.1 and 17.1.5.2. 17.1.5.4 The maximum horizontal spacing between in-rack sprinklers shall be 5 ft (1.3 in). 17.1.5.5 Ceiling design criteria for CMDA, CMSA, and ESFR sprinklers shall be an applicable option for open racks com- bined with in-rack sprinklers installed in accordance with the criteria for solid shelving. 17.1.5.6 Where the criteria in 17.1.5.7 are not met, the water demand for the in-rack sprinklers shall he based on a mini- mum flow of 30 gpm (115 L/min) discharging from the fol- lowing number of sprinklers balanced to the ceiling sprinkler demand in accordance with Section 23.8: Eight sprinklers where only one level of in-rack sprinklers is installed Fourteen sprinklers (seven on each of the top two levels) when more than one level of in-rack sprinklers is installed 17.1.5.7 The water demand for in-rack sprinklers shall not be required to be balanced to the ceiling sprinkler demand where additional face sprinklers are installed tinder each solid shelf at rack uprights and the in-rack sprinklers are calculated to discharge at least 60 gpm (230 L/min) from eight sprin- klers. 17.1.5.8 Where solid shelves obstruct only a portion of the rack, in-rack sprinklers shall be installed horizontally, within the flue a minimum of ft (1.2 m) beyond the end of the solid shelf, and vertically as follows: - and 17.1.5.2 for CMDAsprin- TopGontnerslighest solid shelf for CMSA 171 1 Open Top Containe '111c pr r nrn 01 n u YP 4 0311 I1fl01 1 OliNidi op of Ch 1prcr 11 Lr 5 ir............ ... .......................................... .... ............ .......................................... ..... ...... 17.1.7.4* Where in-rack sprinklers are installed in longitudi- nal flues, they shall be located at an intersection of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.1.7.4.1 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 17.1.7.4.2 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.1.7.4.3 For storage over 25 ft in height, in-rack sprinklers in longitudinal flues shall he installed with the deflector lo- cated at or below the bottom of horizontal load beams or above or below other adjacent horizontal rack members, and such in-rack sprinklers shall be a minimum of 3 in. (76 mm) radially from the side of the rack uprights. 17.1.8* Horizontal Barriers and In-Rack Sprinklers 17.1.8.1 Horizontal barriers used in conjunction with in-rack sprinklers to impede vertical fire development shall be con- structed of sheet metal, wood, or similar material and shall extend the full length and depth of the rack, 17.1.8.2 Barriers shall be fitted within 2 in. (50 mm) horizon- tally around rack uprights. 17.1.9 Flue Space Requirements for Storage Up to and In- cluding 25 ft (7.6 in). See Section C.13. 17.1.9.1 In double-and multiple-row open racks, a longitudi- nal (back-to-back clearance between loads) flue space shall not be required. 17.1.9.2 Nominal 6 in. (150 mm) transverse flue spaces be- tween loads and at rack uprights shall be maintained in single-, double-, and multiple-row racks. 17.1.9.3 Random variations in the width of flue spaces or in their vertical alignment shall be permitted. 17.1.10 Flue Space Requirements for Storage Over 25 ft (7.6 m). 17.1.10.1 Nominal 6 in. (150 mm) longitudinal flue spaces shall be provided in double-row racks. 17.1.10.1.1 Nominal 6 in. (150 mm) transverse flue spaces between loads and at rack uprights shall be maintained in single-, double-, and multiple-row racks. 17.1.10.1.2 Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. 17.2 Protection Criteria for Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 17.2.1 Control Mode Density/Area Sprinkler Protection Cri- teria for Single., Double-, and Multiple-Row Racks for Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 in) in Height. 17.2.1.1* Storage 5 ft (1.5 in) or Less in Height. For the stor- age of Group A plastics stored 5 ft (1.5 m) or less in height, the sprinkler design criteria for miscellaneous storage specified in Chapter 13 shall be used. 17.2.1.1.1 For storage 5 ft (1.5 rn) or less in height that does not meet the definition of Miscellaneous Storage that is on solid I I I I I I I I I I I I 17.1.7 In-Rack Sprinklers. 17.1.7.1 The number of sprinklers and the pipe sizing on a I line of sprinklers in racks shall be restricted only by hydraulic calculations and not by any piping schedule. 17.1.7.2 When in-rack sprinklers are necessary to protect a higher hazard commodity that occupies only a portion of the I length of a rack, in-rack sprinklers shall be extended a mini- mum of 8 ft (2.4 in) or one bay, whichever is greater, in each direction along the rack on either side of the higher hazard. I 17.1.7.2.1 The in-rack sprinklers protecting the higher haz- ard shall not be required to be extended across the aisle. 17.1.7.3 Where a storage rack, due to its length, requires less than the number of in-rack sprinklers specified, only those I in-rack sprinklers in a single rack need to be included in the calculation. I INFPA13 I 2016 Edition I LAUS3RUCKNtR. No other reproduction or trans, .son to any form pemuted without written permission of NFPA For inquires or to repel'. umflhortzed use, contact iiceoswgynfpa org. ANNEX C 13-449 Table C.9 Summary of Relationship Between Sprinkler Discharge Density and the Extent of Fire Damage and Sprinkler Operation Fire Damage in Test Array Sprinkler Operation Density [gpm/ft2 (Lpm/m2)] % ft2(m2) [165°F (74°C)] Area [ft2 (m2)] 0.30 (12.2) (ceiling only) 22 395 (37) 4500-4800 (418-446) 0,375 (15.2) (ceiling only) 17 306 (24) 1800 (167) 0.45 (18.3) (ceiling only) 9 162 (15) 700 (65) 0.20 (8.1) (ceiling only) 28-36 504-648 (46-60) 13,100-14,000 (1217-1300) 0.20 (8.1) (sprinklers at ceiling and in racks) 8 144 (13) 4100 (380) 0.30 (12.2) (sprinklers at ceiling and in racks) 7 126 (12) 700 (65) For SI units, 1 ft = 0.3048 in; °C = %(°F -32); 1 gprn/ft° = 40.746 nun/min indicate little effect of point of ignition in the particular con- figuration tested. Test 125, when compared with Test 133, indicates no sig- nificant difference in result between approved low-profile sprinklers and standard sprinklers in the racks. C.10 [16.1.4 and 17.1.4] Temperatures in the test column were maintained below 1000°F (538°C) with densities, of roof ceiling sprinklers only, of 0.375 gpm/ft2 (15.3 mm/mm) with 8 ft (2.4 m) aisles and 0.45 gpm/ft2 (18.3 mm/mm) with 4 ft (1.2 m) aisles using the standard commodity. C.11 [16.1.6.1 and 17.1.5.1] Test 98 with solid shelves 24 ft (7.3 m) long and 7½ ft (2.3 m) deep at each level produced total destruction of the commodity in the main rack and jumped the aisle. Density was 0.3 gpm/ft2 (12.2 mm/mm) from the ceiling sprinklers only. Test 108 with shelves 24 ft (7.3m) long and 3½ft (1.0m) deep and with a6 in. (150 mm) longitudinal flue space and one level of sprinklers in the rack resulted in damage to most of the commodity in the main rack but did notjump the aisle. Density from ceiling sprinklers was 0.375 gpm/ft2 (15.3 mm/mm), and rack sprinklers dis- chargçd at 15 psi (1.0 bar). These tests did not yield sufficient information to deveop a comprehensive protection standard for solid shelf racks. Items such as increased ceiling density, use of bulkheads, other con- figurations of sprinklers in racks, and limitation of shelf length and depth should he considered. Where such rack installations exist or are contemplated, the damage potential should be considered, and sound engi- neeringjudgment should be used in designing the protection system. Test 98, with solid shelving obstructing both the longitudi- nal and transverse flue space, produced unsatisfactory results and indicates a need for sprinklers at each level in such a rack structure. Test 147 was conducted with ceiling sprinklers only. Density was 0.45 gpm/ft2 (18.3 mm/mm) with a sprinkler spacing of 100 ft2 (9.3 m2).A total of 47 sprinklers opened, and 83 per- cent of the commodity was consumed. The fire jumped both aisles and spread to both ends of the main and target racks. The test was considered unsuccessful. Test 148 was conducted with ceiling sprinklers and in-rack sprinklers. In-rack sprinklers were provided at each level (top of first, second, and third tiers) and were located in the longi- tudinal flue. They were directly above each other and 24 ft (7.3 m) on center or 22 ft (6.7 m) on each side of the ignition flue. Ceiling sprinkler discharge density was 0.375 gpm/ft (15.3 mm/mm). In-rack sprinkler discharge pressure was 30 psi (2.1 bar). A total of 46 ceiling sprinklers and three in- ercent of the commodity was Open Top Containers '.0 ete al between both aisl C.12 [16.1.7 and 17.1.6] Frro mstso.itl pnin r011taiOaS In ih apnr hot ofitofago JUd a potmon of f lit, thiol dr of onrapt' prodtt((d Ott iticrtm5th ill sprinl:lor opclalion Ir(ni 36 to 11 spi kIOJ atic 0 111010 j)loflOuhlcod aIt ptrnjt and itt- in firesproad in the main an-ay. 1 he smooth tttiderside of the containers rinsolv 1pptoaimotec flr, h&l,i\iot at slave pal lets.. C.13 [16.1.10 and 17.1.9] Test 80 was conducted to determine the effect of closing back-to-back longitudinal 6 in. (150 mm) flue spaces in conventional pallet racks. Test results indicated fewer sprinklers operating than with the flue space open, and, as such, no minimum back-to-back clearance is necessary if the transverse flue space is kept open. Tests 145 and 146 were conducted to investigate the influ- ence of longitudinal and transverse flue dimensions in double-row racks without solid shelves. Results were compared with Tests 65 and 66. Flue dimensions in Tests 65, 66,145, and 146 were 6 in. (150 min), 6 in. (150 mm), 3 in. (75 mm), and 12 in. (300 mm), respectively. All other conditions were the same. In Tests 65 and 66, 45, and 48, sprinklers operated com- pared with 59 and 58 for Tests 145 and 146, respectively. Fire damage in Tests 145 and 146 was somewhat less than in Tests 65 and 66; 2100 ft3 (59 m3) and 1800 0 (51 rn5) in Tests 145 and 146, respectively, versus 2300 ft" (65 m3) and 2300 ft" (65 m5) in Tests 65 and 66, respectively, of combustible mate- rial were consumed. Test results indicate narrow flue spaces of about 3 in. (75 mm) allow reasonable passage of sprinkler water down through the racks. Tests 96 and 107, on multiple-row racks, used 6 in, (150 mm) transverse flue spaces. The water demand recom- mended in the standard is limited to those cases with nominal 6 in, (150 mm) transverse flues in vertical alignment. C.I4 [16.2.1.3.1] Tests 65 and 66, compared with Test 69, and Test 93, compared with Test 94, indicated a reduction in areas of application of 44.5 percent and 45.5 percent, respectively, with high temperature-rated sprinklers as compared with or- dinary temperature-rated sprinklers. Other extensive Factory Mutual tests produced an average reduction of 40 percent. INFPA13 I 2016 Edition I I ATTACHMENT #8 ALARM/MONITORING FIRE PROTECTION AND LIFE SAFETY SYSTEMS 903.3.6 Hose threads. Fire hose threads and fittings used in connection with automatic sprinkler systems shall be as prescribed by the fire code official. 903.3.7 Fire department connections. Fire department connections for automatic sprinkler systems shall be installed in accordance with Section 912. 903.3.8 Limited area sprinkler systems. Limited area sprinkler systems shall be in accordance with the standards listed in Section 903.3.1 except as provided in Sections 903.3.8.1 through 903.3.8.5. 903.3.8.1 Number of sprinklers. Limited area sprin- kler systems shall not exceed six sprinklers in any sin- gle fire area. 903.3.8.2 Occupancy hazard classification. Only areas classified by NFPA 13 as Light Hazard or Ordi- nary Hazard Group I shall be permitted to be protected by limited area sprinkler systems. 903.3.8.3 Piping arrangement. Where a limited area sprinkler system is installed in a building with an auto- matic wet standpipe system, sprinklers shall be sup- plied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permit- ted to be supplied by the plumbing system provided that the plumbing system is capable of simultaneously supplying domestic and sprinkler demands. 903.3.8.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accordance with NFPA 13 shall be provided to demon- strate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classification. 903.3.9 Floor control valves. Floor control j'alves and wateflow detection assemblies shall be installed at each floor where any of the following occur: Buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. Buildings that are four or more stories in height. Buildings that are two or more stories below the highest level offire department vehicle access. Exception: Group R-3 and R-3.1 occupancies floor control valves and wateifiow detection assemblies shall not be required. 903.4 Sprinkler systent supervision and alarms. Valves contoalling the water supply for automatic sprinkler systenis, pumps, tanks, water levels and temperature.s, critical air pros- su: es and waterfiow switches on all sprinkler systems shall he electrically supervised by a listed fire alarm control unit. Exceptions: 1. Automatic sprinkler systems protecting one- and two-family dwellings. — L iii itcd u sty ni let s sk ni in teordaNcL with Section 9033.8. Automatic sprinkler systems installed in accordance ss ith NFPA 1-"P\ where a common Supply main is used to supply both domestic water and the auto- matic sprinkler system, and a separate shutoff valve for the automatic sprinkler system is not provided. Jockey pump control valves that are sealed or locked in the open position. Control valves to commercial kitchen hoods. paint spray booths or dip tanks that are scaled or locked in the open Position. Valves controlling the fuel supply to fire pump eneines that are sealed or locked in the open posi- tion. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems that are sealed or locked in the open position. 903.4.1 Monitoring. Alarm, supeevisoiy and trouble sig- nals shall he distinctly different and shall be automatically transmitted to an approved supervising station or, where approved by the fire code official, shall sound an audible. signal at a constantly attended location, Eveeptions: Underground key or hub valves in roadway boxes provided by the municipality or public utility are not required to be monitored. 2. Backticw prevention device test valves located in limited area sprinkler system supply piping shall he locked 16 the open position. hi occupancies required to he equipped with a fire alarm systean the hackfiow preventer valves shall he electri- cally supervised by a tamper switch installed in accordance with NFPA 72 and separately annun- ciated. 903.4.2 Alarms. One exrei'ior approved audible device, located on the exterior of the building in an approved loca- tion, shall be connected to each automatic sprinkler sys- tem. Such sprinkler waterfiow alarm devices shall he activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the sys- tem. Where a firealnnn system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system, Visible a/cilia noti73cnion appliances ,Iial/ i:o% be requited exoepl u/ten i'ocpiIred by Scdioa 907, 903.4.3 Floor control valves. Approved supervised indi- cating control valves shall be provided at the point of con- nection to the riser on each floor in high-rise buildings and Group 1-2 occupancies having occupied floors located more than 75.feet above the lowest level offire department vehicle access. 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with Section 901. 903.6 Where required in existing buildings and structures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter 11. 2019 CALIFORNIA FIRE CODE 171 Copyrinht o oig ic All RIOlITI, Rk$kl(','Iii). Aco'ed by (iii. Kimnb,nckrnr lrk&ok. ,i...'.k r.,i,,i. C ) (Inior Nulokon I(OOO'(7IO on Dn 10.3010 0.0.J I'M IrSTi .urnu.nI n, LIOI'OO( A0rn'mtfll with Mrrh. rqoolouIinn. rn (uriC,., royrodurninnoby nylhL'd puny.,, .!L,,rlhu,icn .nthorMn,i knyle 'urnr only. oyyiny ord networkiny rrobibil.d. ANY IJNAurilolklzkn lC.EI'RO tICrION OR IRSTRIBIrrION IS VIOLATION 017 THE FEDERAL col'yglc.IryAcTANoTHE. LICENSEA(CREEINIF,WF, AND suylycrro CIVIL AND CRCMCC(AL rENAI:ruis'I'IgyRIiIiNpyR. I I I I H ATTACHMENT #9 I BUILDING ACCESS - DOORS & ROADS I I I I I I I H I I I I I I Part 111—Building and Equipment Design Features I CHAPTER 5 FIRE SERVICE FEATURES User note: About this chapter: Chapter 5 provides requirements that apply to all buildings and occupancies and pertain to access roads, access to building openings and roofs, premises identification, key boxes, fire protection water supplies, fire command centers, fire department access to equipment and emergency responder radio coverage in buildings. Although many safety features are part of the building design, features such as proper fire department access roads and radio coverage are necessary in case of emergency and are important tools for emergency responders for public safety and their own safety. SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except where approved Jalternative mëthOds Of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. SECTION 503 FIRE APPARATUS ACCESS ROADS 503.1 Where required. Fire apparatus access roads shall be provided and maintained in accordance with Sections 503,1.! through 503.13. 503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved i nto or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feel (45 720 mm) of all por- tions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: The fire code official is authorized to increase the dimension of 150 feet (15 720 mm) where any of the following conditions occur: 1.1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1. 903.3.1.2 or 903.3.1.3. 1.2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonneeotiahlc grades or other similar conditions, and an approved alternative means of fire protec- tion is provided. 1.3. There are not more than two Group R-3 or Group U occupancies. Where approved by the fire code official, fire apparatus access roads shall he permitted to he exempted or modified for solar photovoltaic power generation facilities. 2019 CALIFORNIA FIRE CODE 107 - cpynhtc 201v C(-- ALl. RIC I ITS RESERVED. A ,nibyEJII, Kkonb,ucknor lobAk ,i,rokoo,.n,m). I (Ad,, N,rn,bor ,000047o on tIo 0. 90D0 PMWS) puroonol I. Ii n,OARrO,m,,,, it It k I I L I cc No t,oAtor rop,o,lncll,n. no yrdn, ,nrodoCj,o,, by onythir.I puny. or djru,jlmu,m oulhurj,cd, sr.ojo on, uniy. coiny and o,1w,,kInj yonhibIot ANY UNAU'I'tIOAIZED 'RoucrIoiu on DIS CRIBUTION 15A VICILATIOSOOITIIF. FEDERAL coyyr,rcary ACTANDTIIE LICENSE A(; REWIXI ANDEISIECr'EO CIVIL AND CIEMINAL SENAL'IIFSTEREIJNI)EIl. I [1 FIRE SERVICE FEATURES 503.1.2 Additional access. The fire code official is autho- rized to require more than one fire apparatus access road 51 based on the potential for irtipaitment of a single icad by vehicle congestion, condition of terrain, climatic condi- tions or other factors that could limit access. 503.1,3 High-piled storage. Fire department vehicle access to bbildings used for high-piled combustible slot- age shall comply with the applicable provisions of Chapter 503.2 Speeificntions. Fire apparatus access toads shall he installed and arranged in accordance with Sections 5032.1 rt!t.hioLigll 50.2.8. fCalifornia Code of Regulations, Title 19, Division 1, §3.05(a)] Fire Department Access and Egress. (Roads) (a) Roads. Required access roads from eveiy building to a public street shall be all-weather hard-suifaced ('suitable for use by fire apparatus) right-qf-way not less than 20 feel in width. Such right-of-way shall be unobstructed and maintained only as access to the public street. Exception: The enforcing agency may waive or modjfy this requirement if in his opinion such all-weather hard-surfaced condition is not necessay in the interest ofpublic safety and welfare. 5ft3 2 1 5tSimensons ppratus access roads shall ha e an imobstrueled idili of not less than 20 feet (6096 mm) exclusive of shoulders e'ccept for approved secants gates in accordance wit h Section 503.6, and an unob strucled vertical clearance of not less than 13 feet ( inches (4115 mm) 503.12 2 uthoi ity. The tire code official shall hase the authority to require or permit modifications to the required access widths y, het e they are inadequ it. fat flue or rescue operations or where neecsscn5 to meet the public safety objectives of lhjurisductuon 503.2 .3 cur fqce Fire apparatus access roads shall be designed and maintained to support the imposed loads of fine apparatus and shall he surfaced so as to provide all- weather dns ung capabilities c93 .2 .4 Turning radius The required turning radius at a fire app'eratus ieCC5S toad shill he determined by the fire code official. 503.2.5 Dead ends,. Ucad end fire Ipruietcis access toad in excess of 10 feel (45 720 mm) in length shall be pro- vided with ah approved area for turning around fire appa ratus 503.2.6 Bridges and elevated surfaces. 'Where a bridge or an elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO FIB-] 7 Bridges and elesated suiface-s shall be designed for a live load sufficient 10 Lair the imposed loads of fire apparatus Vehicle load limits shall be postdd at both entrances to bridges where required [)%7 the the code official. \here elevated surfaces designed for emergency vehicle use are adjacent to surfaces that are not designed for such use approved barriers, approved signs or hoth shall be installed and unuitarned where required by the fire code official 503.2.7 Grade. The grade of the fire apparatus access road shell he within the limits established by the fire code offi- cial based onthefire department'-, apparatus. 503.2.8 Angles of approach and departure. The angles of approach and departure for fire apparatus access roads shall be within the limits established by the the code offi- cial based on the fire depaitinent's apparatus -503.3 Marking \\ here required by the fire code official appriwed signs or othcI appinsed notices or markings that include the words NO PARKING FIRE LANE shall he provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereo f The means by v itch fire lanes are designated shall be maintained in a clean and legible coditiori at all times and be replaced or repaired hen neces- fary to provide ide adequate vjsibility 663.4 Obstruction of fire apparatus access roads Fire ppar itus access roads shall not be obstructed in an manner, 1nliiduig tile parking of vehicles. The minimum as idths and lthranees established in Sections 01 2 I and a03,2.2 shah be maintained at all times ARON'503 4 1 1 Traffic calming des ices Tiaffi czhning devices shall he prohibited unless approved by the fire code offi- cial, 503.5 Required gates or barricades. The fire code official is authorized to requite the installation and maintenance ot gates or other approved barricades across fire apparatus access roads trails or other aceessasass not including public streets, ahle s or highasas s Electric gate operators where pros ided, shall be listed in accordance with UL 525 Gates intended for iutoniitie opetatian shall be designed con- structed and installed to cot ipla with the requirements ot F2'00- 503.5.1 Secured gates and barricades. Where required gates and barricades shill he scented in an approved nan nci Roads nails and other aeeesss aK, that have beer closed and obstructed in the manner prescribed by Section 503.5 shall not be trespassed on or used unless authorized by the owner and the flue code Official Exception The kStticllOi) On USe shall not apply to pubbe oerctin. a ithni the scope tit duty 503.5.2 Fences and Gates. School grounds may be fenced and gales therein may be equipped with locks, provided that safe dispersal areas based on 3 square feet (0.28 ,n') s per occupant are located between the school and the fence. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm.) from school build- ings. Every public and private school shall conform with Sec- tion 32020 of the Education Code which states: The governing board of evemy public school dis- trict, and the governing authority of eve;y private school, which maintains any building used for the instruction or housing of school pupils on land entirely enclosed (except for building walls) by fences of walls, shall, through cooperation with the local law enforcement and fire-protection agencies having jurisdiction qf the area, make I I I I H I I I I I I I I I I I LI 108 2019 CALIFORNIA FIRE CODE CopyAohi 600 (CC ALL JUGS ITS RESERVED Ac000i by I'll ;Le CIi roic, (0k(okbloi,t a06 0o0). (i 0r,i0,No0brn -I W901710 0, Doo 6. 1090,V PM lIST) 10000 (0 L)1(000 .'.rnrnrnorn 00,5 1111111111H.,1111H Vl] II t1Ii k[ [ CC No hrnho, ,op,ndor21rn. ,o Pooho, ,oro,iocIh,Ioo by oi'y 51(0) poOp. or dlo,Ibo0ion rnlho,1(rni. IMpS urns oO)r,00pyog ond nowonklnp plohlhllooi ANY UNAU1tlOoizl)I) REPROI)(21i )iO OR OIYrRIIIUTION IS A ViOLATION (liTHE ILDE(1.'IL COPYRIGHT ACT ANI>TiIII LICENIF. AGIIEIIMIL0Ii. ASH) SUOPICE TO ClEiLANi) CRiMiNoli. PENALTIES TiIEHF.UNIM!R. FIRE SERVICE FEATURES Ell provision .for the erection of gates in such fences or walls. The gates shall be of szfficient size to permit the entrance of the ambulances, police equipment and firefIghting apparatus used by the law enforcement and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. (f such gates are to be equipped with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cut- ting devices with which the local law eforcenien1 andfire -protection agencies may be equipped. 503.6 Secu nt gates. The insilIatioi fseLuiith gates ass a fire apparatus access road shall he approved by the lire code official. Where security gates are installed, they shall have an approved means of emergency operation The security gates and the eluc.rgenc\ opLi ation shall be mai ntained operational at all limes. Electric- gate operators, where provided, shall he listed in accordance with UL Gates intended for auto- nauc operation shall he designed. constructed and installed to corply with the requirements ot'AS1M F2200. SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- tained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided where required by the fire code official. /California Code of Regulations, Title 19, Division 1, §3.05(b)/ Fire Department Access and Egress. (Roofs) lb) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, --chain link fencing, - or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event offire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of seven feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roqf structure a lateral distance from the mast not in excess qf one-sixth the height of the mast. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist of letters having a principal stroke of not less than 3/4 inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.7. 504.3 Stairway access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3- percent slope), shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Sec- tion 1011.12. Such stairway shall be marked at Street and floor levels with a sign indicating that the stairway continues to the roof. Where roofs are used for roof gardens or for other purposes, stairways shall be provided as required for such occupancy classification. 504.4 Roof access. No person shall install or maintain any security barrier such as barbed 'wire fencing, razor wire fenc- ing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event of ire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of 7 feel or more between the roof and said obstruction. Guy wire at- rods required to support aerial or antenna mnasls may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. SECTION 505 PREMISES IDENTIFICATION 505.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) high with a minimum stroke width of 2 inch (12.7 mm). Where required by the fire code official, address identification shall be pro- vided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the struc- ture. Address identification shall be maintained. 505.2 Street or road signs. Streets and roads shall be identi- fied with approved signs. Temporary signs shall be installed at each street intersection when construction of new road- ways allows passage by vehicles. Signs shall be of an approved size, weather resistant and be maintained until replaced by permanent signs. SECTION 506 KEY BOXES 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting 2019 CALIFORNIA FIRE CODE 109 I Eli' ' Copyipht o,o ICC ALL At(; [ITS RESERVES). A,o,,,.S by EIII Ehocok,,, II O,d,. Ntrn,h ,Eo7Ut,rn P 0. 00Qo P.M. (PST] poo.o3.I to l I I, I , I ". No f,oIh,, top.odoIIon. no In,thc, rq.00dovll000 by ,nythltd poy. of dinoti,nlloo noflo,,io.,E Slop.j, u.n. nip, nopinp nod nn000rkiny pn.tbibilnnt ANY UNAUTHORIZED REPRODUCTION OR INSTIRIflIfTIOl0 IS VIOLATION Or THE PEDEIIALCOPS'RNiEIT ACT AND THE LICENSE AC,REEMENT.ANI) SURJECTTOCJVIL AND CRIMINALPENALTIESTHEREUNDER. I I I I I I I I I I c* I I I I I I I I 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.1 Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisles: Interior aisles within the footprint of the storage area. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206.10.1 or the dimension to a wall or full height wall, which- ever is less. 3206.3.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall be used for the application of Table 3206.2 unless the high-piled stor- age areas are separated in accordance with one of the fol- lowing: I. High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of 1 hour con- structed in accordance with Section 707 of the Cali- fornia Building Code. 2. In buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, high-piled storage areas separated by 100 feet (30 480 mm) or more. The area providing the separation shall not contain high-piled combustible storage. 3206.3.2.1 Multiple class high-piled storage areas. High-piled storage areas classified as Class I through IV not separated from high-piled storage areas classi- fied as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high- piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception; Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. HIGH-PILED COMBUSTIBLE STORAGE 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. '306 6 Building acss ire pai'ius acsess i6?4s acu dnce sitFnS5cdon 503 shall be provided within 150 feet I 70 mm) of all portions of the exterior walls of buildings used thr hich-pilad storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterwar s, nonnegotiahie grades or other similar conditions, the fire code official is authorized to require additional fire protec- t]ofl 3206.7 Fire department access doors. Where fire depart- nnt access doors are required by Table 3206,2, fire depart- ment access doors shall he provided in accordance Sections 006 71 through 320u 3206.7.1 Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not lace a fire apparatus access road pwicicd that all of the )ollo ing conditions orcur 1. The opposite exterior wall faces a fire apparatus access road, 2 The opposite c\IL not wall is provided with fire department access doors. The entire interior surf'ace of the exterior wall is less than 150 feet (45 720 mm) avvay from a fire depart ment 'leress door, 4 the bnildin is equipped throughout s tth an auto- matic sprinkler system in accordance with Section 903,3.1.1. 3206 1 2 Where located Where exterior ssalls surround- ing high piled storage areas face fire apparatus 'lLCCSS roads, such walls shall be provided with fire department access doors. 3206 .7.3 Access to doors lire depaitniunt access door- shall be able to he accessed without the use ofa ladder. 3206.7.4 Marking on fire department access doors. Fire dcp'lrtliient access doors shall he labeled on the exterior side with the following sign or other approved sign FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrastine color to The back-- ground. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of ',-, inch (10 mm). 3206 75 Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet (38 100 mm) measured center to center, Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not proposed. 2019 CALIFORNIA FIRE CODE 451 IN . Coyydb o, r.M cc ALL RICH1R REbYRVO). .RR,cA by bYL o,koo, yob,,okc,e,oni, Ooko Nuioh, ,I 0710 oo 1)0010.0010 OYOO P.M. (PST) 050' lo IJcco r000000, olib JJ ICC No booboo opooboctioo. oo bonbo, ,oy,odoio, by oyh yaoy.or dlooihooi)on ooilh,o)ood. SInglo 0000 on)v. copylnO ond notwo,b)ng p,oh)bbcd AN)' )JNAUTIIORIZEI) IRP0000CrION OR 'JprRlotrrRonyA VIOLATION OFT PEObRALCOJYR)r,bTdcl AN))TIIEL)'i.MSE AOREEMENT.ANDSIJRIIAITOCVII.ANDCRTMINALPENAL'I'UL$TIIEIlE)INOER, HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206,2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED 3206, 3207 and 3206)' (see Section 3207.3) COMMODITY CLASS STORAGE AREA' (square feet) (see Sections 3206.2 and Automatic fire- extinguishing Fire detection system Fire dep.rttnernt Smoke and heat removal Maximum pile Maximum permissible Maximum 3206 3) system (see Section (see Section access doora (see Section (see Section dimension' (feet) storage height" pile volume (cubic feet) 3206.4) 3206 5) 3206.7) 3206.8) (feet) Not Not N t Not Not Not Not 0-500 Required' Required Reqtfred Required Required Required Required 501-2.500 Not Required' Yes' Not Requ ired Not 120 Required 40 100.000 2.501-12,000 Yes Not N t Not 120 40 400,000 Open to the public Required Requ ired Required 2301-12,000 Not No it Not '-lv Not open to the public Yes Required Requ redc Required 120 40 400,000 (Option I) 2.501-12,000 Not Not open to the public Required' Yes V s Yes 200,000 120 30' (Option 2) 12,001-500,000 Yes Not Y s Yes'-120 Required 40 400,000 Greater than Yes Not V s Yes',' 120 40 400.000 500,000 Required 0-500 Not Not N t Not 60 Not Not Required' Required Requ red' Required Required Required 501-2,500 Yes Not N t Not 60 30 75.000 Open to the public Required Requ red' Required 501-2,500 Not N Not Not open to the public Yes Required Requ red' Required 60 30 75.000 1igh (Option 1) 501-2.500 Not hazard Not open to the public Yes, is Yes"-' 60 20 50,000 (Option 2)Required' 2 ul--3l)'tUUu Yc3 _______ Not i... equire ? 'r'cs Yes"' 60 30 75,000 Greater than 300,000' Yes Not Yes Yes1" 60 30 75,000 Required For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m', I square foot = 0.0929 i&. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.10. Piles shall be separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height, Option I shall be used. F. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas irith an exit access travel distance of 250 feel (76 200 nun) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of SO (m 5)10 or less that are listed to control a Fire in the stored commodities tli 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. Not required in frozen food warehouses used solely for storage of Class I and ii commodities where protected by an approved automatic sprinkler system. 460 2019 CALIFORNIA FIRE CODE (ayplpht rni Cc: sic. RIGHTS RESERVES. by Sub Kbue,okoc, bekAb,,,b,u,knrn.corn).( lCcd,, N,,nb,, Irnco7loo, Do, P. 00I Ssc PM (PST) rnrno,,b I. Lioonrn ,\Do,rn,00c ,,,h (i11J 11 [ cc: No Io,cho, oyrodoabon. rn b,,iho, ,or'rodonk,no by ony 55,1 y,,, o, dl,L,jholinn ,,bhrnt,,i. 51npb,unoP sly. rn5th5 ond nsw.,bbo 'robbblo,I. ANY ussuyr,ucnsrir.u, gEu'R(nnllCrul)N OR nlhTRulflmnN us a VIOLATION ny fluE FEDERAL. CopyiluculyrAcT ANPTIIIb LIcliNSy. ACIPECM ENT. AND SUBJECT roclvul. RHpCrclMrraAu.u'ewAiluF:s TIlIbiREUNPEIt I I I I I I I I I I I I I I I I I 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.1 Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisles; I. Interior aisles within the footprint of the storage area. 2. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206.10.1 or the dimension to a wall or full height wall, which- ever is less. 3206.3.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall be used for the application of Table 3206.2 unless the high-piled stor- age areas are separated in accordance with one of the fol- lowing; I. High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of 1 hour con- structed in accordance with Section 707 of the Cali- fornia Building Code. 2. In buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, high-piled storage areas separated by 100 feet (30 480 mm) or more. The area providing the separation shall not Contain high-piled combustible storage. 3206.3.2.1 Multiple class high-piled storage areas. High-piled storage areas classified as Class I through IV not separated from high-piled storage areas classi- fied as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high- piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. HIGH-PILED COMBUSTIBLE STORAGE 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Fire apparatus access roads in accor- dance with Section 503 shall he provided witlun 150 feet ('15 720 mm) of all portions of the exterior walls of buildings used for high-piled storage Exception: Where fire, apparatus access roads cannot ho installed because of topograp10, railways, waterwayS, nonnegotihle grades or other similar conditions, the the code official is authorized to require additional fire protec- tion. 3206.7 Fire department access doors. Where fire depart- ment access doors are required by Table 3206.2, fire depart- ment access doors shall he provided in accordance Sections 3206.7.1 thiough 3206.78, - 3206.7.1 Exterior walls without fire department access I dooN hue department access doors are not iqutred in an extedor wall that does not face a fire apparatus access road provided that all of the following conditions occur; I The opposite exterior wall faces a fire apparatus access road. The opposite exterior will is provided with fire a; department access doors.X. I The entire interior surface of the exterior wall is less than 150 feet (45 720 mm) assay from a fire depart ment access door. 4 The building is equipped throughout with an auto matic sprinkler system in accordance with Section 903.3.1.1. 3206.7.2 Where located. Where exterior walls surround- nig lith piled storage areas face fire appacattis access I roads such s aIls shall he provided ssi tli fil e department access doors 3206.7.3 Access to doors. Fire department access doors shall he able to he accessed without the use of a ladder, 320674 Marking on fire department access doors Fire ckpdrnnent access doots shall be labeled on the exterior side with the lolloss in sign or other approved sign FIRE DLPART1ENT ACCESS DOOR DO NOT BLOCK - The lettering shall be in a contrasone color to the back- ground, Letters shall have a minimum height of 2 inches (a lmm) with a in inimuni stroke of b inch (10 mm 3206.7.5 Number,of dooms required. The requited tire department access doors shall bediitributed such that the lineal distance between adjacent fire department access doofs does not exceed 125 feet (38 100 mni) inasured center to center, Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not I proposed . 2019 CALIFORNIA FIRE CODE 451 I IlI' torrih '> 1(X ALL RIGitT S &1;iERVn,. by I I I O,d.'r ,,,',O o. . OLLA 'SI (PSI) r''' In Ucnn A,nnninm with I ICI No) rIO,, 'rod non irrniwr rn'rnr1 ci hyorydrird yoriy.rnr dlsirllrnil,r. oulinnrlood Sinyk r)y.cnyvin)urd nI.r)ArgprohiNiod. ANY NAUTSORIZii1) I I'll Li riIlidOR DIS1'InIRUTION IS A VIOLATION (w'rliy ItflERAi. COI'YRIGIIT AcT AND Ill) LICENSE AGREEMENT. MG) SuRIECI''rc) Civil. AND CRIEIINAI. I'ENALflES 1'IiERtUi)iigIt HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door size and type. Fire depament access doors shall he not less than 3 fbet (9 14 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not j be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire deparn)ient access doors shall he approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall he installed in accordance with Section 506.1 The hey box shall contain keys or devices ~J to allow for ently through the fire department access dg. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206. 10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelves classified as shelf stor- age shall be-not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- kiered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: I. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1 118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 1112) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable lire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOUD-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE CorydRhn conin cC. ALI, RIGHIN nESRRVKD. Ano, by )Oodor Noinbo, ttwHRm on flc, 36, 20I9009 P.V. (PAT) pn000, NoUoon.nAyrvomu wnih U411001112110 WC No 1mb.qvododkn.tnbher rep.ndocbonnby anythird p.nyoo dlo,ibuAonn,ihnrio,0L A400oor Ily.op-io6,ad ANY UNAUThORIZED REPRODUCTION OR DI)TI1IKITFJON 1PA VIOLATION OrTIIE FEPERAL(xE'YRIGIITACr AND PEIII LICENSE. AGRAIIMENT. AND suRI((rTO CIVIL. AND CRlbIINALI'(NALTlESrhlEkEUNI)ER. r' (: ) k / , OPP- Li •c:J •• •• r i riitic IPR I .7- F - I U I I I ATTACHMENT #10 SMOKE & HEAT REMOVAL I I I I I I I I I I I I I HIGH-PILED COMBUSTIBLE STORAGE Ii' TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STO RAGE SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3200) suction 3207.3) 0 MM G011 Y CLASS STORAGE AREA' (square feet) (see Sections 3206.2 and Automatic fire. extinguishing Fire detection Fire department Smoke and Maximumpile Maximum permissible Maximum 3206.3) system Section system (see Section access doors Section heat removOl (505 Sactlon dimension' storage helghtd pile volume (cubic feet) (see 3206.6) (see 3206,8) (feet) 3206.4) 3206.7) (feet) Not Not Not N t Not Not Not 0-500 Required' Required Required Reqi ired Required Required Required 501-2.500 Not Required' Yes' Not Required N Reqt ,t ired 120 40 100.000 2.501-12.000 Yes Not Not Nit 120 40 400.000 Open to the public Required Required Reqt ired 2,501-12,000 Not Not Not MV Not open to the public Yes Required Required' Reqt ired 120 40 400.000 (Option 1) 21501-12,000 Not Not open to the public Required3 Yes Yes Ye "' 120 30' 200.000 (Option 2) 12,001-500,000 Yes Not Yes Ye ' Required 120 40 400.000 Greater than Yes Not Yes Ye 120 40 400,000 500,000 Required OR 0-500 Not Not Not Not 60 Not Not Required' Required Required' Reqt ired Required Required 501-2,500 Yes Not Not Not 60 30 75,000 Open to the public Required Required' Reqt ired 501-2,500 Not Not Not Not open to the public Yes Required Required' Reqt ired 60 30 75.000 (Option I) lurd 501-2,500 Not Not open to the public Required' Yes,- Yes Ye "- 50,000 60 20 (Option 2) -. 2.OI3-3OIi,OOO Ycs Not > )11 Yc3 _____ 60 Required 30 75,000 Greater than 300,000 J Yes Not Required Yes Yest" 60 30 75,000 For SI: 1 foot = 304.8 mm, I cubic foot = 0.02832 m, I square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208, For aisles, see Section 3206.10. Piles shall he separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official, See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feel '76 200 ,nm,i or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (111 's) or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.!. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE r f 5y,i,i 21,17 OR MI. 1,10151, 1,ESEiO'Ei). A,,,,,,d by i.51c Kli t'r,,k,i,r (.AORb a' orr,cornJ. ) Or.k 55=5,, r,t,?,o ,a lk r. 26131,37,, 101 ClOT) r,r,,nl 0 i).nir 0 )A A1,Raoo, wllh I ( cc. No eho,,qrn4,nion, ic, ,,h,-r royrloolioil. b,oiy bird prly, o, dlodb,,l,o 01IIi31,1,01d, Sli0le uoorooly. oorylns orni prohihilod. ANY uNwriloll)zei) R(i'50171.l1JC'IIlN OR Dih1 lCt1TCON ii a ViOl,A'i'IuN ny'my ITDRAL copy in'AcrANil'pus ilCF.NSCIA(',ClI:SMENT.ANI) )IIRISC;FTOCIVIL AND CRIMINAL I1,.NAI.TISSTI!ER1IUNPES Pi I FIRE PROTECTION AND LIFE SAFETY SYSTEMS Exception: Group F-I aircrq/i manufacturing build. fggnd Group S-i aircraft repair hangars. I . 91012.2 High-piled combustible storage. Smoke and heat removal required by Table 3206.2 for buildings and per- nons thcrcuf cuntainin3 high pilcd Combustible StoMU shall be installed in accordhnce with Section 910.3 In I tit) spnnklered buildings: In huildinus and portions thereof ccntainin.u, high piled combustible storac. equipped C throughout with an automatic sprinkler system in accor- dance with Section 903.3. 1.1, a smoke and heat reiiioval ss 51cm shall hr insta lled in accordance with Section 910 or 910.4. in occupied portion,,, of a building equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1 vJieie the upper surface of the story is not a roof assembly, a mechanical smoke removal system in acoidance cc tb Section 910 4 shall be installed, 910.3 Smoke and heat vents. The design and insiaflation of I smoke and heat vents shall be in accordance cc mthSections 910 1 thiou1i 910 3 910.3.1 Listing and labeling Smoke and heat cents ch ill I he listed and labeled to indicate compliance with L k 793 or FM 4420 or IC( ES IC 331 910 3 2 Smoke and heat vent locations Smoke and heat vents shall hr loratd 20 feet 16096 mm) or more Irorn I adjacent lot lines and fire walls and 10 fcet (304$ minI or more from fire barriers. Vents shall he unifonnlc located within thr roof in the areas of the building where the vcnt3 I are required to be installed by Section 010 2 with consid- eration gicen to roof pitch spi inkier location and struc- tural members 910.33 Smoke und heat vents area. The required aggre- I " mate area of smoke and heat vents shall hr calculated as ifollows: For buildings equipped throughout with an automatio I apnnklrr system in accordance csith Section 90-31 3,11: 1 /0000 (1 qualion 9 where; I ,V = The required aggregate vent area (132), Volume ft of the area that irfitures smoke removal. I For unspnnklerrd buildings L1I30 (Equation 9-4) as herr I 1 The required aggregate vent area ft IA 'I lie area of the floor in the area that requires , eiemova1 I 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. ' 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 22 1°F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based on the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 m3/s). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 nmi) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located where they are able to be accessed by the fire service from an exterior door of the building and separated from the remainder of the building by not less than 1-hour fire barriers constructed in accordance with Section 707 of the C'alfornia Building Code or horizontal assemblies constructed in accordance with Section 711 of the Califor- nia Building Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of the California Electrical Code and be pro- tected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air-handling and mechanical smoke removal systems are combined or where independent building air-handling systems are pro- vided, fans shall automatically shut down in accordance with the California Mechanical Code. The manual con- trols provided for the smoke removal system shall have the capability to override the automatic shutdown of fans that are part of the smoke removal system. 910 S ntnteprjce and tetutg \ un trce rind test' smoke and heel vents and mechanical smoke removal sys- tems shall be in accordance cc1th Sections 9 10.5,1 and 910,5.2. A written record of inspection, testing and mainte- nance that includes the date identification of personnel involved, any, unsatisfa'ctor1 result, corrective action taken and replaced parts shall be maintained on the premises. 910.5.1 Smoke and heat vents. Smoke and heat vents hai1 be maintained in an operat ive condition. Inspection testing amid maintenance shall he in accordance scith N,17' \ 204 except as follows: L Mechanically operated smoke and treat veins shall be inspected annually and operationally tested not less than every 3 years. 2. Gravity dropout smoke and heat vents shall he inspected annually. 2019 CALIFORNIA FIRE CODE 211 I rn Z0I i(:C. All, JIIGLITy IIliSliJIVtiI) A .rnod by Kb,hrnkorn (oky'kirnoirnndrnrn.rnn}, (I (),dor Nornbrn rnrnrno4,po rn io.:rn rycrn PM iPTl yorolonr 0 N.n, , r000Irnfl wIth )jijJ ICC N. b.r.iwr r..y,o1..,.......f,r:h..r r..rroAwio... by any LhIrd yrnlp. or dioroiborlon oorho,iood. nyl.... only. oyyIog and ,rnwc,rbin. r.rohihltod. ANY LNAUI1iORLZEI) REPILODUCP!ON OR DbTP,IiILrTIOrd iS A VIOlATION OFTIIE I'EDERAI. COlYRFGlIT ACT ,INO'rylE LIC?NSE AGREEMENT. dM1) SLJIIiE(F TOCIPII. dM1) CRIMINAL. PEELALTIIIS TIIERWNDRII. FIRE PROTECTION AND LIFE SAFETY SYSTEMS 3. FusU, ded or piinIed ush!L !ink shl1 Ie lLpIaed 910.5.2 Mechanical smoke removal systems. Mechani- cal smoke removal systems shall be maintained in accor- dance with NFPA 204 and the equipment manufacturer's instructions except as follows: Systems shall be inspected and operationally tested annually. Testing shall include the operation of all system components, controls and ancillary equipment, such as makeup air openings. A written schedule for routine maintenance and operational testing shall be established and testing shall be conducted in accordance with the schedule. SECTION 911 EXPLOSION CONTROL 911.1 General. Explosion control shall be provided in the following locations: Where a structure, room or space is occupied for pur- poses involving explosion hazards as identified in Table 911.1. Where quantities of hazardous materials specified in Table 911.1 exceed the maximum allowable quantities in Table 5003.1.1(1). Such areas shall be provided with explosion (deflagration) venting, explosion (deflagration) prevention systems or barri- cades in accordance with this section and NFPA 69, or NFPA 495 as applicable. Deflagration venting shall not be utilized as a means to protect buildings from detonation hazards. TABLE 911.1 EXPLOSION CONTROL REQUIREMENTS' EXPLOSION CONTROL METHODS MATERIAL [ CLASS Barricade construction lExplosion(deflagratlon) venting orexplosion (deflagration) prevention systems Hazard Category Combustible dusts' - Not required Required Cryogenic fluids Flammable Not required Required Division 1.1 Required Not required Division 1.2 Required Not required Explosives Division 1.3 Not required Required Division 1.4 Not required Required Division 1.5 Required Not required Division 1.6 Required Not required Flammable gas Gaseous Not required Required Liquefied Not required Required Flammable liquids lAb Not required Required 1W Not required Required Organic peroxides Unclassified detonable Required Not permitted I Required Not permitted Oxidizer liquids and solids 4 Required Not permitted Pyrophoric Gases Not required Required 4 Required Not permitted Unstable (reactive) 3 detonable Required Not permitted 3 nondetonable Not required Required Water-reactive liquids and solids 3 2° Not required Not required Required Required Special Uses Acetylene generator rooms - Not required Required Grain processing - Not required Required Liquefied petroleum gas distribution facilities - Not required Required Where explosion hazards exist' Detonation Required Not permitted Deflagration Not required Required Combustible dusts that are generated during manufacturing or processing. See definition of "Combustible dust" in Chapter 2. Storage or use. In open use or dispensing. Rooms containing dispensing and use of hazardous materials where an explosive environment can occur because of the characteristics or nature of the hazardous materials or as a result of the dispensing or use process. c. A method of explosion control shall be provided where Class 2 water-reactive materials can form potentially explosive mixtures. 1. Explosion venting is not required for Group H-S Fabrication Areas complying with Chapter 27 and the California Building code. N 212 2019 CALIFORNIA FIRE CODE CoyIyh1 CC. ALL tic;urs I SRI1VCO Acnoo,nd by EUIO Kino brookuot (ckh b,00kuu,000',, (tt.Ioo Nun,buv ,uoo j47,E on lb to, tom on I'M {PST) I' r,trunl to Li-AE-mm oAth l)(CJi1I] k[l I CC. No f,joheo nucroduoli.rn. to, fotoho, ,qro.jonitonm t toy thUd oy. or dktrtbulton nolho,tun,L Stnyir tory only.copvtng md notwo,kioy prohtbitud. ANY LINAUTIIORIZF.E) REI'IEOEMJCt)ON ErR )tSTRItuItflON IS vtEmAIIONorrllr. FIUFIIIEALCOI'I'JIIC,ItT ACT AND TIlE UCUNSEACiREEMENT, AND SUBJECT-roCIVII. AND CRIMINAL PENALTIE-S TSIEREIJNI)ItR. Pi I I I I I ATTACHMENT #11 I PORTABLE FIRE EXTINGUISHERS I I I I I I I I I I I I I HIGH-PILED COMBUSTIBLE STORAGE 13 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 in2), in accordance with Sections 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. - Aisles separating shelves classified as shelf stor- age shall be not less thati 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (IllS mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 in') in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.1 I Portable, lire extinguishers. ortablc$re xtiu- guishers shall be piovitled inaccordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13, 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE r ( c,1'ynipin o-.•zwo ICC, All. 111011 PP RESERVE D Aocoo.i Pp hub 110..b,00ho,or kA:kboob k,.or000,). I I Ork, Niorhor 099471900 IMo p 201903!N PM (PST) ponror0 1,. I.I1o,9n AponlonI ..11Il k J I I t I IM No fun her rpr94huorion, no fari1w ropIodocoon, by any thIrJ p.rly or dhrlrlhuIhrrn oolho,bod. ShIpleume only. 000109 and ociworlobop pnrhihlrpd. ANY UNAIflIIClRlZED RRPROI)IICflON OR Dusyrnslrrlc)N IS A VIOLATION OF THE FEDEIIAL CX1PYRIGIIT AOT ANI)TSIE IJCENSE ACREEMENT. AND PUSIECY TO CIVIL AMP CRIMINAL PENAlTIES TIIPJREEINDER FIRE PROTECTION AND LIFE SAFETY SYSTEMS 905.6.1 Protection. Risers and laterals of Class 111 stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class 111 standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing tire-fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: Visual identification panels of glass or other approved transparent ftangible material that is easily broken and allows access. Approved locking arrangements. Group 1-3 occupancies and in mental health areas of Group 1-2 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a tire alarm system is provided, a signal shall be trans- mitted to the control unit. Exceptions: Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Locking standpipe outlet caps. The fire code official is authorized to require locking caps on the outlets on dry standpipes where the responding fire department carries key wrenches for the removal that are compatible with locking FDC connection caps. 905.12 Existing buildings. Where required in Chapter 11, existing structures shalt be equipped with standpipes installed in accordance with Section 905. SECTION 906 PORTABLE FIRE EXTINGUISHERS 900,1 Where required. Portable fire extinguishers shall he installed in all of the following locations: I . In new and existing Group A. 13, 13, F. H. 1, L, vt, Ri, R-2, 1?-?.!. li-22, 11-3 1, R-4 and S occupancies. I I Exception: In biriup R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Item 2 through 6 where each dwelling unit is provided with a ponable fire extinguishr having a minimum rating of -A:10-13:C, 2 Within 30 feet (914 mm) at commercial cookiag equipment In areas where flammable or combustible liquids are stored, used or difpensed. 4 On each fluor of structures under construction, evcpt Group R occupancies in accordance with Sectan 1'•') - Where icquireti b the sections indicated In Table 906 1 o Special ht'aid arcas, including but not limited to labo ratories computer rooms and generator rooms who. r required by the tire code ofticial 7, iaro wni snnill /b,nilv cic-earc homes s/ia/I lie c'cjiuppcd with a pouiabk' fire terünguisher having a 1t11171/PJUJO ] /fi ( S. It here i rquu . I be California (,'ode of Rguiatronv line JO Taiewn I 0 if/mi I I) it I 9144 noun of domes/it cooAinc,equip men! loccnnd in a fJipp 1-2. /Cal/'ornia code of Regulations, Title 19, Division 1, §3.29(a) through (d)J Portable Fire Extinguishing Equip.. imieni. General. Portable. fire extinguishers conforming to the requirements qf California Code of Regulations, Title 19, Division 1, Chapter 3, shall be installed and maintained in accordance with guides established therein. Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall beprovidedfor any other hazard, as determined by the enforcing agency. Group A Occupancies. (7) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: On each side of the stage or platform. Exception: Platforms 1000 square feet or less in area need have only one such extinguishing unit. On each side of evesy fly galleiy. In basements beneath the stage or platform. 178 2019 CALIFORNIA FIRE CODE (srrr)iih 4120 cc At], Ricirts RtslSIvinit Acn.noi by ItO K) n,.kon ki4bt,hr,ok,,or.00rn. I Ctdor N nibOnIOOOO47iRon ), to. eio dtoo PM (PSI) p0000nni AIIIE to L)ctno Agno_otcot'1)h IJ iIJ iCi No trite, reprodootton. no iorihe, rorrodoctiont by orty third pontoon .Iorrihr, noon hortod tortS noon only,00p(1nK troioctrkio poorthircd ANY UNAUTHORIZED DItPttittUTiON 15A VIOLATtON (wviii: PEDORAI. (I01'ytucttrACI ,tNt)EUE LICENSE ACIRLItIMENc AND 51)BJIICE Ti) C]Vfl.AN()PIiIMINAI. PENAI:i !Et E Ins REUNL)ER. FIRE PROTECTION AND LIFE SAFETY SYSTEMS In eve,y hallway or passageway leading to a dressing room. in every property room, carpenter shop, or simi- lar workroom. '2,) Not less than one 10-BC unit (not less than 4-B:C for existing extinguishers in existing occupancies) shall be provided. (A) For each motor andfan room. ('B) Adjacent to each switchboard on the stage or platform. (C) For each motion picture machine in projection rooms. Exception: One 20-B:C unit (not less than 8-B: C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- viding substantially equal protection. (3) The enforcing agency may allow modficaiions or deviations relative to the number and location ofporta- b/c fire extinguishers as required by this section pro- vided such authority finds that the basic intent qf this section and the ease qf accessibility to extinguishers is otherwise achieved (d) Group R-2. 1, R-3. 1 and R-4 Occupancies. In Group R- 2.1, R-3. / and R-4 occupancies, a continuously attached garden hose, equipped with a water flow control nozzle, may be provided in lieu of one or more requiredfire extin- guishers when acceptable to the enforcing agency. The location and length of such hose shall be as designated or approved by the enforcing agency NOTE: It is recommended that, wherever possible, porta- ble fire extinguishers be located adjacent to manual fire alarm sending stations. fCal?fornia Code of Regulations, Title 19, Division 1, §565(a)/ Selection of Fire Extinguishers. (a) The selection qf extinguishers for a given situation shall be determined by the authority hav!ngjurisdiction in accordance with adopted codes or ordinances. The character ofthefirès anticipated, the construction and occupancy of the individual property, the vehicle or hazard to be protected, ambient-temperature condi- tions, and other factors shall be considered The num- ber, size, placement, and limitations qf use of extinguishers required shall be determined by using California Code of Regulations, Title 19, Division 1, Sections 567 through 573. 906.2 General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and California Code of Regulations, Title 19, Division 1, Chapter 3. Exceptions: I. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. > 2. Thirty-day inspections shall not be required for por- table fire extinguishers that are supervised by a TABL 9061 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open (lames-torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel-servicing tank vehicles 2005.5 Aircraft hydrant fuel-servicing vehicles 2005.6 Aircraft fuel-dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel-dispensing facilities 23 10.6.4 Marine motor fuel-dispensing facilities 2311.6 Repair garages 2404.4.1 Spray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic-coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures 3O(1O ffi-pfled tilge 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3,7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706.23 Farms and construction sites-flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706 5 4 Commercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5706.6,4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP-gas I 2019 CALIFORNIA FIRE CODE 179 .j'yh10 oi., ]CC.. All. K10 ITS RIiSEIWIiI). Ao.,o'd by EllA ELtu'b,inkon, lok0kkw.hwnhonr,co ol. ( (Ado, N,Jn,loo .0,w?tu to D. 0,, 1*11, OAO I'M (I'STI powomot 0 lioonooA0,roonww wIth (1I1Ii LIII I ICC No fttnlho, rcpnxltiotloo. no Ewiho, roIrt.duo1lot by tony ilord pony. o dt,lrtbtoiioo oo,horiood. .Slnylo' owrooly. ooy1noi nod nnoorkioy johihito'oL ANY UNAIJ'IIIORJZED REI'ROD(ICI'ION Oil lIs'rlttr ilorlllN IS A VIOLATION OFTIIE FELIERAL coPS'jolcslr Acrr ANDTII UcEN$ 0,OEELMEN'r. AND yulllhcr'rO (:IvIl.ASOI) CRIMINAl. pErdM:rl(S TIIEIIEUNI)EIL I FIRE PROTECTION AND LIFE SAFETY SYSTEMS (d) Travel distances for portable extinguishers shall not exceed 50 feet (15.25 in) as shown in Cal ?fornia Code qf Regulations, Title 19, Division 1, Section 569, Table 3. 'e) Scattered or widely separated hazards shall be individ- ually protected. An extinguisher in the proximity of a haz- ard shall be carefully located to be accessible in the presence of a fire without undue danger to the operator. [California Code of Regulations, Title 19, Division 1, §5 71 (a)J Fire Extinguisher Size and Placement for Class C Hazards. (a) Fire extinguishers with Class C ratings shall be required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B haz- ard, the fire extinguishers shall be sized and located on the basis of the anticipated Class A or Class B hazard. Note: Electrical equipment should be dc-energized as soon as possible to prevent reigniting. 906.3.1 Class A fire hazards. The minimum sizes and distribution of portable fire extinguishers for occupancies that involve primarily Class A fire hazards shall comply with Table 906.3(1). TB903(1) C:FiE HAZARDS LIGHT ORDINARY EXTRA (Low) (Moderate) (High)' HAZARD HAZARD HAZARD OCCUPANCY OCCUPANC bCCUPANCY Minimum-rated 2Ac 2-A . 4-As single extinguisher Maximum floor area 3,000 1,500 I,000 per unit of A square feet square feet 'qu.1re ict Maximum floor area 11,250 11,250 , 11.250 for extinguisher' square feet square feet iet Maximum distance of 75 feet 75 feet 75 fcetir travel to extinguisher . For SI: I foot = 304.8 mm, I square foot = 0.0929 m2, 1 gallon = 3.785 L. Two 21/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. California Code of Regulations. Title 19, Division 1, Chapter 3 concerning application of the maximum floor area criteria. Two water-type extinguishers each with a I-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths less than or equal to 0.25 inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.4 mm) shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. .vT, FIRE XTING'UISHERS FOFLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN'OR Ej, ALTO 0 , '2r INCH' BASIC MINIMUM MAXIMUM DISTANCE TYPE OF HAZARD EXTINGUISHER OF TRAVEL TO RATING EXTINGUISHERS (feet) 5-B Light (Low) 30 10-B 50 10-B 30 - Extra (High)40-8 30igh) 80-B 50 For SI: I inch = 25.4 mm, 1 foot = 304.8 mm. a. For requirements on water-solLible flammable liquids and alternative sizing criteria, see California Code of Regulations. Tide 19, Division 1, Chapter 3. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. 906.4 Cooking equipment fires. Fire extinguishers provided for the protection of cooking equipment shall be of an approved type compatible with the automatic fire-extinguish- ing system agent. Cooking equipment involving solid fuels or vegetable or animal oils and fats shall be protected by a Class K-rated portable extinguisher in accordance with Sections 906.1, Item 2, 906,4.1 and 906.4.2 as applicable. /California Code of Regulations, Title 19, Division 1, §573(a) through (c)J Fire Extinguisher Size and Placement for Commercial cooking Operations. (a) Fire extinguishers with a Class K rating shall be pro- vided for hazards where there is a potential for .fires involving combustible cooking media (vegetable or animal oils andfats). (b)it'faxi,num travel distance shall not exceed 301cc! (9.15 m)fromn the hazard to the extinguishers. (c) Additional fire extinguishers, required for the control of other classes offires, shall be provided for commercial cooking areas as required by California Code qf Regula- tions, Title 19, Division 1, Section 567. 906.4.1 Portable fire extinguishers for solid fuel cook- ing appliances. Solid fuel cooking appliances, whether or not under a hood, with fireboxes 5 cubic feet (0.14 m3) or less in volume shall have a minimum 2.5-gallon (9 L) or two 1.5-gallon (6 L) Class K wet-chemical portable fire extinguishers located in accordance with Section 906.1. 906.4.2 Class K portable fire extinguishers for deep fat fryers. Where hazard areas include deep fat flyers, listed Class K portable fire extinguishers shall be provided as follows: 1. For up to four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one E I I I L I I I I I I I I I I I 184 2019 CALIFORNIA FIRE CODE 0 2OIv 10C. ,SLI. AI(Lrr RSSESVID. by 55k KL,',k,o kh&Ak A ,no.o,,,I.I S ado N,mAo ,UXAoi,ic-o, Do IS, 20 0:115 I'M (rATS psrssn to Uo,o A5-- wITh Itc. No (orthor rqrochxllm, to, (oriho ,or,,,d 0o,rlt,v oIly ihird piny.o. diolr(holll,n3D1j101jZCj.ALo5i000ero'Iy, o,ok ond 00o01,kitl5 rohihttod. ANY LJNASrl'I(oAIzSS) tn'Ronucrton Oil PIYS'RIAIJTION IS A VIOLA'flC)N U!' ThC SIIDEAALCOSYRIGI(F ACS AND THE LSCSNSSS AUI!ESAtSNT, AND sugi Emr -ro CIVIL AND CRIh1INAI. PENAMES I FIRE PROTECTION AND LIFE SAFETY SYSTEMS 01 I Class K portable fire extinguisher of a minimum 1.5-gallon (6 L) capacity. For every additional group of four flyers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one additional Class K portable fire extinguisher of a minimum 1.5-gallon (6 L) capacity shall be provided. For individual fryers exceeding 6 square feet (0.55 m2) in surface area: Class K portable fire extinguish- ers shall be installed in accordance with the extin- guisher manufacturer's recommendations. 906.5 Conspicuous location. Portable fire extinguislicis shall he located in conspicuous locations where they will have ready access and he immediately available for use. These locations shall be alony noiinul paths of travel, unless the fire code official determines that the hazard posed indi- cates the need for placement away from normal paths of travel. fcalfornia code of Regulations, Title 19, Division 1, §567.5/ Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, ('e.g., from impact, vibration, the environment) shall be adequately protected. 944.6 Uolstrutd and uuobscui'ed Portable fire extin- guishers shall not be obstructed or obscured front view, In rooms or areas in which visual obstruction cannot he cons- pleteix avoided, means shall be provided to indicate the loca- tions ofextinauishers. 906.7 Hangers and brackets. Hand-held portable fire extin- guishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. 1)anecrs or brackets shall be securely anchored to the mounting surface in accordance with te 4.V jgcturer instJlafip htructit2gs. fC'alfornia Code of Regulations, Title 19, Division 1, §56 7.31 Installation. Portable fire extinguishers other than wheeled types shall be securely installed on the hanger or in the bracket supplied or placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting sur- face in accordance with the manufacturer's instruc- tions. Wheeled-type fire extinguishers shall be located in a designated location. fCalifornia Code of Regulations, Title 19, Division 1, §567.41 Brackets. Extinguishers installed under conditions where they are sub- ject to dislodgement shall be installed in brackets specifically designed to cope with this problem. ICalifornia Code of Regulations, Title 19, Division 1, §567.6/ Mounting. Fire extinguishers having a gross weight not exceeding 40 pounds (18.14 kg) shall be installed so that the top of the fire extinguisher is not more than 5 feet (1.53 m) above the floor. Fire extinguishers having a gross weight greater than 40 pounds (18.14 kg) ('except wheeled types) shall be so installed that the top of the fire extinguisher is not more than 3 '/feet ('1.07 in) above the floor. In no case shall the clearance between the bottom qf the extinguisher and the floor be less than 4 inches (10.2 cm,). 906.8 Cabinets. Cabinets used to house portable fire extin- guishers shall not be locked. Exceptions: Where portable fire extinguishers subject to mali- cious use or damage are provided with a means of ready access. In Group 1-3 occupancies and in mental health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be permitted to be locked or to be located in staff locations provided that the staff has keys. [California Code of Regulations, Title 19, Division 1, §567.4 cabinets. Cabinets housing extinguishers shall not be locked. Exception: Where extinguishers are subject to malicious use, locked cabinets may be used provided they include a means of emergency access and are approved by the authority having jurisdiction. jCa!fornia Code of Regulations, Title 19, Division 1, §567.7/Sealed Cabinets. Where extinguishers are installed in closed cabinets that are exposed to elevated temperatures, the cabinets shall be pro- vided with screened openings and drains. 6.9 Lxttnuishet mstnllttion The insiallatiAl of por.th1e fire extinguishers shall be in accordance with Sections 906.91 through 906.9,3. 906.9.1 Extinguishers weighing 40 pounds or less. Por- table fire extinguishers having a gross weight not exceed- in- 40 pounds (18 kg) shall be installed so that their tops are not more than S (bet (1524 mm) above the floor. 906.9.2 Extinguishers weighing more than 40 pounds. [land-held portable the e-aiinguishers having a aross weight e\ceeditig 40 pounds (18 kg) shall be installed so that their tops are not more than 3.5 feet ( 106 7 mm) above 4 the floor. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed hand-held portable fire extin- guishers shall be not less than 4 inches (102 mm). .06,10 Wheeled units. Wheeled fire extinguishers shall he conspicuously located in a designated location. SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. I u al n 2019 CALIFORNIA FIRE CODE 185 P CnpyAn .) ooin CC n\LI. ltlG}I'ib RESERVED. Acnn,nd by Sin ISnunIvuann I blnnbrnninor.nn,onl. Orion Norob., onOo$o7i(, on Don on, 000 0.-no I'M (I'STI porouni to Cotton Agonooton, nolti, I J I i ICC. No forth,, roprodoollon, no 1oroh noprodoonions by artythird pony. or dononobooton noohorbod. SlnIo tono only,c.,p$og and nornorblng prohibitod. ANY IJN,'OI.TIHONIZF.D E&EPIIODUCTION OR PYITNIIIUlION IS A VIOLATION Of TIlE FEDERAL COPYRIGHT ,,cr AND THE LICENSE ,nGREEMIiNT. AND SUIIIECP TO CIVIL AND C:RiMlriAr. PENAI,'flIO 'rlmREUNDER. I I I I I ATTACHMENT #12 I AISLE WIDTHS I I I I I I I I I I I 11 I HIGH-PILED COMBUSTIBLE STORAGE 9 131 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles, Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square fees 46 m). in accordance with Sections 3206.10.1 through 3206.10. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception Where aisles arc precluded hr rack storage systems, alternate methods of access and protection are allowed ssheie approved; 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1,1 and 3206.10.12, Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 miii) wide. 2 Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- kiered buildings shall he not less than 44 inches (Ill 8 mm) wide. Aisles shall he not less than 96 inches (2438 mat) wide in high-piled storage areas exceeding 2.500 square feet (232 ni2 ) in area, that are accessible to the public and designated to contain high-hazard conimodb ties. Aisles shall he not less than 96 inches (2438 tam) wide in areos open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 1112) Ifl area, that are Open to the public and designated us contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for nuil- it tiple-row rack f 16ohhaanrd cornTnoditi.cs, - shah be not less than 44 inches 1118 mm) Slide. 2Aisles chat aic in liLh piled stni ngc areas L\Lcedlnr 2 00 sLlunie feet (232 in ) in area, not open to the public and protected by a sprinkler ssteni designed for multiple-row racks, shall he not less than 24 inches (610 1, min) wide. 3206.10.1.2 NonsprinlJered buildings Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 inni) wide. 3206.102 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream u ajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 nun) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet ( 15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than IS times the least width of the d 41,91 piid aisip. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- in 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are reçuired by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a I-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet .:3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. I 452 2019 CALIFORNIA FIRE CODE r r (2p1.i9bl ' KC ALL RRiI'i'$ REAEAVIO. by EUi, K b,,kor (kR'kL' I I Nnb, ICC. No fo,I ht' r,. nuo,b,n, ,,o f,,'iho, r.rrohcIk,n. by ooy hbd rIp,O ,b,Lr)hl,Ii,,fl Liwi., ((fly),' ii, n)y. c'inJ .nd ndwo:kin y.oh(hA.d ANY VNALITHORVED RE('RODUTLON OR r)(Vi'RJU(fl'lON IS A VIOLAThORINElIE yEl,}1RALcc1y:'RI(;I('rAc:'r ANOT1)12 LIC:11y051: ACRCLM(ibi'. AND sil rECr'I'cIcO'(LA :IwA)NAL PENALTIES TPJI1RRUNI)EIL I I I I I ATTACHMENT #13 I HOUSEKEEPING & MAINTENANCE: I SYSTEMS MAINTENANCE I Li I I I Li I I I I I I HIGH-PILED COMBUSTIBLE STORAGE 31 101 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class 1, Class II, Class Ill, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a h1ghp11ed combustible storage area, or por- tion thereof, is allowed to be based on a lower haiard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks sSall he maintained, 3205,2 Ignition sources. Clearance from ignition sources I shall he provided in accordance with Section 30.5, 32053 Smoking. Smoking shall he prohibited. Approved 'No Smoking' sions shall he conspicuously posted in accor- dance with Section 3 10. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall he kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (6)0 mm) shall be maintained in 48- inch (1`19 mm) or smaller disles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 4$ inches (1219 mm). During mechanical stocking operutions, a minimum unobstructed aisle width of 44 inches (1118 mint shall be maintained in accordance with Section 320610, 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207,3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be p6avided. 3205.7 Arras. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208$. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 2019 CALIFORNIA FIRE CODE 449 rnJ g' coyyngh ow ICX ALL RI(YITR RESERVE 0, .'Ca'nd by LRI, Al br.oknon l( bcknWool. I LAd,, N..rnb,, CAO QC7CCCnCC INC CC', IRCO OLO' PM IT pnmm Co tj.00.. Ayroo..00 wAh I ICWC.I t I N.. fuul.o, oc on ,.rodlion, )ACh,, ropr.dooion. by CO hind rorty, or dic!cihucic.o tthoniz.c(. SCCCRIA ccc., Alp, copy(fly and .c.lwonkinR riohlnliod. ANY In(Auri•toruzEi> REPR(M)UCTION OR I'D TRiIt(ITit)N IS A ViOLA'1tOMQt THE FEDERAL cOPYRIGIIT ,ECP ANT) THE LICENSE A RIIEMENT, AND S IECCTOCCV)LANDCA(M!NA(. PENALTIES'rwikEuwDeR. 113 I, FIRE PROTECTION AND LIFE SAFETY SYSTEMS sprinkler system riser room, the door shall be permitted to be locked provided that the key is available at all times. 901.4.6.2 Marking on access doors. Access doors for automatic sprinkler system riser rooms and fire pump rooms shall be labeled with an approved sign. The let- tering shall be in contrasting color to the background. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of3/8 inch (10 mm). 901.4.6.3 Environment. Automatic sprinkler system riser rooms and fire pump rooms shall be maintained at a temperature of not less than 40°F (4°C), Heating units shall be permanently installed. 901.4.6.4 Lighting. Permanently installed artificial illumination shall be provided in the automatic sprin- kler system riser rooms and fire pump rooms. 901.5 Installation acceptance testing. Fire detection and alarm systems, emergency alarm systems, gas detection sys- tems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code offi- cial. The fire code official shall be notified before any required acceptance testing. 901.5.1 Occupancy. It shall be unlawful to occupy any portion of a building or structure until the required fire detection, alarm and suppression systems have been tested and approved. r ' ç 1nsptrnu, tetgud maj-ntennic Ftç detction and alami systems, cimfrgency alarm systems. gas detLcticul sstcnis, flre.extinguishin s'stems, mechanical smoke c\hdust S\StLms and smoke and heat vents shiu! be noun tamed in an operatic condition at all tirns nd shill he Vl replacd or repaired vheie defectise unrequired fire pro- tection scstems and equipment shall be inspected, tested and mntained or reino\cd. All .fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by these regulations shall be maintained in an operable condi- lion at all times in accordance with this code and California Code of Reg, ulations, Title 19, Division 1. Upon disruption or diminishment qf the .1Ire protective qualities of such equip- ment, material or systems, immediate action shall be insti- tuted to effect a reestablishment qf such equipment, material or systems to their original normal and operational condi- tion, [California Code of Regulations, Title 19, Division 1, §1.14/ Maintenance. Every fire alarm system or device, sprinkler system, fire extinguisher, fire hose, fire-resistive assembly or any other fire safety assembly, device, material or equipment installed and retained in service in any building or structure subject to aIfornia Code qf Regulations, Title 19, Division I regula- tions shall be maintained in an operable condition at all times in accordance with California Code of Regulations, Title 19, Division l regulations and with their intended use. /C'alfor;,ia Code of Regulations, Title 19, Division 1, 653.24/ Maintenance of Equipment. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by Cal- ifornia Code of Regulations, Title 19, Division / shall be maintained in an operable condition at all times. Upon dis- ruption or diminishment of the ,fire protective qualities of such equipment, material or systems, immediate action shall be instituted to effect a reestablishment qf such equipment material or systems 10 their original normal and operational condition. fCaljfornia Code of Regulations, Title 19, Division 1, §904('a)/ Required Inspection, Testing and Maintenance Frequencies. All automatic fire extinguishing systems, including sys- tems installed as an alternate to other building require- ,nents, shall be inspected, tested and maintained in accordance with the following frequencies. Local author!- lies may require more ,frequent inspection, testing and maintenance and additional procedures. [California Code of Regulations, Title 19, Division 1, §904'a,l (1)/ Required Inspection, Testing and Maintenance Frequencies. (1) Water-basedfire protection systems shall be inspected, tested and maintained in accordance with the frequencies required by NFPA 25 (2011 edition) including Annexes A, B, C, D, E, F and G as amended by the State of California. (Published as NFPA 25, 2013 California Edition.) /California Code of Regulations, Title 19, Division 1, §904(b)l Required Inspection, Testing and Maintenance Frequencies. When proqf qf the installation date of standpipe sys- tems or automatic fire sprinkler systems cannot be fur- nished, such systems shall receive initial testing and maintenance by July 1, 1985. fCalfornia Code of Regulations, Title 19, Division I, §904.2 ('a)/ Testing and Maintenance Requirements. (a) All testing and maintenance on automatic fire extin- guishing systems in accordance with Health & Safety Code Section 13195 shall be pemformed by those licensed in accordance with Health and Safety Code Section 13196.5. Exceptions: The State Fire Marshal may waive, in writing, licensing offire departments which conduct,fire sprin- kler and standpipe system testing and maintenance. Service on fire alarm systems and industrial sys- tems as specified in Health and Safely Code Sections 13196.5'b) and ('c) may be conducted without a license. Testing and maintenance on automatic fire extin- guishing systems exempted in writing by the State Fire Marshal, when the building owner or occupant has the staff and equipment to conduct testing and maintenance. I I I I I I [1 I I I I I Li I El I I 158 2019 CALIFORNIA FIRE CODE WC. ALL DfCUTf. J!A$EKVED. Acrn,rn,! by yif A KLrnbrrnkn,, C,hAki,rnbrrnk,,c,n,). (hde, N,rnb., 'NODA ,, Da IC., !AIA CAC M II'S!! 10 Urn. Agrn.rn.rn ,,i,b ] :i1iI ICC No k,,tho. rcp.od.rnlo.. rn both., r, ,,io,Ioo, by ,nyho! rrn!y, or dlrnib,oio, ombodord hoyT, or.,, ooiy oopylny ,od ,.,,rnvbin prohlbflod ANY UNAUfl ORIZE!) RnpRoDucr!ob OR DT)tillilL'TION 15 A V!OL/.flON OPT!!! P!I)iTRAL I PYRD.I1T ACT ANOThE L1Cr'iSY AORIIITMF.NT. AND )usyIcrTo CIVIL AND CRIMINAL PENALTDTST!IERF.UNDER. FIRE PROTECTION AND LIFE SAFETY SYSTEMS I 3 JC'aljfornia Code of Regulations, Title 19, Division I, §904.2(bJ Testing and Maintenance Requirements. ('b) Any testing and maintenance of automatic fire extin- guishing systems shall be performed in accordance with these requirements. Exceptions: (I) The Stale Fire Marshal may waive, in writing, the requirement that testing and maintenance be pe.'j'ormed in accordance with these requirements when a licensee can demonstrate that a system cannot functionally be tested and maintained in accordance with the California Code of Regulations, Title 19, Division I, Chapter 5. (2) If at any time a licensee encounters a specialized or modified system which cannot be tested and maintained in accordance with California Code of Regulations Title 19, Division 1, Chapter 5, the licensee shall con- tact the State Fire Marshal and test and maintain the system as directed. (A) The intent of this section is to cover automatic fire extinguishing systems as originally designed, installed and approved by the Authority Having Jurisdiction. It is not, however, intended to require that such systems be upgraded to current adopted standards. /California Code of Regulations, Title 19, Division I, §904.2 (h)/ Testing and Maintenance Requirements. (h) At the time of testing and maintenance, building man- agement shall be consulted to avoid unnecessamy distur- bance of normal building operation. fCalfornia Code of Regulations, Title 19, Division 1, §904.2J Testing and Maintenance Requirements. The licensee shall contact the local fire authority hav- ing jurisdiction prior to testing and maintenance of a sys- teth when required by the local fire authority having jurisdiction to do so. 901.6.1 Standards. Fire protection systems shall be inspected, tested and maintained in accordance with the referenced standards listed in Table 901.6,1 and Califor- nia Code of Regulations, Title 19, Division 1, Chapters 3 and 5. (California Code of Regulations, Title 19, Division I, §904.1(a)] Inspection Requirements. (a) A license shall, not be required to pemform inspections. Inspections may be conducted by any person designated by the building owner or occupant who has developed competence through training and experience. Ic'alifornia Code of Regulations, Title 19, Division 1, §904.2(g)] Testing and Maintenance Requirements. ('g) Prior to activating any fire alarm component of an automatic fire extinguishing system, the licensee shall insure that the licensee is capable of restoring the fire alarm system. TABLE 9016.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS SYSTEM STANDARD Portable lire extinguishers rode of Rcguiatun.'. Tide 19, 1orrn 1. (Thcgxer 3 Carbon dioxide fire-extinguishing system NFPA 12 Halon 1301 fire-extinguishing systems NFPA 12A Dry-chemical extinguishing systems NFPA 17 Wet-chemical extinguishing systems NFPA hA Water'hased lire protection st stems (.cilifmhkiCode of Iiegntr1om, Tmtic 19, Division I, C/iopo." 5 j:ire tmlarrn systemrts t'FPA 72 St and hrtm vent's t1PA 204 Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA 2001 Aerosol fire-extinguishing systems NFPA 2010 901.6.2 Integrated testing. Where two or more fire pro- tection or life safety systems are interconnected, the intended response of subordinate fire protection and life safety systems shall be verified when required testing of the initiating system is conducted. In addition, integrated testing shall be performed in accordance with Sections 901.6.2.1 and 901.6.2.2. 901.6.2.1 High-rise buildings. For high-rise buildings, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certif- icate of occupancy and at intervals not exceeding 10 years, unless otherwise specified by an integrated sys- tem test plan prepared in accordance with NFPA 4. If an equipment failure is detected during integrated test- ing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protec- tion or life safety functions that are initiated by equip- ment that was repaired or replaced. 901.6.2.2 Smoke control systems. Where a fire alarm system is integrated with a smoke control system as outlined in Section 909, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certificate of occupancy and at intervals not exceeding 10 years, unless otherwise specified by an integrated system test plan prepared in accordance with NFPA 4. If an equipment failure is detected during integrated testing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protection or life safety functions that are initi- ated by equipment that was repaired or replaced. 901.6.3 Records. Records of all system inspections, tests and maintenance required by the referenced standards shall be maintained. fCal?fornia Code of Regulations, Title 19, Division 1, §904.1(b)] inspection Requirements. (b) Records of all inspections shall be retained on the premises by the building or system owner for a period of five years after the next required inspection. fl 2019 CALIFORNIA FIRE CODE 159 I Eli k I I I k Cpyri.b1 Ooio ICC. ALLRTCI'Tb RCSIiRVEU, coo by E16Kkm,hrnkn.r( IIk hroko.'r.n,),I I Ord NI,r.,,I*y.047100, Iko to Io03O9 [no pur...nI to (5, No lt.,,h,,r ,.do'.dtn. btohr .opnLtU.n, by oy third ny..tr dl,,rLbotoo .mh,thod. blo(lo o,. only. .ol'yirto and i..okloy proitIbit.L ANY IJNAUTHORIZII) RIiFRO )ITCIION OR ILTNIIIIJTION lb A VIOLATION OF THE yEpEp.Am. COVYLIC r ,CT AND THE LICENSE AGREEMENT. AND IIJIIJECE TO (aVIL AND CLIMINAI, PENALTIES THEREUNDER. I I I I I ATTACHMENT #14 I FLUE SPACES 1 I I I 1 I I I I I I I 11 HIGH-PILED COMBUSTIBLE STORAGE 0 SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 1112), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Rack storage areas protected with an automatic sprinkler system shall be provided with flue spaces in accordance with Table 32083. Required flue spaces shall be maintained. 3208.3.1 Flue space protection. Flue spaces requited by Table 3208.3 above the first tier of storage in single-, dou- ble- or multiple-row rack storage installations shall, where required by the fire code official, be equipped with approved protection devices. Such devices shall nor he removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. - - IFlue space requirements exceeded by FM CIS 8-9, see Section 4.9 in main report TABLE 3208.3- QIJI€D FLU SPACES FO AGK ST - RACK CONFIGURATION - - . FLUE DESIGN - - -. AUTOMATIC SPRINKLER PROTECTION pr t the ceiligg with or wiuioiil minimum In-rack sprinklers In-rack sprinklers at every tier Siorage height 25 feet Storage height >25 feet Any height dngle-row rack iransuerse flue space I 'teJ 3 inchcs 3 inches Not required F { Vertically aligned -- -- Not required Yes Not required Longitudinal flue space Not required Not required Not required Double-row rack (Option franwcrsc flue space Sizeh fi inches 3 inches Not required \ -ucully atinod Not requlrLd Yes Not required 3 Longitudinal flue space Not reI1Jired 6 inches Not required Dnuhla-row ruk (Option 2 - L rans\ cisc flue space Size1' 3 inches 6 inches Not required - Vertically altgstd Not required Yes Not required - Longitudinal flue space - (. inches Not required Not required Multiple-row rack Transverse flue space Sizea - 6 inches 6 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required For SI: 1 inch = 25.4 mm, 1 fool = 304.8 mm. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. 2019 CALIFORNIA FIRE CODE 453 C.. anyi n' Zoo ICC ALL Rlcnrrs RrpEgvIna Ac na.n.l by Olin IZL. nAn bonn (boyk inboanconni. ( Ondon Nonibon .IZo.O-4?JO n.. Dan I n.. 2IIb aa,aII PM (PATI ro,saon a I onoADoonnoncl nub IX. No (nolan. nopro&rak'n. no. (unbar ro'rrduaAnnn lay nary bird roar, on dinnibullun autharninod. Sonic anon only. anPAing and nanworkiny p,oh(inliooi ANY IJNAL(T(I011idiulI) RP.i'RODilCilolN OR - IniYTthKV1iON IS A VIOLATION OFTAR FEDERAL C0PYRi(i(r AIX AND nip. i.lcp.NSR AIIRELMp.NT, AND SIIRIECTTO CIVIL AND CRIMINAl. PENALTIES T(IEREIINDER. I. Storage of Class 1, 21 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 11 I J FM Global 8-9 2.2.3.1.7 Treat storage racks not having flue spaces as described in Sections 2.2.3.1.1 through 2.2.3.1.6 I as racks with solid shelves. Base the size of the shelf area on the presence of well-maintained, vertically aligned flue spaces having a minimum net width of 6 in. (150 mm) If well-maintained, vertically aligned flue spaces having a minimum net width of 6 in. (150 mm) cannot be provided, protect the racks based on the I presence of solid shelves greater than 64 ft' (6.0 m2) in area. h2,2 Fiue Spaces fo(Rack Stora'c Protecter by both Ceiliig!Level d In-Rack Sprinklers 2232 1 In nulo-r'.0 racks, uiaintd all rransverse flue spaces at a minimum net width of 3 in. (75 mm) I throughout the vertical height of the rack. However, transverse flue spaces are not required (1) for the storage. tier located directly abovein-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. For 8-ft P2.2.3.2.2 In doJlc-rcw rucLu, maintain all transverse flue spaces at a minimum net width of 3 in, (75 mm) ' throughout the vertical height of the rack. Provide transverse flue spaces a maximum of every 4-1/2 ft (1.4 rack bays m) horrzonlly when'their net width is less than S in 150 mm) or when their vertical alignment cannot be maintained The maximum horizontal distance between well-maintained, vertically aligned transverse flue spaces can be increased to 9 ft (2.7 ml when their net width is 6 in (150 mm) or greater and c ri(i I i 1 icr s In r l rre I ni ii r u' i i i Ho ever transverse flue spaces nare not required (1)for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provrdd at every tier level I 22.32.3 Longitudinal flue spaces are not required in double-row racks; however, if they are provided, maintain a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack sprinklers are provided at every tier level. I 2.2.3.2.4 In multiple-row racks, maintain minimum 6 in, (150 mm) wide vertically aligned transverse flue spaces a maximum of every 5 ft (1.5 m) throughout the height of the rack. However, transverse flue spaces are not required (1) for the storage tier located directly above in-rack sprinklers, or (2) when in-rack I sprinklers are provided at every tier level. 2.2.3.2.5 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located below in-rack sprinklers. The exception to this is storage located above a level of I in-rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks becomes haphazard during peak production), provide wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. 2.2.3.2.6 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through 1 2.2.3.2.5 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 2.2.4 Pallets I 2.2.4.1 Use noncombustible or metal pallets whenever possible. 2.2.4.2 Include the combustibility of pallets in the overall commodity classification. Refer to Data Sheet 8-1, Commodity Classification, for a description of how this can be accomplished. I 2.2.4.3 Protect the storage of idle pallets in accordance with the recommendations in Data Sheet 8-24, Idle Pallet Storage. I 2.2.5 Special Storage Considerations 2.2.5.1 Open-Top Containers Maintained in Storage Racks Open-top containers will collect sprinkler water, keeping it from running across the top of storage and down I the flues. This will prevent water penetration to the fire in the lower levels where it is needed thus resulting in inadequate fire protection. Rack collapse may also occur if too much water is collected See Section 2,2.5.1.1 when open-top noncombustible containers are present within rack storage, or Section 2.2.5.1.2 I when open-top combustible containers are present within rack storage. 2.2.5.1.1 Protect storage racks containing open-top noncombustible containers per Sections 2.2.5.1.3 or 2.2.5.1.4 unless one of the following exceptions is met: I 2010-2020 Factory Mutual Insurance company. All rights reserved. I see main report Section 4.9 ditional tails I 01 ATTACHMENT #15 HOSE CONNECTIONS HIGH-PILED COMBUSTIBLE STORAGE I NO HOSE CONNECTION REQUIRED 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordatce with Section 9.10...... 3206.9 Fire department hose connections. Where exit pas- sagestas are required by she Ca/!1in/a BuiIe/Ln Lode for egress. a Class I standpipe system shall he provided in accor- dance with Section 90. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: -: - 1. Aisles crossing rack structures or storage iles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. - 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, / shall be not less than 44 inches (1] 18 mm) / wide. / 2. Aisles that are in high-piled storage areas ( exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinktered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 min) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to I-hour fire barriers constructed in accordance with Section 707 of the Cal?fornia Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the Ca4fornia Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. I I I I I I I I I I I S .-. I 1 I I I I I I 452 I 2019 CALIFORNIA FIRE CODE Co ghl -.2a I -I CC ALL RIGHTS RESITWEI) A on.nby EL1C Kb brokno, H (ndnr N,00bon Inloon øno I n. 101V 000 PM i'SI) oonl In LI000noAg1000nn Ah C No brthnn r.yrodo1hn. no holhnn rnrn.dooiinn, by .,.y thbd pony. or.N.Iibotjno onIborlOOd. b1nk onon .,.1y..,.1y.coyyiny nod oOIworkiny proh I( lod lhi. ANY UNAUTIFOIIIZEI) REIRO[XC11(1N OR 9IOTJ1IJWTION ISA \'Ii)LATION COPlINt FKDNICM.(:OPYRM.I1F ACT APJ)TH UcZNSNAGIIEEMNNT.AMI)SUIIJCCOIOCCVIL AND CRIMINAL l'ENALT[IATHEREUNI)CIC. 11 ATTACHMENT #16 MEANS OF EGRESS [1 III 1:1 I MEANS OF EGRESS access or exit stairways where the entire path for means of egress from the seating to the exit dis- charge is open to the outdoors. 4, For Group 1-1-1, /1-2, 11-3 and H-4 occupancies the total width qf means of egress in inches (mm) s/ia/I not be less than the total occupant load served by the means of egress multiplied by 0. 7 inches (7,62 mm).per occupant. 10053.2 Other egress components. The capacity, in inches. of means of egress components other than stair- was shah be calculated by multiplying the occupant load sebd by suh component by a means of egress capacity factor of 0,2 inch (5.1 mm) per occupant. Exceptions: I For other than (iloup H and 1 2 occupancIes the capacity, in inches, of means of egress compo- nents other than Stan ways shall be calculated h Multiplying the occupant load served by SLICh component by a means of egress capacity factor of 0 15 inch (3,8 mm) per occup1nt in buildings equipped throughout with an automatic sprinkler ss stem installed in imecom 101 4 '7dance \sitll See- lion 903.3.1.1 or 903 3 1 2 and an emergency 501cc alarm communication system in accor- dance with Section 907 2,21 2 1 acilmnes with snio protected assembly seatmnj shall he permitted to use the capacity factot--s in Table 1029.6 .2 indicated for Itcl or ramped olsics for mesas of egress components other than stairw ass where a the entire Path for means of crcss horn the seating to the exit dmschame is provided with a smoke control sc stem coiiipl ing itlm Section 909 3. Facilities with open-air assembly seating shall be peniutted to the spacits factors in Section 1029 6_-) indicated for level or ramped aisles for means of egress components other than stairways where the entire path for me-ans of egress horn the searing to the exit dischamge is open to the outdoors. 4 For Group 1]-]. 11-2, 11-3 and 11-4 occupancies the Iotai nicith ojiiieans rf[egress in inches (mu0 shdll aol be 1e than mime /Orcil occupant loud kt i/ic mncaims p'egress multiplied by 0, 4 hc c (5 1) non,) ,F' o cupint 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: I. In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar decora- tive features shall be permitted to project into the required width not more than '/ inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group 1-2 Condition I in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezza- nines, and Section 1006.3 for stories or occupied roofs. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing mezzanines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. The cumulative I ri I I I I I I Ll I 1 I I I I 2019 CALIFORNIA BUILDING CODE 377 s Cfipyfi5ht 'Y (.09 ICC (iL RAilriS RESbJ(VIiD. A C06kl by 01k, ((I u,hrnk.r ok k5brrnk.' r.rni. ii order Namur uQ(97Q (9 ic M. (.09 9909 'hI ii'iTi prno.9 0 iic, byr 909 w'tLh *I11J kE I ICC N i,rrhcr rorrotholon. rn Iooirnr rflprrnorhn. by .nythLsi pyrly. or Ahoy, .rrhorlrod. biryir ornr ooiy. o'yr;ny rod nonworkiny p hibiot ANY UNA(rrfll)0ii091) iW'kOiyVCrlC(N OR DbTRJyUTI(IN iA VIOLATION OFT FIE FEDERAL COPYRICIfT ACT MO) TilE LiCi.Niii A(iRiiEhIENI. AND SURFEcPTO CIVIL AND CiiIMINAl. PiiNAI.TlEbT9iEIlE(iNt)P.R. MEANS OF EGRESS 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.7. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section 1004.2. The number of exits from foyers, lobbies, vestibules or similar spaces need not be based on cumulative occupant loads for areas discharging through such spaces, but the capacity of the exits from such spaces shall be based on applicable cumulative occupant loads. Rooms and care suites in Group 1-2 and 1-2.1 occu- pancies complying with Section 407.4. In detention and correctional facilities and holding cells, such as are ound in courthouse buildings, when the occupant load is more than 20 see Section 4083.11. 1006.2.1.1 Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. FA 5 TABLE 1006.2.1 40 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) Without Sprinkler System (feet' With SprinkIr System (bet) Occupant Load OL:530 OL>30 49 75 75 7 49. - 100 75 4~. F 49 75 75 100' H- 1. H-2, 1-1-3 3 -. NP NP 25' H-4, H-S 10 NP NP j--2', 1-2.1, 1-4 10 NP NP 75' 1-3 10 NP NP 100 R-I 10 NP NP 75 R-2 20 . NP NP 125" R-2.1 10 . NP NP 75" R-2.2 20 NP NP 125" R-3",R-3.r 20 NP NP I25 R-4" 20 NP NP 125" 29 100 75 -f>. U 49 100 75 75" L See Section 453.6.1 NP NP For SI: 1 foot = 304.8 mm. NP = Not Permitted. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.12. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations and number of cxii and exit access requirements for rooms and spaces in Group 1-2 or 1-2.1, see Section 407.4. The common path of egress travel distance shall only apply in a Group R-3 occupancy located in a mixed occupancy building. The length of common path of egress travel distance in a Group S-2 open parking garage shalt be not more than 100 feet. For the travel distance limitations in Groups R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section 1006.2.2.6. It. For holding cells, see Section 408.3, 11. 11 378 2019 CALIFORNIA BUILDING CODE Cnyyrih N :oo CC AL!. R!(ieTe R!.SER\'W. ANmod 1e 5th, 5Jan,br,nn, lokeklaob,oknor.oi,).( ) Or&v Nuir.hor I !!OOO.47!O on Don 0. nio noon 'N (PnT) purwana U, Lloonc ,'oironninnt ¶olflk V1 R1111LIM Lf 91111 (i1iJdI1 ICC. No fonhor roprodnoilon, no I,athnr rorrodooll,,naby any thlrdForty. or di0hnih,o -fl 1-1 !i5n anon only. Copying and r!OLwor!ny rrohlbilc& ANY !INAUT}IORIZED REPItODIICCON OR YIS'FRIRW']UN is noLrIcINcnrTIIs r-EI,EacALCO!'YIaICeTAcrAND'raI5ucEn5E Ac;Reu,I ENT. ANr) suleecrToc:IvIL AND cel,l I NA!. PENALTIEST HERE UNDER. Li ii I I I I: I I I I 171 I I I I I I I 2. Means of egress are not prohibited through stockrooms in Group M occupancies where all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area. 2.2. Not more than 50 percent of the exit access is through the stockroom. 2.3. The stockroom is not subject to locking from the egress side. 2.4. There is a demarcated, minimum 44- inch-wide (I 118 mm) aisle defined by full- or partial-height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. 6. The means of egress shall not pass through any room subject to locking except in Group 1-3 occupancies classified as detention facilities and psychiatric treat- ment areas in Group 1-2 occupancies. 1016.2.1 Multiple tenants. Where more than one tenant occupies any one floor of a building or structure, each tenant space, dwelling unit and sleeping unit shall be pro- vided with access to the required exits without passing through adjacent tenant spaces, dwelling units and sleep- ing units. Exception: The means of egress from a smaller tenant space shall not be prohibited from passing through a larger adjoining tenant space where such rooms or spaces of the smaller tenant occupy less than 10 percent of the area of the larger tenant space through which they pass; are the same or similar occupancy group; a discernible path of egress travel to an exit is provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant spade or spãôes. 1016.2.2 Basement exits in Group 1-2 occupancies. For additional requirements for ocdupancies in Group 1-2 or I- 2.!, see Section 407, SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided that the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. MEANS OF EGRESS TABLE 1017.2 EXIT AC$ST1VEL NCE' OCCURAtICY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) A. F. F-I, St, F. S-I 266, R-2 I Not Permitted 25O' F-2, S-2, U 300 400' H-I Not Permitted 14-2 Not Permitted 1001 1-1-3 Not Permitted 150' H-4 Not Permitted H-S Not Permitted 200' 1-2, 1-2.1, 1-3 Not Permitted 200 1-4 ISO 200 L Not Permitted 200C ForSI: I foot =304.8 mm. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group 1-2 or 1-2.1. Section 408.3.10: For increased limitation in Group 1-3 Sections 408.6.1 and 408,8,1: For the distance limitations in Group 1-3. Section 411.3: For the distance limitation in special amusement buildings. Section 412.6: For the distance limitations in aircraft manufacturing facilities. Section 1006,2,2,2: For the distance limitation in refrigeration machinery rooms. Section 1006,2,2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.3: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-I and S.I. Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. Group R-3 and R.4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3. 1.3. f iVot permitted in nonsprinA'lered Group 1-3 occupancies. 1017.2.2 Groups F-i and S-I increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-I or S-I occupancies where all of the following conditions are met: The portion of the building classified as Group F-I or S-I is limited to one story in height. The minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet (7315 mm). 2019 CALIFORNIA BUILDING CODE 405 i CAOIJCIY ICC ALL lICIITS lEhlRICI) Amm.I by El. KI. ,rmb4.r N.mh.'r 1 4 ,m (J'V' 4 lcER.' Agrmm.m ..1th ] I1IJ[1 CC N. m'rod.mL.n. no FooL., roy oclIon by soy his.) r'v. or dNEh. niomsinorlood )ink' onor ooly. Esyving sod n, noonidod 'oohlhiloA ANY JNAlyryog?z) RCI'IION;CrILnN OR DIETRISRUTION Li A )'IOLA'rIEIN 0) TIRE FEDERAL COI'YRFDII'r ACT OLNOTE uCENRE ACLFlEE..MENT. .Th1) R)JBFECC TO CiVIL AN) CRIMINAL l'EIIAL'OEl 'rIIIIIuNl)LIL MEANS OF EGRESS [5 TABLE 1020.2 £5 MINIMUM CORRIDOR WIDTH OCCUPANCY MINIMUM WIDTH (inches) Any facility not listed in this table 44 Access to and utilization of mechanical, plumbing or electrical systems or equipment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having an occupant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 72 Group 1-2 in areas where required for bed movement 96 Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more nonambulatoiy persons. 96 For SI: 1 inch = 25.4 mm. 1020.4 Dead ends. Where more than one exit or exit access door-aay is required, the exit access shall he ananed such that dead-end corridors do not exceed 20 ted 6096 mm) in .ngtIi. Exceptions: In in Group 1-3, Condition 2, 3 or 4, occupancies, the dead end in a corridor shall not exceed 50 feet (15 240 mm). In occupancies in Groups B, E. F. M, R- 1, R-2, R-2, I, R-2.2, S and U, where the building is equipped throughout with an automatic sprinider system in 01 aLor1hnce with Section 90 1 1 the lenth Of, lhc dead-end corridors shall not exceed 50 feet (IS 240 nun). A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. .1020.5 Air movement in corridors. Corridors shall--not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: 1, Use of a corridor as a source of makeup air for -. exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor clos- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. Incidental air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. For health care facilities under the jurisdiction of the Office of Statewide Health Planning and Devel- opment (OSHPD), see the Cal?fornia Mechanical Code. 1020.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- lowing conditions: The corridor is not required to be of fire-resistance- rated construction. The corridor is separated from the plenum by fire- resistance-rated construction. The air-handling system serving the corridor is shut down upon activation of the air-handling unit smoke detectors required by the California Mechanical Code. The air-handling system serving the corridor is shut down upon detection of sprinkler water flow where the building is equipped throughout with an auto- matic sprinkler system. The space between the corridor ceiling and the floor or roof structure above the corridor is used as a com- ponent of an approved engineered smoke control system. 1020.6 Corridor continuity. Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Where the path of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stairways or ramps, the fire-resistance rating shall be continuous for the length of the stairway or ramp and for the length of the con- necting corridor on the adjacent floor leading to the exit. Exceptions: I. Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as inter- vening rooms. Enclosed elevator lobbies as permitted by Item I of Section 1016.2 shall not be construed as intervening rooms. fSFMJ In fully sprinklered office buildings, corri- dors may lead through enclosed elevator lobbies if all areas of the building have access to at least one required exit without passing through the elevator lobby. £5 408 2019 CALIFORNIA BUILDING CODE :,i, Mx; ALl. RIGHTS RESUVED.Amind bjrElfic glnuh,ninr AR I OAS0.7I6 or, Doo ro. oro oA I'M IPITI porsoorri lo Liconso AproOrrrOnl 'oRb 1tIiiUJIt1I icr. PRo iu'Il,nr !r,cIkrn.,o IoflIrr royrs IonsbyO)rsiyarty.orLrihrrIiorr notborMod. PRngklnncr only.copsirniand nnrr rAl yrohiblissl ANY I.INMTTIIDRiZEI) DISTRJRUTIC'N IS A VIOLATION OP THE IEDER.ALCOPTRIGIIT ACT AND T1IE LICENSE ACRESMENT. AND I--UIIIECTTOCIVIL AND CRIMINAl. PENALTIES TIIERELINDEI1. I I I I I ATTACHMENT #17 LI OCCUPANCY SEPARATION I I I I I 1 I I I I I I 1-1 GENERAL BUILDING HEIGHTS AND AREAS TABLE 5084 REQUIRMSEPAWON OF OCCUPANCIES (HOURS' I I OCCUPANCY F-2, S-2', U MMEMEMEMEMEMMUMMOMMUMMEM :& =UI1IIE S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3. I. I. equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1 I. osp3raou requr r1t NP = Not Permitted. See Section 420. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. See Section 406.3.2, Separation is not required between occupancies of the same classification. See Section 422.2 for ambulatory care facilities. Occupancy separations thst serve to define fire area limits established in Chapter 9 for requiring fire protection systems shall also comply with Section 707.3. 10 and Table 707.3. 10 in accordance with Section 901.7. /SFM/ Group land Fl occupancies and Group R-2.1 and F-I occupancies s/ia!l have a 3 hour separation. It. /SFM/ commercial kitchens not associated litith cafelerias and similar dining facilities in Group 1-2 and Group R-2.1 shall have a 2-hour separation and shall be protected by an automatic sprinkler sysrein. tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. 509.2 Occupancy classification. Incidental uses shall not be individually classified in accordance with Section 302,1. Incidental uses shall be included in the building occupancies within which they are located. 509.3 Area limitations. The aggregate floor area ofinciden- tal uses shall not occupy more than 10 percent of the building area of the story in which they are located. 509.4 Separation and protection. The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table. 509.4.1 Separation. Where Table 509 specifies a fire- resistance-rated separation, the incidental uses shall be separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hori- zontal assembly constructed in accordance with Section 711, or both. Construction supporting 1-hour fire barriers or horizontal assemblies used for incidental use separa- 508.4.3 Allowable building height and number of sto- ries. Each separated occupancy shall comply with the building height limitations and story limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights and number of sto- ries other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- 2019 CALIFORNIA BUILDING CODE 193 Glpyligh 40 ooln WC. All. RIGHTS }(li5P.RVSS). Acc,,scd by Sillo K ,aInagSn lokk h,00k,nnn.corn). )0A ter N noinon .n P.04l0on Dec to, not', onooa P.M. (PST) pnnn,onnl to iloonno Apnnnononnl 'nilh I I I ICC No Sancho, .apnodocnlon, no fonihon nq'onloollonoby any hInd panty. air dl.lrlholiora oiho,inoA $Ingler000r only. nopyino and riolsoorMoy 'rohlloiloni ANY IJNASflF1011l?Jift RISI'RCtlllICElON OR DiSi'lu Runol,t ISA VIOLATION OP TIlL PhISERAl. col'ylticitI'r OCr AND I'll L LICSNSII ACIJSEEMENT, AND iUilECETO CIVIl. AWl) CRIMINAL pENAL'ruu THEIUIIINDER I. I I I I I I I I I II; I t I In 1> I I I I GENERAL BUILDING HEIGHTS AND AREAS 3. Uses within live/work units, complying with Section 111, are not considered separate occupancies. '2 UOR 5O82 kccesory OCCIJI) Hides, AccesSory ocupantes nre tlse oc op iic that are ancilla ry to the ma in occupancy of (he building or portion thereof. Accessory occupancies shall comply v ith the provisions of Sections 5082.1 through $SS.2.4. 508.11 Occupancy classification. Aceessoic occupan- cies shall he individually classified in accordance with Section 3021. The requirements ofthis code shall apply to t: each poition of the building based on the occupancy dat- sificatiory Of that space. 508,2.2 Allowable building height. The allowable height and numbet of stones of the building containing accessory ocLupancics shall be in accordance with Section 504 for the main occupancr of the building 08.2.3 Allowable building area. The allossable area of the building shall be based on the applicable prososions of Section 506 for the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in ssliich they - an located and shall not c\etd the tihular Values for non sprinklered buildings in'Table $06.2 for each such accbs- - sor occupaitcv. 508.2,4-Separation of occupancies o separation i ' -required betssecrt nccSsor Occupancies and the main ocLu panes Exceptions: I Group H-2, 113 1-1 4 and Id am/i occupancies shall be separated from all othci occupancies in accordance with Section 508,4 2.Gioiip R-1 ., R-2, R-21, R-2.2 and R-3 dwelling units mid sleeping units shall hr epai ated from other dcvel]ing or sleeping units and from acces- sor, occupanci ss es contiguous to them in accor- dance tb the cqntremcnts of SCLtiOfl 420 (o imp 1-2 00(1 1-2 / shall h separatr d 6 on all o'hei occupancies 111 acôri1aiic wit/I Sccooit 4 A08. 4, No separation is reqithcd betnecn Group B: 1", sleeping units and S-2 occupancies Ocsso13 to Grimimp I 2 1- 2 1 -/. Ciro w? 1-3 and te li/c/c saI/b-poils shall be supa- la/cd/i urn all cr/icr occupancies in accardatice ii it/i Section 508 ,4. A a tpufafiOti it I Jill) d h&in CL IT Group B I R-2 sleeping units and ocCupan:iOs cthce'ssoiy to Group /-3 of Tt7 / Coualrtiction - 508.3 NonseparaTd occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies. 508.3.1 Occupancy classification. Nonseparated occu- pancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restric- tive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occu- pancy area. 508.3.1.1 High-rise buildings. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building. 508.3.1.2 Group 1-2, Condition 2 occupancies. Where one of the nonseparated occupancies is Group 1-2, Con- dition 2, the most restrictive requirements of Sections 407, 509 and 712 shall apply throughout the fire area containing the Group 1-2 occupancy. The most restric- tive requirements of Chapter 10 shall apply to the path of egress from the Group 1-2, Condition 2 occupancy up to and including the exit discharge. 508.3.2 Allowable building area, height and number of stories. The allowable building area, height and number of stories of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation. No separation is required between nonseparated occupancies. Exceptions: I. Group H-2, H-3, H-4 and H-S. 1-2, 1-2.1 and L occupancies shall be separated from all other occupancies in accordance with Section 508.4. Group R-1, R-2, R-2.1, R-2.2 and R-3 dwelling I 1< units and sleeping units shall be separated from other dwelling or sleeping units and from other occupancies contiguous to them in accordance with the requirements of Section 420. Separation is required between Group 1-3 and vehicle sally ports. Where Group 1-3 is not the main occupancy and the area is greater than 10 percent of the floor area, it shall be separated per Table 508.4. 508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. 508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building. The most restrictive provisions of Chapter 9 that apply to the separate occupancies shall apply to the total nonfire-barrier-separated occupancy areas. Occupancy separations that serve to define fire area limits established in Chapter 9 for requiring a fire protection system shall also comply with Section 901.7. 508.4.2 Allowable building area. In each story, the build- ing area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occu- pancy shall not exceed 1. 192 2019 CALIFORNIA BUILDING CODE -' (oi'yd1ht ICC ALL SICIlY! RE)ERTTD. Aco,d 55 TRio I,.br.Mkoer (ekTokI sbrokno.orn!. II Ooio. Non.b.r TOOSO47TU oo flo. 5. R9 IE'A PM IPSO fuToonl To LISTS.. AE.coo,00I ,olb 11iIffh11t 1I II ijj CC N. forilior 'T,IU5IISS. 5., loSS., ,S'r...LTSIloo5 b ony bird TS5. oT diorlbstlon ,mhorbsoL. SloE!. TSr only. copyLig on) SPWO,kiI5Z r.nhIWnd ANY IiNALJTIIORiEEI) REPILOL)UCFIOY 1)5 l)!)TRIAIJTLON IS A VIOLATION (TI ThE TCI)ERAI. C()I'YRNiIIT ACT ANI)ThIIi LICENSE AIIRI!EMENI. AN!) SIRTIECTTO CIVIl, AN!) CRIMINAL PF.NAI.TIER T!IILREUNI)IYL 3 3 ATTACHMENT #18 SEPARATION OF HIGH-PILED STORAGE AREAS 01 HIGH-PILED COMBUSTIBLE STORAGE 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3.2,1. 320'3,3ti Si.i of h4h-p1led storage area, The size of each high-piled storage area shall include the f(oiprint of the actual high-piled storage racks. shelves or piles and the following aisles: I. Interior aisles within the liaotprint of the storage area. 2 An aisk around the perimeter of the footprint with a minimum width as required in Section 3206.10.1 or the dimension to a wall or full height wall, which- ever is less. 32063.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall he used for the application offable 3206,2 unless the high -piled stor- age ge areas are separated in accordance with one of the fol- lowing: 1 h1ih piled storage areas separated by lire barriers with a mininluin lire-resistance-rating of I hour con- structed in accordance with Section 707 of the Coil- fbi/sung ('ode. 2. In buildings equipped throughout with an automatic,, sprinkler system in accordance ss ith Section 903.3.1.1, hi.h piled storage areas separated by 100 feet (0 480 tam) oi more The atea providing this separation shall not contain bight piled combustible s storage 3206.3.2.1 Multiple class high-piled storage areas. High piled storage areas classified as ( lass I thruu013.- IV not separated from high-piled storage Tied as as high hazard shall utilize the a,rLb ik of all high plILd storage areas as high hazard for the purposes of the application of Table 3206 .2, Multiple class high piled storage areas meeting the separation requirements in Section 3206.3:2 shall he considered as separated, The fire satets fcaturs in '1 able 3206.2 shall h-c extended beyond the higher-hazard storage area in accordance with Section 320611. Exception: Multiple class high-piled storage areas do not need lo be separated where in accordance with Section 3.2. '06.4'Aiitihi"atic s kleh Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Fire apparatus access roads in accor- dance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.7 Fire department access doors. Where fire depart- ment access doors are required by Table 3206.2, fire depart- ment access doors shall be provided in accordance Sections 3206.7.1 through 3206.7.8. 3206.7.1 Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: The opposite exterior wall faces a fire apparatus access road. The opposite exterior wall is provided with fire department access doors. The entire interior surface of the exterior wall is less than 150 feet (45 720 mm) away from a fire depart- ment access door. The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 3206,7,2 Where located. Where exterior walls surround- ing high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. 3206.7.3 Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. 3206.7.4 Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the back- ground. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of 3/g inch (10 mm). 3206.7.5 Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet (38 100 mm) measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not proposed. 2019 CALIFORNIA FIRE CODE 461 0 251)1CC All. NIClITS RESERVED As,l A1 F,L'i. b,.i.r (kk II Ords Nnth,, IE5A47I4 no On'n 16_10I9 IYEl '15 (PET) p2515)0110 Li25001,g025511511 n.1i1, )J lflJ J ICC NI, lArthor rlpooEs)oo. 0 tsrhnr 'nnlnn,Ior,ni......y third rrr. ,,r dLi,rIb,nlon b,,rloc,i EInIs urn, only. 1551110(1 005 oow,rkion ri1bIIo.L ANY IINAIJTIIOIl1'/.IiI) RllPEO))UCIlON OIl 151I,TIIIIIUTION IS VIOLATION OP THE FEl)sRoLcoI'YIUCI)TAC:r oNtl'rlili LICF.NSSACIIIEI25E.NT, ENS A2IlliEcr'rOClVII, ANSCRI1.IiNAI. l',15,1'IEI,1'IIlIil3Nl)ES, ATTACHMENT #19 APPROVED STORAGE LAYOUT, APPROVED CONSTRUCTION DOCUMENT [:i CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE User note: About this chapter: Chapter 32 provides guidance for reasonable protection of life from hazards associated with the storage of combustible materials in closely packed piles or on pallets, in racks or on shelves where the top of storage is greater than 12 feet in height, or 6 feet for high-hazard commodities. It provides requirements for identifying various classes of commodities; and general fire and life safety features including storage arrangements, smoke and heat venting, Are department access and housekeeping and maintenance. This chapter attempts to define the potential fire severity and, in turn, determine fire and life safety protection measures needed to control and in some cases sup- press a potential fire. This chapter does not cover miscellaneous combustible material storage as regulated in Section 315. p I I I SECTION 3201 GENERAL 3201.1 Scope. High-piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the following material-specific requirements shall apply: 1. Aerosols shall be in accordance with Chapter 51. 2. Flammable and combustible liquids shall be in accor- dance with Chapter 57. 3. Hazardous materials shall be in accordance with Chap- ter 50. 4. Storage of combustible paper records shall be in accor- dance with NFPA 13. 5. Storage of combustible fibers shall be in accordance with Chapter 37. 6. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit -shall be required as set forth in Sections 105.6 and 105.7. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high-piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the Cali- fornia Building Code, the storage permit submittal shall include the information specified in this section. The con- struction documents shall include all of the following: I. Floor plan of the building showing locations and dimensions of high-piled storage areas. Usable storage height for each storage area. Number of tiers within each rack, if applicable. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. Aisle dimensions between each storage array. Maximum pile volume for each storage array. Location and classification of commodities in accor- dance with Section 3203. . Location of commodities that are banded or encapsu- lated. Location of required fire department access doors. Type of fire suppression and fire detection systems. Location of valves controlling the water supply of ceiling and in-rack sprinklers. Type, location and specifications of smoke removal and curtain board systems. Dimension and location of transverse and longitudinal flue spaces. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high-piled storage area shall be provided at the time of permit, where required byjhe fir o.e.Qffic.jL.. 3201.3.1 Apprved construction documents. Follcoving approval of the construction dncumLnts 'i cop of lhr approved plans shall be maintained on the premises in an approved location. 3201.3.2 Approved storage layout. A floor plan, of legi- ble size, shall he provided, mounted on a all and pro- tected from damace. lhc floor plan shall be mounted in an approved location and show the following: I Locitions dimensions and rich layout of high piled storage areas. 2. Design storage height far each storane area. 3: Types of commodities. Commodity clearance between top of storage and the spookier deflector IoriLh storage arrangement, Aisle dimensions beseen each storage ay. 6 For palletized and solid-piled storage, the naxinium pilev olume for each storsgL array 7. Location and classification of commodities in accor- dance with Section 3203. S. Location of required fire department access doors. 9. Location of valcs oonlrolling the water supph of ceThur' ,tid in -rack sprinLLtrs 3201.4 Fire safety and evacuation plan. Where required by the Section 403, a fire safety and evacuation plan shall be sub- I I I I I I I I I I LI I 2019 CALIFORNIA FIRE CODE 437 coryoiihl'0 noEO ICC ALL RIliI1r.c RC)P.VEI) A0;0;0O by iji, Alao,hnoko ('k ,brk,ior.croaj. I O'.kr N,,,,b,, .lnooaa?0 10 l) a. 201a )i:'0 PM il'$Ti ruro'0n 0 JO no' A 0;"0a,, .aih I] IiiIJ d CC No forth,, raynafuottori, no' r,prodo.iiou, by any Ihlrdrar,n. or JI0riboio, tuthurfuod, hoOa too, only. cupotna and nar000rkioy yruhihttn1 ANY UNAUTHORIZED REI'IIOCJJCTRIN )R Dl5TRlrttyrIoN IS A VIOLATION l'C1ltIfAl,COJ'mRICil1TdCT AND T1 LICENSE ACftEEMENT.ANI) iUllliicl'iO CIVIL AND CRIMINAL PENAOIlinTllEllEllNl)IIR.