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1900 ASTON AVE; 100; FPC2019-0122; Permit
PERMIT REPORT Fire Permit Print Date: 09/21/2023 Job Address: 1900 ASTON AVE, # 100, CARLSBAD, CA 92008-7308 Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: FIRE-Construction Commercial Work Class: Fire Sprinklers 2121202400 $586,305.06 Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: (City of Carlsbad Permit No: FPC2019-0122 Status: Closed -Finaled Applied: 05/30/2019 Issued: 06/10/2019 Finaled Close Out: 12/05/2019 Final Inspection: INSPECTOR: Salcedo, Felix Description: M2 INGREDIENTS: 12,606 SF OFFICE/MAUF/WAREHOUSE TO OFFICE/MAUF/WAREHOUSE FIRE SPRINKLER T.I. Applicant: EPIC FIRE PROTECTION INC ADAM BOISVERT 765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126 (760) 310-6122 FEE FIRE NFPA 13 or 13R System > 100 heads Total Fees: $654.00 Total Payments To Date: $654.00 FPContractor: EPIC FIRE PROTECTION INC 765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126 (760) 310-6122 Balance Due: AMOUNT $654.00 $0.00 Fi re Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2665 I Inspections: 442-339-2660 I www.carlsbadca.gov KLAUSBRUCKNER AND ASSOCIATES 2495 Truxtun Road, Suite 205 San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 M2 Ingredients 1900 Aston Avenue Carlsbad, CA 92008 High-Piled Combustible Storage Report Rev 1.0 March 20, 2019 0 0 'I"'" :t:t T""" N 't-o I a, 't-o N 0 D. LL ❖ Additional Info: ❖ Revis.ion Comments Date B 1.0 Prelimin research Ma 20,2019 SH ❖ DISCLAIMER Th.is report is the property ofKlausbruckner & Associates, lnc. and was prepared exclusively for use by M2 Ingrectients (alternatively known as "the owners" or "the business owners" throughout thjs report) for the storage & occupancy conditions described in this report. M2 Ingredients conditions and operations addressed herein are based on information provided to the report by M2 Ingredients. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of M2 Ingredients. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by M2 Ingredients shall be utilized only by M2 Ingredients for the storage and occupancy conditions and the 2016 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 any other purpose or conditions not specifically addressed in this report. Any non-high-piled storage related code information is provided for background information only to the rugh-piled storage report, and should not be considered as a complete report on the subject. Rev 1. 0 -M2 Ingredients 1900 Aston Ave., Carlsbad, CA \~ KLAUSBRUCKNER \\l ANO ASSOCIATES Page iii Table of Contents I. SUMMARY TABLE ............................................................................................................................. 1 2. INTRODUCTION ................................................................................................................................. 5 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES ................................................. 6 3.1 BUILDING CONSTRUCTION & D ESIGN .................................................................................................. 6 3.2 OCCUPANCIES ...................................................................................................................................... 6 4. HIGH-PILED STORAGE REQUIREMENTS ................................................................................... 7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ................................................................................................. 8 4. 1. 1 Rack Storage Area ....................................................................................................................... 8 4.1. 2 Shelf Storage Area ....................................................................................................................... 9 4.1.3 Additional Protection Requirements .......................................................................................... JO 4.1.3.l Extent of Protection ............................................................................................................................... IO 4.1.3.2 Protection ofSteel Columns-Rack Storage ......................................................................................... 10 4.1.3.3 Fixed Obstructions ................................................................................................................................. IO 4.1.3.4 Ceiling Slopes ........................................................................................................................................ 10 4.1. 4 Offices -Outside the Scope ....................................................................................................... I 0 4.2 ALARM/MONITORING ......................................................................................................................... 11 4.3 BUILDlNG ACCESS -DOORS & ROADS ............................................................................................... 11 4.3. l Access Doors ............................................................................................................................. JI 4.3.2 AccessRoads ............................................................................................................................. 12 4.4 SMOKE AND HEAT REMOVAL ............................................................................................................. 12 4.5 PORTABLE FIRE EXTINGUISHERS ........................................................................................................ 14 4.6 AISLE WIDTHS ................................................................................................................................... 14 4.7 HOUSEKEEPING & MAINTENANCE ...................................................................................................... 15 4.8 FLUE SPACES FOR RACK STORAGE ..................................................................................................... 15 5. MEANS OF EGRESS ......................................................................................................................... 17 5.1 OFFICES [B OCCVPANCY] ................................................................................................................... 17 5.2 STORAGE [S-1 OCCUPANCY] .............................................................................................................. 17 6. EXPOSURES ....................................................................................................................................... 18 6.1 OCCUPANCY SEPARATION .................................................................................................................. 18 6.2 SEPARATION OF HlGH-PlLED STORAGE AREAS .................................................................................. 18 6.3 A LLOWABLE AREA AND S!DEYARDS .................................................................................................. 18 7. CONCLUSION .................................................................................................................................... 19 8. APPENDIX A: ATTACHM,ENTS ..................................................................................................... 20 Rev I. 0 -M2 Ingredients 1900 Aston Ave., Carlsbad, CA \\_\. KLAUSBRUCKNEA )\1 AND ASSOCIATES Page iii 1. Summary Table TOPIC Construction Type Approximate Square Footage CODE SECTION (Existing) Architectural Plans Occupancy CBC Section 302, 304,309,311 CBC Table 508.4 Storage Commodity CFC Sections 3203.1-3203.7.1 Automatic Sprinkler CFC Table 3206.2 Protection NFPA-13 [2016] Sections 3.9.3.7.1 , 3.9.3.7.4, 3.9.3.7.7 NFPA-13 [2016] Sections 8.5.6.1, 12.6.3, 12.8.6, 17.2.1.2.1 , Tables 8.6.2.2. l(d), 12.8.6, Figures 17.1.2.1, 17.2.1.2. l(c) note 2 Rev 1.0 -M2 Ingredients J 900 Aston Ave., Carlsbad, CA CRITERIA/REQUIREMENTS Type V-B Construction. No proposed changes. Office/Other Area: High-Piled Storage: -3,399 ft' [B, Business] 11,993 ft2 Retail Area: Bulk Warehouse Area: 3,834 ft2 [S-1 , Warehouse] 8,159 ft2 [S-1 , Warehouse] *Offices and all other occupancies are outside the scope of this report. Areas designated as "retail area" are not public accessible. This is only a designation for finished goods. Mixed Use Groups (unless otherwise specified by the Architect of Record): Warehouse: Office: S-l(Storage) B (Business) Occupancy separation not required between B and S-1 occupancies in a sprinklered building. Class I-IV Commodities: Mushroom powder, finished goods High Hazard/Group A Plastics (Cartoned, Unexpanded): Empty plastic containers, plastic linings Protection based on the highest hazard commodity: High Hazard/Group A Plastics (Cartoned, Unexpanded) Rack Storage: High Hazard/Group A Plastics commodities [cartoned, unexpanded! • Maximum Storage Height: o Bulk Warehouse:< 19'-4" o Retail Area: ~ 15 '-0" • Maximum Ceiling Height: o Bulk Warehouse: 22 '-0" o Retail Area: l 8'-0" • Aisle Widths: 2'.: 10'-0" • Single-and Double-Row Racks • Open shelves, area > 50% open Ceiling Sprinkler Design Required: • Control Mode Density Area sprinklers, minimum K-11.2, listed for storage, upright or pendent • Minimum density required: 0.6 gpm/ft2 over 2,000 ft2 remote area • Maximum coverage area 1 00 ft2 ■ Maximum spacing between sprinklers 12'-0'' ■ Minimum clearance 18" from deflector to top of storage • Hose allowance 500 gpm • Water supply duration 120 minutes Tlte existing sprinkler system has been recalculated to provide 0.60 gpmlfr over 2,000 fr remote area. Sprinkler upgrades are not necessary. \\\. KLAUSBRUCKNER \\1 ANO ASSOCIATES Page I TOPIC CODE SECTION Automatic Sprinkler Protection Smoke and Heat Removal Additional Required Plan Annotations NFPA-13 [2016] Sections 3.9.2.6 NFPA-13 [2016] Sections 8.5.6.l, 12.6.3, 12.8.6, 15.2.2.l (2), 15.2.2.5, 15.2.2.7, 15.2.2.8.1, Tables 8.6.2.2.1 ( d), 12.8.6, I 5.2.2.5(a), Figures 13 .2.1, 15.2.2.1 NFPA-13 [2016] Fig. 11.2.3.l.1, Table 11.2.3.1.2 CFC 910.4.3, Table 3206.2, Applicable to Racking Plan Rev 1.0 -M2 Ingredients I 1900 Aston Ave., Carlsbad, CA CRITERIA/REQUIREMENTS Shelf Storage in Retail Area: High Hazard/Group A Plastics commodities (cartoned & exposed, unexpanded) ■ Maximum Storage Height: s:; 10'-0" ■ Maximum Ceiling Height: < 18'-0" ■ Aisle Widths:~ 30" ■ Shelf Storage/Baker's Racks (single, not back to back) Ceiling Sprinkler Design Required: ■ Control Mode Density Area sprinklers, minimum K-11.2, listed for storage, upright or pendent ■ Minimum density required: 0.5 gpm!ft2 over 2,500 ft2 remote area ■ Maximum coverage area 100 ft2 ■ Maximum spacing between sprinklers 12 '-0" ■ Minimum clearance 18" from deflector to top of storage ■ Hose allowance 500 gpm ■ Water supply duration 120 minutes The existing sprinkler system, recalculated to provide 0.60 gpmlfr over 2,000 Jr remote area may meet the requirements stated above. Sprinkler contractor to confirm and provide hydraulic calculations. Offices -Outside the Scope Light Hazard Occupancy 0.1/1500; 100 1mm hose demand w/ duration of30 min. Smoke and heat removal is required in sprinklered High Piled Storage areas of High Hazard/Group A Plastic commodities greater than 2,500 square feet. Due to the dropped ceilings, mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. Mechanical smoke removal shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. Based on CFC 910.4.3, please see mechanical exhausts that are required. Retail Area: 3,834 ft2 x 18 ft (ceiling height)= 69,012 ft3 x 2 = 138,024 ft3 per hour. 2,300.4 cfm required. Bulk Warehouse Area: 8,159 ft2 x 22 ft (ceiling height)= 179,498 ft:3 x 2 = 358,996 ft3 oer hour. 5,983.3 cfm reauired. Approval of this plan in part is based on the technical High- Piled Combustible Storage Report prepared by Klausbruckner & Associates, dated May 20, 2019, Rev. 1.0. M2 Ingredients 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 reauested high oile storage. \~ KLAllSBRllCKNER ,)l ANOASSOCIAiES I Page 2 t I • • TOPIC Flue Spaces Building Access [Roads & Doors) Hose Connections CODE SECTION CFC Table 3208.3 CFC Table 3206.2, Section 3206.6, 503 .1 CFC 3206.8 Rev 1.0 -M2 Ingredients I /900 Aston Ave., Carlsbad, CA CRITERIA/REQUIREMENTS Single Row Racks: Transverse -3-inches required Longitudinal -Not required Double Row Racks: Option #I: Option #2: Transverse -6-inches required Longitudinal -Not required Transverse -3-inches required Longitudinal -6-inches required NOTE: Mechanical means shall be provided to maintain the rack flue spaces. • Transverse flue spaces: Durable vinyl tape, or paint, or other methods as approved by the fire code official • Longitudinal flue space: Devices made from steel or other ferrous material ¼" thick and, in the mounted position, extending a minimum of 4 inches above the shelf or cross member, or other method approved by the fire code official. See Section 4.8 of this report for more details on the devices to be used and their installation methods and installation requirements. Required flue space protection is also documented in Carlsbad's HPS Form. Flue spaces are not required for shelf storage. NOTE: Random variations are allowed in the transverse flue space, provided that the configuration does not obstruct water penetration. Access roads and doors are required for high-piled storage areas of High Hazard/ Group A Plastic commodities greater than 2,500 square feet. • One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road. o The linear rustance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. Access roads and doors are existing and have been previously approved as part of the shell building plans. One (l) access door exists along the plan north wall, three (3) access doors exist along the plan east wall and one (l) access door exists along the plan south wall. Additional doors may be required. Final location and number of access doors is pending fire department aooroval. Not required unless exit passageways are proposed within the high-piled storage areas. ,~\ KLAU58RUCKNeR ~ ') ANO ASSOCIATE" I Page 3 MATERIAL DATA SUBM ITTAL M2 TENANT IM PROVEMENT 1900 ASTON AVE. CARLSBAD, CA EPIC FI RE PROTECTION, INC. 7 65 TURTL E POINT \VAY SAN MARCOS, CA 92069 (760)310-6122 FP-X(760)798-0556 FPC2019-0122 1900 ASTON AVE M2 INGREDIENTS: 12.606 SF OFFICE/MAUF/WAREHOUSE TO OFFICE/MAUF/WAREHOUSE #100 2121202400 5/30/2019 FPC2019-0122 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) D ESCRIPTION AND OPERATION The Globe Quick Response Series GL-QR Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times laster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the ap- plicable standards. It offers the additional feature of greatly in- creased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used ad- visedly and under the direction of approving authorities having jurisdiction. The heart of Globe's Series GL-QR sprinkler proven ac- tuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the inter- nal pressure. At the prescribed temperature the internal pressure Within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distril>- uted In an approved pattern depending upon the deflector style used. TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Ratings -135"F (57'C), 155"F (68"C), 175"F (79"C). 200"F (93"C), 286"F (141"C) QUICK RESPONSE SERIES GL.QR SERIES GL.QR/CNV UPRIGHT CONVENTIONAL QUICK RESPONSE SERIES GL.QR SERIES GL.QR/SW PENDENT VERTICAL SIDEWALL • Water Working Pressure Rating -175 psi (12 Bars) QUICK RESPONSE • Factory tested hydrostatically to 500 psi (34 Bars) HORIZONTAL LPCB/CE • Maximum low temperature glass bulb rating is -67'F (-55"C) SIDEWAL.L HORIZONTAL • Frame -bronze • Deflector -brass • Screw -brass SERIES GL.QR/SW SIDEWALL • Lodgement 'Mre -stainless steel • Bulb seat -copper SERIES GL.QR/SW • Spring -nickel alloy • Seal -teflon • Bulb • glass With alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING MAR2013 CLASSIFICATION ORDINARY INTERMEDIATE HIGH BULB COLOR ORANGE/RED YELLOW/GREEN BLUE GFS-100• (Forme,tyA-20) QUICK RESPONSE AUTOMATIC SPRINKLERS UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIF/CATIONS NOMINAL "K" FA(;TOR THREAD SIZE 2.8 (40m .. lc) 1/2"NPT 4.2 (60melric) 1/2"NPT 56 (IOmelric) 1/2"NPT 8.0 (115mettle) 112·NPT 8.0 (115melric) 314"NPT N01r;: ..... ,.,.IC ... ~ .. ..,.SIONSAR 'HORJZONTAL &tDEMU. IS 2 9118" lf'INISHES AVAIL.AILE ON SPECW.. ORDER (15nvn) (15mm) (15mm) (15mm) (20mm) LENOTHI 2 11•· (5.7cm) 2 ,, •• (5 7<m) 2 1/4" (5 7cm) 2114" (5.7cm) 27J16· (6.2cm) 'AVA1l.A8l.EAS clJl..m LJSTEO CORRO&tON RESfSTANTw-fE.N SPECIFIED ON ORDER.. LISTINGS/APPROVALS FINISHES F..,.,., Bronze Clvome ~lte:Potyute~ BJack Polyttter2J K TEMPERATURE NYC .009 STYLE SIN FACTOR HAZARD' tlt"F us·F 17S"F -· ..... cl/I.us FM LPCB' CE ME.A ('7'C) 1..-ci (7t'C) {U"C) (141"C) 101-8:Z-E GL2815 2.8 lH X X X X X X ---X GL4215 4.2 lH X X X X X X ---X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115" "-0-(¼.NPT) LHIOH X X X X X X ---X Gt.a118 8.0 I.K'OH X X X X X X X X X X GL2801 2.8 lH X X X X X X ---X ~ 4.2 lH X X X X X X ---X PENDENT 56 LH/OH X X X X X X X X X X 8.0-(¼" NPT) LH/OH X X X X X X ---X GL8106 8.0 LHIOH X X X X X X X X X X VERTICAL GL56l2 5.6 lH X X X X X X X ---SIOEWAJ..L' GL8133 8.0 lH X X X X X X ---- GL2826§ 2.8 lH X X X X X X ---X HORIZONTAL GL42211§ 4.2 lH X X X X X X ---X SIOEWALL Gl.5826§ 5.6 lH/OH X X X X X X X --X GL.5827a 5.6 LHIOH X X X X X --X X - GLB127§ 8.0 LHIOH X X X X X X ---- CONVENTIONAL GLSll24 5.6 LH/0'1 X X X X X --X X -(OLD STYLE) Gl8125 8.0 LH/OH X X X X X ---X - SPRINKLERS SHALL BE LIUITEDAS PER THE REOUtREMENTS OF NfPl'13 NIOAll'f OTI-IER RELATED OOCUIIENTS fHOR.IZONTAL SIO~d.ll.ul LISTED FOR. OEF\.ECTOR 4 TO 1r BELOW THE CEIUNG. FUAPHIOVEO ,. TO r BELOW'THE CEUNG •tNSTA.Ll SN ACCORDANCE TO 8S5306 AAO N« OTHER RELATED OOCUMEtlTS tpENDENTVERTICAL SIO~ cULu& USTEO FOR 6" MlH SPACING tUPRIGHTVERTtCAt. 610E"NO.l.LcllUJS US TEO FOR 9' MIN SPACING OH ORDINARY HAZARD Ul LIGHT HAZARD •112" NPT, FOR RETROflT ONLY 1 LPCS AU NO 147d05 ORDERING INFORMATION SPECIFY • Quantity • SIN • Style • Orifice • Thread Size • Temperature • Finishes desired • Quantity-W-enches -PIN 325390 (112'), P/N 312366 (L 0.) GL-=·BE GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured produels found to be derective in material or .w,rkmanship for a period of one year from date of shipment For specific detarlt of our warranty p~ase refer 10 Pnce List Terms and Condit10ns of Sale (Our Price Lisi) •OTT AIRPARK DRIVE, STANDISH, MICHIGAN 48658 9311-MS-<543 FAA 989-846-9231 1-e00-2-48-027& wwwglobHpMtser com --..- MAA2013 PRJNTEDUSA GFS-100■ (Forrne,ty A--20} Firelock® V34, Kl4.0 ~ctaul;c 40.34 Models V3421, V3425 Standard Response Product Description: Model V34 ECOH sprinklers are designed to protect ordlnary hazard occupancies with a maximum coverage area of 400 square feet with unobstructed or non-combustible obstructed ceiling construction as permitted by NFPA 13. It is cast with a hex.shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 5) and finishes to meet many design requirements. Coverage Extended spray coverage is up to 400 square feel (37.2 sq. ml per NFPA 13. Job/Owner System No. f------ location ContractDr Submitted By Date Technical Specifications: Models: V3421 and V3425 Style: ECOH -Pendent, Recessed Pendent (V342I) and Upnght (V3425) Nominal Orifice Size: ¾"/20 mm K Factor: 14.0 lmp./20.2 S.I.' Nominal Thread Size:-¼" NPT/20 mm Max. Worl!ing Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Min. Operating Pressure: 7.8 psil53.8kPa Tempenture Rating: See chart Engineer Spec Section Paragraph Approved Date •ictaulic.com I Sprinklers I Firelock" I V34, K!4.0 I Publication 40.34 40.34 3326 Rev F IJpda.t:rd 10/2014 C 2014 V"Ctail.k Compar,y. All nihts. resef\'l!'d J ~ctaul,c: victaulic.com I Sprinklers I Firelock" I V34, K14.0 I Publication 40.34 Material Specifications: Pendent Defleeto~ UNS CSJOOO Bulb: Glass with glycerin solutmn Bulb Nominal Diameter: 3.0 mm load Screw: UNS C65100 Pip Cap: CW602N brass alloy Spring: Beryllium nickel Seal: Teflon' tape Frame: Die cast brass 65-30 Lodgement Spring: UNS S30200 Exaggerated for clarity Exaggerated fo, clarlty Accessories: Installation Wrench 0 Open End: V34 D Recessed: V34 Sprinkler Rnishes: 0 Plain Brass 0 Chrome Plated D Proprietary Nickel Teflon' coating' D Whrte Painted' D Custom Painted' 0 VC-250' For e:.culcheor1s, boxi!s otnd ether acces.~ones ,ef@r ta sepanio!@ sr.eet NOTE:. Weatoo, resistal'll. ,octssed eswtcheons a-.-a,~bie on 1equesL 1 For K-Fac!or wN!n pressure rs measUJed in Bar. mutJpty S.l urntS by 10 0 ' TeUcn 15 ~ reg..ste.red baden'W(r ol Duoonf Cc 3 UL L~led for c.om:ision ~nee 4 LIL Listed aod FM Approved ro, co•ros,on resistance. 40.34 3326 Rev F lJpda!ed 10/2014 C 2014 Vict.auhc C.Qr,,pany. M rigtila. f't'S!!f"lled. '1ct.::,ul;C: vIctauhc.com 2 victaulic.com I Sprinklers I Firelack" I V34, K14.0 I Publication 40.34 Approvals/Listings, ~ ----~ Model ,l,PPROYALS/LISTINGS ¥3421 ¥3421 Y3425 Orifice Stn (inc~s) .,.. " .,.. ~~I~~ lmpe~ 20 20 10 14.0 14.0 14.0 Nominal I( Facto, s.1.1 20.2 20.2 20.2 -ft~orue· -• -~~~d_ SJ1md~d 5-!!~~ Deflector Type-Pendent Recess«! Pendent Up to 1.4~ Upright Adju.stment ------Room Size Fed/meters. Appron:d Temperature Ratings r-tc• 1 14 X 1.4 4.3 X 4.3 cULw. A A 16X 16 4.9 X 4.9 cULu.!o A A 18 X 18 S.5 X 5.5 cULu.s A A A 20 X 20 6.1 X 6.1 cULu5 A A A l J...istln11s and appro.al as of prinlLfli. Not .all iemperaru~ rat1r,g combinauoos are Ap~~ or U$it!d. Chedi: Victaullc tor specific comb NI ons for K-Fftr.torwnen pres.sure 15. mea~ured in 8ar, nuit.lply SJ. unit! by JO. Approved Temperature Ratings: Tcmperalwe Ratir.: A-1551f/68<'C, 17S"'f-179'<.. 200-F/93"C. 286"f/141"C 40.34 3326 Rl!!Y F Updated IDl20l4 C 20:4 V.ctaulic Compat'r)' AH rights ~l!!rved v1ctaulic.c~ 3 "1ct.aul;c! Y!Clauhc.com I Sprinklers I Firelock" I V34, K\4.0 I Pubhcal1on 40.34 Dimensions: Pencenl Product Dimensions - V3021 Upright Product Dlmen~cn.s. - V3425 Coverage Area/Density, M/,).'.IMUM i,X1t:NSU,1 MAXlMIJM £XTINSOj Sprinkler Performance Flow And Pressl6e (Minimum) ¥3421, V342S Ord~ry Haz.;,rd Group l ~ina,ry l-lal.lrd Group 2 C.,,orag,, o.15 apm/sq. tt. 0.20 gpm/sq. tt. ""'· 6.1 mnv'min 8.l nvn/mfn Ft. z Ft. Flow Rate EndSpfinlller Flow Rate ErdSprinkter mxm GPM/lPM Prr:uurc GPM/lPM Pressure p$ilkPi1 psi/kP• 14X 14 39.0 , .. SIJ> 133 4.3 X4.3 147.6 53.& 193.0 91.7 16 X 16 39.0 , .• 51.0 13.3 4.9 X 4.9 147.6 53.S 193.0 91.7 18X 18 49.0 12.l 65.0 21.6 5.5 X5.5 18.5.S 84_8 246.D ,.._. 20X20 60.0 18.4 80.0 32.7 6.1 X6.1 227.1 126.g 302.8 225.S 40.34 3326 Re.v F UpCa:@d 1012014 C 2014 Viclaulic Compan)I . .AJI 1,ahts. rrse!'W!d. v1ctaulic.com 4 1' .. , "-'t~(cir,g,T-.. -t 111 .. ·1 FIN\htdS...ma-36 r,'l'TI ½t Ad1ustment 'Recessed - V3d21 (drawing not to scale) ~~ Adjustment Rec.~s~ed - V3421 (drawtng nor to scale) "1ct.aul1c! vlctau IC.com I Spnnklers I F1relock• I V34, Kl4.0 I Publication 40.34 Oistllbulion Patterns: Model V3421 ;t; l<1 0 ECOi-i Pondent ard Recessed Penoent Dt5trlbut.an Patterns-Tra,1ectory r #' I' r 17 11 1.,-wlO' ~m y~ ~~ Uffl ~~ UN u~ U• Um ,1~ lo'odel V3d25 <I• 0 fCOH Up,,g- Olstribulmn Fatterrs -T,a,ectol)I T F r 10' ll ,.. Ill' 1, 10' u~ U• U ffl ~~ u~ Uffl o ~ u m u~ ~,~ Ae:sponse: Minknn.im 1nsm,1atJon $Padre Fttt.lmetm V.3411 -51:Mmird V34.JS ~ Standard 12.0 3.7 1.0 2.4 ~OlES A Dau s.roa,n IS appfl»Jffide and C:¥1. "'1fY C.A Ii) dit'fflnoel In ~ .ftOCil'M ---• 1'1.&IIM ....... ---'"''""' 51,.D(iftl '"°""' ....... U1,ll.N ,51GN1 --....... ~Ul.r,I ,...,,., 1-41.6ll'tll '19D<il'M 11'..SLl'M SUCl'M ,......., ....... lll,11.1'1111 6S.CGl'M _.,,. ....... .......... S ii'.-PJh Mira.~~ rm......ntl,J.rd wal.~ ~frxtr'ese: ~Jh::~ F~Loc-11 A~~IC 5rlrri,e,T, ~,n pmmed M ln~~r~lnM~Obstn.cll>rairlspmlueisardshoutlr,otbe,~a'l;f'lllMlVJl'l't!,pmlrfersoeelflfrubfnrTM.tal.\b)n.i,tlertDthl!l~NFPA NttlonalFq('.odeorltle~tvtyH.Mnt~bt~1'ic~~~obstn.l:.~spac:~iln'llltw)(g~aruO,c~~Faibe.10fobw th!se.gi,dclnrsCXk.cl~llffecttia-~olli'4:SOf'N.,.¥'(1WIA"IJIO.i!I~ A~.,,a~~ C. /II pt'ttlVl'ltl Ille sy,m,etncal b ihe ~ ol tN1 .-arw,,.,. 4.Q 34 lJ.26 r,, t: Up:s1!a:i' mno1~ 0 20ld Yicbu.Jlc Ca-ipa,v Al f"'Jht! ~ vK:tauhc.<;<:>!11 5 '1~ul,r:! vlclauhc.com I Sprinklers I Firelock• I V34, Kl4.0 I Publication 40.34 Ratirc,s: All glass bulbs are rated for temperatures from 67'F (·55"C) up to those shown in adjacent table. VktauUc ..... Sp<tnldef Te,_...,,. 0.sffication --C lm:ennedlate Available Wrenches; ~Pende-nl T---"Fl'C Mulmum Nominal Ambient Te,_...,,. T- Roll~ -lSS"f,IOl-c 100"f/38"C 11s•Fn9"C. 1S0-Fl6S-C 200"Fl93'C ISO'fll<S"C 21169Fll41'"C 22s-,:norc Glau B.Ab Color "-cl v.llaw Blu• V34 OponEnd V34 Re«ssed Ya Ye, Yes .A.WARNING , • Atw-,1 re.Mt and urdmtMd installation, c_.., and rMintenancc lns:tructioni., supplied with uch Im of 1ptln- kle,s, before: proceeding with imlalllllon of •nr sprinklers. • Atways wear safety &l,lssts and root protection . • Oepreu urizll! ~ Gain ~ pipl"I 1J1,lem b,efon, atternplinl; lo fflitaH, mnove, or adjust illn,' Vlctaulic pipi• produr:b. • lnJtaUa11on rulei. e1pec1Alt)i those pemirw obstruction. mu,t be s1ric:tty fol~d. • Palntlrc. ptatinc, or •"1 re-c:oalirc of ,prinklffs (other than that supplied by Vk:bUJlc) 11 not allowed. C F~we to lotlow lhne ll"lltn.lctions could~ in lfflDUI. ~NI inja.-y a,nd.to, proprrty dartwip, The Olffltf is responsible lot' malntalnin& the fire p,otection system and deriee.s In proper oper.atlnc condition, For minimom rn.tintenance: ahd lru.pectian requl~nts, refer ta the curteht tuUonal Fire Protection Anociailon pam- phket lhJt ducribo care and malntcnarce of 1prlnklcr srs-te~. In .ddition, the ,1uthority tw,wl• JuriMfiction rn,y hatt additional mainte:Nnee, tutirc. Ind tnspec:Uon reqlJftme.ntJ IMI must be ._,,loftd. If you nnd .cidffional c::opiu al thb pliblk.Alion., or ff ,OU lave •nf questions i1baut t.he ..te Ind.nation ot lhb -pn,ctuct, contact V'~k: Wortd Keldqul,~: P.O. 8m 31, Euton, Pl'!nnsyfvJ1nl1 18044-00ll USA, Ti:~: 00).610-559~3300. , .. .,,.. ... -R~c~«-s..,,c.~t.J""': •Vdliiukr-Tt"t..._.AiJlorn.tlt5vWurt• fhil ~U\11 bll nuniftc:ana 11¥Y'k1Mlk o, 111Va.u.c~ Al :ncu:t!1: ~Nlll ..... ~i'-lb'll'C.,,.,..IY., .. ~ Th&~a-1: !.ftUIID-.udl\Np!M"talV"c:~~-C.-pdl~-3-:itJ d.r.a.N•~ln ,or llrw.-tonau---.a~ ·--R.-lcl "lh(!W"1~1Y t«'"volol hcuncrtl t'~ lilt DI' cont.Cl Y,d.,.. l!Jl"dt~ m•~-KCl:lfdWawltic:..irtW'otYlttllUlc:~-..c.,nbl/ r..PUdtft 'tlc:ta.Ac: __ ... ,,,11>ci-..,.SW10,1Ct.mac.~-..a,'111UllftOlltd ... _,.J ,..._,...,.'"°"" ~ T-Vl(:~llc k.•t~• .. f!d ll'.ldlm.Y1c o1Vlctaulc Cam.PINI ,o 3~ 3326 R?V F Uoaa:td 100014 C 20)• v.t.tkk Co-~ ~• Jtil'is. -eserved ~ctaulir:! V1Ct.wt1c:.com 6 Fireloc1(41> V34, K8.0 Model V3428 Quick Response Extended Coverage/Light Hazard (ECLH) Pendent and Recessed Pendent Approvals/Listings: ·®· ..... __ l_ r_'_lO_ t~r~ Product Description: These Model V34 ECLH sprinklers are designed with a K8.0 oriiice size and provide added coverage at normal light hazard operating pressures. Each sprinkler is cast with a hex-shaped wrench boss to allow easy tightening from many angles. reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 4) and finishes to meet many design requirements. Coverage Extended spray coverage Is up to 400 square feet (37.2 sq ml per NFPA 13. Job,'Qwner System No. Location Contractor Submitted By Dale Technical Specifications: Models: V3428 Style: Extended Coverage/ Light Hazard • Pendent, Recessed Pendent Nominal Orifice Size: %"/14 mm K Factor: 8.0 Imp JI 1.5 S.I. 1 '\,/.{ctaul,~ 40.78 Nominal Thread Size:¾' NPT/20 mm BSPT Max. Working Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Min. Operating Pressure: 7 psi/48kPa Temperature Ratirc: See chart • ror I( Facto, when p~ssure JS measured m Bar, rrolhply SI. uruts b'f 10.0. Exaggerated for clarity Ercineer Spec Secoon Paragraph ApprO\led Date victaulic.com I Sprinklers I Firelock" I V34, K8.0 I Publication 40.78 ~taulid 40.78 8496 ~ev A Updated 01/2015 O 2015 Vic!au\lc Company Al rights ieserved l !)!:taul~ I Sprinklers I Fire Lock" I V34, K8.0 I Publication 40. 78 Material Specifications: Pendent Deflector: Bronze per UNS C22000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: 0 Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per LINS C65100 Spring: Beryllium nickel Seal: Teflon" tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Approvals/Listings: APPROVALS/LISTINGS Orifice SI~ (inc~) cirtfrce Size (mm) Nominal K FactOf tmperlal ~ Nominal~ K Factor 5.l 1 ""P°""' ~Rector Type Approved Temperature Ratings F°/C0 " cULus Model Y3428 V3428 17/32. 14 11.5 Quick Pendent 17/32' 1◄ • 11.5 Quk:k Recessed Pendent Appraftd Te~erature Ratines F•JC• • • 135•F,src 1SS·F/68"C t75•ff79"C 200•Ff93"C 13S-F/Src 1ss·F/6a"C 17~Ft79•c 200•f193•c Uiunp and approval as cl pnnlmg. Not all temperature 1a1tna combinations are ApprtM:!d or USteo. Check Victaulic fo, spee1f1C combmallons. ' i:-o, J<-Factor when pres.sure IS measu,ed 1n Sar, multlptf SJ. units by 10. I.Jg"I haldtd ont-, Accessories: Installation Wtench 0 Open End: V34 D Recessed: V34 Sprinkler Finishes: D Plain Brass 0 Chrome Plated D WMe Painted 0 Custom Painted 0 VC-250' z Teflon is • re,tsttmd tr-ademark ol Dupont Co 1 UL listed and FM Approved fo1 co1ros10n resistance Dimensions: 40.78 8496 Rev A Updated 01/2015 O 2015 Vrctwl.c Company AM rrahts reser'ffld victaulic.com 2 "\/.(ctaul,d Ylclaultc.com I Sprinklers I Firelock" I V34, K8.0 I Publication 40.78 Room Size: Sprinkler Performance Flow And Preuure (Minimum) V3428 Room Size flow Rate: End Sprink~, Pres.sure GPMULPM PSUkPa Fl.• Ft, mrm UL UL 16X 16 26 10.6 '4.9X4.9 •• 73.1 11X 18 33 17.0 S.S XS,5 125 117.2 20X20 40 25.0 6.1 X6.1 150 172.4 Distribution Patterns: Respons,, V3428•Quldr. NOTES, Models VJ-128 K8.0 ECLH Pendent and Recessed Pendent Distribution Patterns -Traiectory Minlumum lnstallaUon Spacirc Fect/metrrs 8.0 2.4 A.. Oala shaWn .s app,011iml!lte and can •MY di.e lo dlffe1erces in n5lallation. 10' Um UGPM 12UlPM ~-1S1AI.IM B Tt-ese11raphslkstr•;;apprm:imaie;tra;i,c1oties.Roor-wet~andwal-wetti'w,pat1emsforthesesoeclficVietatAicfnl.OckAtlomaticSp1nkieB, Theyaiepn:,,,d!d11S lf1formatDn lor ~rt~ obsin.ctons to sprri:Jel's arc! sh:Mjj rd bt used as ninirrun s.priide, spacq rules fo, insu.&alon.. Refe1 kl the ,w1opre:,e NFPA NaOOf\1111 f""n c:ode or h ALtrority Hwtr1gJu-sd"clioo forspeclfk: nor~ ~obs:troctions. $1)aCq limitatlor6and ftaol CO'lllli!rlfl'!!. ~errerts Fah"e ID folbw tt-aegialinesccd:l~affecttheperfcnnn:ecftne~ardWll'l'Old11U~.~andWarranbe:s.. C All patterns are symmetric.al ltl lhe centerline or tne wate!way. 40.78 8496 ~ A Upda,tecl OV2015 0 2015 Vict&t.M: Co~,,.. AA nghts rts,e,r,,ed Vlclaulic.c~ 3 ~ctaul,c! voctaulic.com I Sprinklers I Firelock" I V34, K8.0 I Publication 40.78 Ratings: All glass bulbs are rated for temperatures from -65'F (-54'C) up to those shown in adjacent table. Tempeqb.Jre --F~ Mutmum Sprinlder Vich,ulk: Nominal Ambient Gins Temperatu-e p-, Te~ture Teff"C)el'Atlft Bulb Cla.ssificAtion ldr:lltifiution fbtirc Al-.! Cob Otdlnary A 135-r/57"( 1oo-F/38"C Orango On::tinary l~iate Intermediate Available Wrenches: ~ C - -· 155"F/WC 100"f/l8°C 17S-Fll9"C. 1SO°f/6S•C 200"Fl93"C 1So-Ff6S-C Open End V34 Red Yellow G<een V34 V34 &WARNING • Always n!iad and understand installation, care, and rnaintenanc:e instructions. supplied with each box of sprin. kJers, before proceeding with lnstall;.Hoh of-al'I/ sprinklers. • AlwilJs wear safety glasses and foot protection. • Oeprr:ssurize and drain the piping system before attempting to insbll, remove, Of adjust any Vk:taulic piping ptoduru. • lnll.all.ation rules, especially tho~ gD'ttrnirc obstruction, must be strictly foUowttt, • Painting, plating, or any re-coating of sprinklers (other than that supplied by Vktaulic) Is not allowed. Failure lo follow these instrucUons could resutt in serious personal injury and/or properly damage. The owner is responsib~ for maintalnina the fire protection system and deftees in proper operating condition. FOf minimum maintenance and Inspection requirements, refer to the current National Fire Protection Association pa~ phlet that describes care and maintenance of sprinkler systems. In addition, the authority havirc jurisdiction mar have additional mainte~nce, lrstinc, .and inspection requirements that must be follolftd. If you need addition.al copies or this publication, or ff you ha¥e any questions about the safe installation of this ptoduct, contact Vktaulic Wand Headquarters: P.O. B01 31, bston, Pennsytvanla 18044-0031 USA, Telephone: 001-610-559-3300. Re1-nce~-.bel!'l«N:ID#'lel Vlcliiulc:f'\ffi..OaAuVN~Sprw1Ue1s lm~91'1dll!k11&NiineeSMl!IIDl-lhe~lrou,r,tfl$ ..... rn&ln$taLt.tlotl$heel islrN:.ludadwtlhe.Kl\5NpmentolVlr.lauk:p,oducll.kWc.omc,leleln!.latlaaonanc1•lfflltllo/' (:laU. and ii avaLtbla In PDF' brrwil on aur ~ al 'l'ltlMllt.com .... Thlsproducl5hllOt:-.l.clandbvVlctMAlcorloV.c!a,te&Dtttllclillonl.AllprodtM::b. lobe111&t.ledkl-«OroarceWl!ha.JnrlVlclaflciNtar.M,on/~~""ll'UCllcti1 Vle"1ulir:r~ Ille rlCl"IIDcti_,.p,Qduct,IMClbtlon&. dft!.~and.f.landatd equ1pme11lwilhoutnocr.e.-,w1hlutlneur1~ot,&ptbnt ·-T-Relao ~ ti.. w.,..,n~ sec:tion ol lhe c:..LtTtJtl Puce U1t or CG11tacl Vlc.YUll: to, debik Vitladlc II I rqkteted Ir~lr. o!Vlctauk: Companr. 40.78 8496 Re¥ A Updated 01/2015 C 2015 VtGt&ulc Campany. Al n&hts re-seMd viclaulic.com 4 ~ctaul;c 1:qca Worldwide I Contacts www.tyco-fire.com Model K17-231 -16.8 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description The TYCO 16.8 K-factor, Model K17-231, Standard Response, Standard Coverage, Upright and Pendent Sprin- klers (Ref. Figure 1) are automatic sprin-klers of the frangible bulb type. They are standard response spray sprinklers which produce a hemispherical water distribution pattern below the deflector. The 16.8 K-factor, K17-231 Sprinklers were subjected to full scale, high-piled storage. fire tests to qualify their use in lieu of 8.0 or 11.2 K-factor standard spray sprinklers for the protection of high-piled storage. t-figher flow rates can be achieved at much lower pressures with the 16.8 K-factor. K17-231 Sprinklers -making their use highly advantageous in high density applications, such as the pro-tection of high-piled storage. Applications for the 16-8 K-factor, Model K17-231 Pendent and Upright Sprinklers are expanding beyond the current listings/approvals. For infor-mation regarding research fire tests which may be acceptable to an author- ity having jurisdiction, please contact the Technical Services Department rmmD Tl>e 16.8 K-factor, Model K17-231 Upright and Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- lMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health fnformaUon. Always refer to Technical Data Sheet TFP700 for t,-,., "INSTALLER WARNING• that provides cautions with respect to handling and instal- lation of sprinlcler systems and com- ponents. Improper handling and inst,,6ation can permanently damage a sprinkler system or its compo- nents and cause the sprirtkler to fail to operate in a fire situation 01 cause it to operate prematurely. Page 1 of 4 b/e standards of the National Are Pro- tection Association, in addition to the standards of any authorities having ;urisdiction. Failure to do so may impair the performa.nce. of these devices. fhe 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. Sprinkler Identification Number (SIN} Refer to Table A for sprinkler identif!Ca- tlon numbers. Technical Data Approvals UL and C-UL Listed FM Approved NYCAppro\'8:d Refer to Table C for spec;,flc details on tabo rato,y listings and a.oprovals. The~pro rte"~et~~~ecsrr;;~es:r~~'.ons tndicaled. Finish Natural Brass Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . .. Bronze Button... . ...................... Bron211 Sealing Assembly .. Beryliium Nlc.kel w/TEFLON Bulb 15mm)....... .Glass Compression~ . . . . . . .......... Brass Deflector .......•. , , .•...••...•... Bra,s;s Additional Technical Data Refer to Tabfe A for additional techni- cal data. AUGUST 2018 Th ulb 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 flow water. TFP332 TFP332 Page 2 of 4 1 -Frame 2 -Button 3 -Sealing Assembly 4 -Bulb S -Deflector• 6 -Compression Screw • Temperature rating lS indicated on deflector. CROSS SECTIO!I UPRIGHT PE!IDE!IT FIGURE1 MODEt K17-231 UPRIGHT (TY7151) AND PENDENT (TY7251) SPRINKLERS Design Criteria Item Sprinkler Identification Number (SIN) K•lactor, (gpm/psQ (lpm/ba~ Temperature Rat.mg °F rq1 Thread Size Sprinkler Onentatlon Ma1umum Working Pressure. psi (bar) Not.: I Ader llo l•~ C for t.bo..tofy lilhngll ~ &p?ftlYIIII Descrlptlon TY7151 TY725t TY71S1 i&•tl!dnlQn;ltiQn1orC7151,G18U,&l\d880'0 TY72.S1 ■a r~ ltlrC12S1. 01188. andseGlll 16.8 gpm/psi"' (241,9 lpnvbaf'A) 155"F (68"C)' }~g:; r\91,~) 3/4 1n. NPT Upright and Pendent 175 psi (12.t ba~ UL and C-UL Listing Requirements The T'ICO 16.8 K-factor, Model K17-231 Sprinklers may be installed in accor- dance with NFPA 13 standard sprinkler position and area/density flow calcu-lation requirements for light, ordinary, or extra hazard occupancies with a minimum residual (flowing) pressure of 7 psi (0,5 bar) in wet or dry pipe sprin- kler systems, or they may be installed in accordance with NFPA 13 standard sprinkler position and area/density fl?w calculation requirements for high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not limited to Class I-IV and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. TABLE A MODEL K17·231 UPRIGHT AND PENDENT SPRINKLER TECHNICAL DATA The following two examples are typical of the types of arrangements permit- ted by NFPA 13. For all combinations of lesser and greater building heights. lesser and greater storage heights, storage arrangements, commodity classifications, and lesser or greater required design densities. refer to NFPA 13 for specifics. Example 1: NFPA 13 provides ceiling only protection (that is, no in-rack sprinklers) criteria using open frame (that Is, no soid shelves) single, double, multiple-row, or portable rack storage (without the need for in-rack sprinkler protection) of cartoned unexpanded Group A or B plastics, or. cartoned expanded Group A or B plastics, with: • a minimum deflector to top of stor-age clearance of 18 in. (457 mm); • a minimum design density of 0.60 gpm/ft' (24,4 mm/min); • a minimum residual {flowing) pres- sure of 7 psi (0,5 bar); • a minimum design area of 2000 ftZ {186 m2) for wet systems or 2600 ftZ (242 m') for dry pipe systems Ex.ample 2: NFPA 13 provides ceiling only protection (that is, no in-rack sprinklers) cri1eria using open frame (that is, no soHd shelves) single, double, multiple-row, or portable rack storage (without the need for In-rack sprlnk~r protection) of cartoned unexpanded Group A or B plastics, or, cartoned expanded Group A or B plastics, with: • a storage height of up to 20 ft • a s1orage height of up 1o 25 ft (6,1 m); (7,6 m); • a maximum ceiling height of 27 ft • a maximum ceiling height of 30 ft (8,2 m); (9,1 m}; • a minimum deflector to top of stor-age clearance of 18 in, (457 mm); • a minimum design density of 0.80 gpmltt' (32,6 mm/min); • a minimum residual (flowing) pressure of 7 psi (0,5 bar); • a minimum design area of 2000 ft2 (186 m') for wet systems or 4500 fl' (418 m') for dry pipe systems FM Approval Requirements The TYCO 16.8 K-factor, Model K17-231 (TY7151) Upright Sprinklers may be installed in accordance with the appli- cable control mode density/area guide- lines provided by Factory Mutual. (FM guidelines may dttfer from UL and C-UL Listing criteria.} Storaga Type Spnnk:ler Type Response Type System Type Temperature Aatmg "F (°C)1 NFPA Standard Coverage SR Wet and Ory 155"F (68"C)' 200"F (93"C) 286"F [141"C) Refer to NFPA 13 TFP332 Page 3 of4 FM G'°bail (Upright Sprinkl■n. Only) Storage SR Wel and Dry 155"F [68"C)' 200"F(9.'l"C) 286"f (141"CJ Aefer to Ft.4 2-0 and 8-9 rt~: or Palletized Storage-of ClaM HV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 No ... Idle Pallet Storage Rubber Tare Storage Flammable/lgnitab~ Liquid Storage (Refer to the Stsn(JJ:lrd) Aerosol Storage (Refer to the Standard) Automotive Components in Portable Racks (Contr~ mode onty: refer to the Standard) Aefer to N~PA 13 Refer to FM 2-0, 8-9, and 8-24 Refer to NFPA 13 Refer to FM 2-0 and 8-3 Refer to NFPA 13 Refer to FM 8-21 Refer to NFPA 30 Refer to FM 7-29 Refer1oNFPA30B Re1er to FM 7-31 Refer to NFPA 13 N/A 1 Ailtitrtol_.,Cloflabonlofyhfir9anaappr11\IB. N/A-Nril ,i.ppk•bla TABI.EB MODEL Kf7-23f UPRIGHT AND PENDENT SPRINKLERS COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW BULB TYPE TEMPERATURE LIQUID 155"F (68"C) Red UPRIGHT 200"F (93"C) Green K•16.8 [TY7151) 286"F (141"C) Blue 155'F(68"C) Red PENDElfl' 2oo·F tsa·ci Green K~1&.8 (TY72511 286"F (141"C) Slue ,..,_ I. lJEa.a by OMia~ l..Aba,.,__, tnc. 1UL U.lodl 2. L..ir;la,d by t.lnderwra.-1 ubotakmn;, ffllL ta.,,_, ffl C...... fC-UL U.11,d). 3. Appro'Wl9dt,yFac!Dryt.llurua!~IU!Corpor1,lioti(fUApprcr...id] •· App,-' by ll'MI City 91 ,._,, Yffl under W:A 177-G:l-E. TABLE C SPRINKLER FINISH NATURAL BRASS ,. 2.3.4 1,2, 4 LABORATORY USTINGS AND APPROVALS (Refer To The Design Criteria Section} TFP332 Pa9e4 of 4 FIGURE2 W-TYPEB SPRINKLER WRENCH Installation The TYCO Model K17-231 Sprinklers must be installed in accordance with this section. General Instructions 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-f1 (13.4 to 26.B N•m). Higher levels of torque may distort the spdnkter inlet wrth consequent leakage or impairment of the sprinkler. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held hori2ontal, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). Step 1. With pipe thread sealant applied to the pipe threads, hand tighten the Model K17-231 Sprinkler into the sprinkler fitting_ Step 2. Using the W-Type 8 Sprinkler Wrench (Ref. Figure 2) applied to the sprinkler Wrench Rats (Ref. figure 1), tighten the Model K17-231 Sprinkler into the sprink'er fitting. Care and Maintenance The TYGO Ultra K17 Sprinkler,; must be maintained and serviced In accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that rt controls. permission to shut down the affected fire pmtecUon systems must be obtained from Iha proper authorities and all personnel who may be al1ected by thiS action must be notified. Sprinkkm; 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. Modif"'d sprinklers must be replaced. Sprinkters that have been exposed to corrosive products of combustion, but have not operated, should be replaced IT they cannot be completely cleaned by wiping the sprinkler with a clo1h or by brushing It with a soft bristle brush. Care must be e,cercised to avoid darnage to the sprinklers before, during, and after in.:,talla.tion... Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has Jost liquid from Its bulb. Refer to Installation section for additional information. Tne owner is responsible for the inspec· tior., testing, and maintenance of their fire protection system and devices In compliance with this document, as well as with the appticable 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 instaH- ing contractor or product manufacturer with any QUestions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or natK>nal codes. -nlll'll0nir;rcw410C,iO.n.-1 ________ !'... __ _ ·-··---.,- limited Warranty Forwarranty terms and conditions, visit www.tyco-fire.com Ordering Procedure Contact your local distributor for avall- abili1y. When placir,g an order, indicate the full product name and Part Number (P/N). SprinkJer Assemblies with NPT Thread ConnecUons Specify: (specrty SIN), 16.8 K-factor, Model K17-231, (specify) 1emperature rating, (specify Pendent or Upright) Sprinkler, P/N (specify): Uprigh1 (SIN TY7151) 155•F {es·c1 ........ _ ........ s,.asa.,.,ss 200'F ('1l"C) ................. 51-88fJ.1•200 2~·F f1•WC)..... . ... 51-388·1·288 Pendent (SIN TY7251I 1SS-F {-ea·C)... . . . . 51-889-i-155 wo·F (93"C) . . . . . s,.sse-1-20O 2Mi'F (141"C} .•.............. 51-889-1-286 Sprinkler Wrench Specify: W-Type 8 Sprinkler Wrench, PIN 56-892·1·001 Johnson ~j, Controls As the leading supplier of steel sprinkler pipe. we understand that there are no sec:ond chances in fire suppression. You need products of enduring quality and exceptional strength-plus reliable service. You need Bull Moose. 1.461 2.070 1.860 2.154 1.00 1.00 10 51 2,148 2,217 2,454 2,534 2.557 2,639 EDDYTHREAD 40 ADVANTAGES: • UL listed (US & Canada) and FM approved • ASTM Pi135 and A795 Type E, Grade A Certified • Compli1?s with NFPA-13, 13R and 14 • lndustrv-leading hydraulic characteristics • CRR of 1.0 and greater • All pipe NDT weld tested • sive maker of Redili~'Pipe@r~i•· • RED OR BLA[I( PAINTED PIPE • c®usLISTED <y APPROVED 2.547 3.468 1.00 44 2,353 2,690 2,802 3.308 4.842 1.00 30 2,084 2,382 2,481 OTHER BENEt=ns/SE VICES: • We have the mc,st stocking locations in the industry, for best delivery and availability • Plain end or roll groove • Eddy Guard II™ bc1cterial-resistant internal coating • Custom length options • Hot dipped galvanization Reddi-Pipe® red m black pipe eliminates field painting , Compatible for use in wet. dry, preaction and deluge sprinkler systems • The only maker with EPDs (to help earn LEED points). ~1 NFPA' NFSA T'lw'MluMN,-,..~k4M ... I OLc □· I www.tolco.com ., 111,11"1 "' NIBC□· : i Revision 5/24/2001 Fig. 200 .. "Trimline" Adjustable Band Hanger Size Rango -1/2" thru 8" pipe Material -Carbon Steel, Mil. Galvanized to G90 specifications Function --For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features -- • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (2'/," thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals -Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC pla stic pipe and Factory Mutual Engineering Approved {3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufact urers Standardization Society SP-69, Type 10. Maximum Temperature -650°F Finish -Mil. Galvanized. For Stainless Steel materi- als, order TOLCO1M Fig. 200WON. Order By --Figure number and pipe size R A .. ... Dimensions • Weights Pipe Rod Size Max. Rec. Size Inch Metric A B Load Lbs. 1/2 3/8 8mm or 10mm 3'/• 20/, 400 3/4 3/8 8mm or 10mm 3½ 2'/2 400 1 3/8 8mm or 10mm 3'/, 2¼ 400 1 '/, 3/8 8mm or 10mm 3'1. 211. 400 1½ 3/8 8mm or 10mm 3'/o 211. 400 2 3/8 8mm or 10mm 4½ 3 400 2½ 318 10mm 5¼ 4'/, 600 3 3/8 10mm 57/, 4 600 3½ 3/8 10mm 7¾ 5¼ 600 4 3/8 10mm 7¾ 5 1000 5 1/2 12mm 9'!• 6'/, 1250 6 1/2 12mm 10¼ 63/, 1250 8 1/2 12mm 131/o 8¾ 1250 B A ' ' • • • I ··:.; Approx. Length 11 11 12 13 14 15 27 29 34 35 66 73 136 II Main Office/Manufacturing Facility• l°.1/!, >:1np~nn Av<' • Cn,nn:1. <:I, 92C/9 • Ph 909 /]/ :lM)9 • r:u: 909 /'J/ 03}') Customer Service • 'J(JO l".G ').?01-> www.tolco.com I CL co· i www.tolco.com . I I f NIBCO. [ Revision 5/24/2001 ,i ll,HI( 0 Fig. 98 -Rod Stiffener Size Range• -Secures 3/8" thru 7/8" hanger rod Material -Carbon Steel Function --Secures channel to hanger rod for vertical seismic bracing. Finish -Electro Galvanized Note -Available in HOG finish or Stainless Steel mate rials. Order By --Figure number Thread Rod Cut to Length ~~~i~r,r;cu res 3/8" thru 7/8" rod in Material -Carbon Steel Maximum Temperature -750°F Finish -Plain Note -Ava ilable in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By --Figure number, rod diameter, rod length and finish Fig. 100 -All Thread Rod Full Lengths Size Range• -Secures 3/8" thru 7/8" rod in 10' lengths Material -Carbon Steel Maximum Temperature -750°F Finish -Plain Note -Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By --Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1 /2 11 30 1010 53 518 1810 1610 84 314 2710 2420 123 718 3770 3360 169 4960 4420 ·222 1 '1, 8000 7140 360 11/, 11630 10370 510 Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 3/8 1/2 518 3/4 7/8 650°F 750°F 610 1'130 18 10 27 10 3770 540 1010 1610 2420 3360 II Main Oflice/Manufac\uring Facilily • 111!, ~;o,·1p.Qi1 Aw • Cn,,,n:i. <:r, tJ?.~19 , r11 9119 /)i !1099 • ro, m /310330 Customer Service • ~00 /P.G 1J26C\ www.tatco.com ------ -8007957 GST10 ~ 8020957 SWG 10 8008957 GST 20 8068925 GST 20 SS 8010957 GST 30 ~8009925 GST 25-380 -8022925 SWG 25-380 -8021957 SWG20 8073925 SWG 20 SS 8139957 SH GST 20 8141957 SH GST 30 8140957 SH GST 20 SS 8142957 SH GST 30 SS 8038957 DSTR 1 8037957 DSTR 1-1/2 8039957 DSTR 516 8045957 DST 516 8046957 TEK 50 8055957 SWDR 1 8056957 SWDR 516 8054957 SWDR 1-1/2 8137957 SH DSTR 1 8150922 XP 20 8153922 XP 35 8059957 CST 20 8061957 swc 20 X X X X X X X X X X X X X X X X X X X X X X X X CPVC 1-1/2 CPVC 1-1/2 2-1/2 2-1/2 4 4 3-1/2 -4.- 2-1/2 -3** 2-1/2 3 4 3 4 4 4 4 4 4 4 4 4 4 2 3-1/2 FM 300 300 850 850 1500 1500 1500 1250 1250 1050 1500 1050 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 750 1250 ®us LISTED 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 0.035 0.035 0.037 0.188 0.250 0.037 0.037 0.037 0.035 0.027 0.043 X X X X X X X X X X X X X X X X X X X • SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/:2" SWG 25-:380 Maximum pipe size in wood timber or joist allowed by UL is 4" ** SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" ** SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" UL and FM tests were performed in compliance with NFPA-13 Standards. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1475 1.5 1.5 1.5 1.5 1.5 1.5 0.1050 0.1050 0.1050 0.1875 0.1875 0.0600 0.0600 0.0600 0.1050 0.1050 0.1050 3000 PSI 3000 PSI 11 1 ~1 ~Buildex Fastening requirement: 5 times weight of water filled schedule 40 pipe plus 250 pounds. www.itwbuildex.com 800-284-5339 SSS26 TECHNICAL DATA 1 of 3 HOLE CUT SYSTEM MODEL V•7Zl SAOOLE LET MECHANICAL TEE The Viking Corporation, 210 N Industrial Parle Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877~ Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION VG~ Model IJ.723 Saddle u,t smaU mechanical lees are available in sizes 1-1/4" through 2-112". The Models V-723 mechanical tees provide a,, easy tako-<>U! of a branch outiet Y.ilhout the need for welding. \/GS" Mechanical Tees are manufao. lured at 1S09001 cer1ified facilities an are designed lo conform to ASTM and olher standards """'"' applicable. Threads are NPT per ANSI 8120.1. 2. LISTINGS AND APPROVALS c@u. Gu.te No. VIZM <8> 08ss1920 3. TECHNICAL DATA Specifications~ Maxirrum W<>ri<ing pressure: 300 psi (21 bar) Ductile iron conforming lo ASTM A536 Grade 65-45-12 Standord black finish The btef;IVGS' "f~nQJOata Ql"l.beaca.sedat http:llwww.vlicinggn;t11pi11c.oom. Scan to visit oUr Mobile web4il:e: http:lllrilanggroup.mobllp/~374 Hol dipped Zinc yalvanized versions are available (conforming to ASTM A 153); when on::tering, add a "G• suffix to the Model number. Rubber compound EPDM Grade E conforming to ASTM 02000, AWWA C606, NSF 61 and IAPMO. Nuts and Bolts: Zinc plated, Carbon steel confonning toASTMA183 Grade 2 (UNC rusts .and botts are a sitver chromate color and ISO 31'8 a gold chromate color) 2.2 1.53 (561 (421 1.2Sx 1 1.18 2.0< 2.2 1.73 {32x25} {301 152) (56) 44) 1.Sxa.S 1.18 2.04 2.2 1.78 (40x 1S-J [30) 52 (56) i46) 1.Sx0.75 2.04 1.78 (40 x 20) (52) 46) 1.sx1 2.04 1.69 (40 X 25) (52) 431 2.30 2.07 (59 (53) 2.30 2.07 (SSJ (531 2.30 3 ... 2.2 1.97 (59 (98) (56) (50) 2.40 4_37 2.2 2.22 (631 (1111 56) (57 2.40 ◄.37 22 2.22 (63) (1111 (56) (57) 1.18 240 4.37 2.2 2,13 (30) (53) (111 (56) 154) u-aott 20-22 ,.o (Jlll•I (27 -30) (0.45I u-aott 20-22 ,.o 318•1 (27 • 30) (0.45 Wlol 20-22 0.9 (3180) (27-30) (0-411 lJ-Bol 20-22 0.9 318•) 7-30) (0.41 U-Bott 20-22 0.9 (318• (27 • 30) (0.41 W!ol 20-22 0.9 (318•) (27 • 301 (0."-1) u-ao, 20 ·22 0.9 {318•) (27 • 301 (D,41) U-Bok 20-22 1.0 318•) (27 -301 (0. U-Bol 20-22 1.0 318,) (27 -301 (0.45) lJ.80, 2Q. 22 ,.o (318•1 (27 -301 (0.~5) u.ao, 20-22 ,.o (31811) (27-30) f0.4Sl "'riole diameters a1e: suggested hole $.JW diami,:tel'$. -r: T.:,ke-out (Center of run to end 01 prpe to be engaged) Form No_ F _ 110515 16.12.08 Rev 15_1 Replaces Form No. F _ 110515 Rev 15.1 (Added K-factor limit table and flow dala) ) TECHNICAL DATA ) 2 of3 HOLE CUT SYSTEM MOOa V-7Zl SADDLE LET MECHANICAL TEE The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877..384-5464 Fax: 2j;9-818-1680 Email: teehsvcs@vikingcorp.com 4. HOLE CUTTlNG The hole-<:Ut method or pipe preparation is required wt,en using mechanical tees, mechanical CtoSses, and saddle-l<!ts. The method of pipe preparation requires the cutting or drilling of a specified hole size on the centerline of the pipe .. ~ use the correct hole .,,., size as shown this data sheet and new,, use • torch for cutting a hole. After lhe hole has been aA all rough edges ,,.,51 be removed and the an,a within 518" (16 mm) of the hole shouict be inspected lo ensure a clean smooth surfaoe, free of any indenta- tions or projections that could affect proper gasket sealing. The area within tt,e "A" dimension shoud also be inspected and rrust be free for dirt. scale or ar,y imperledjon th81 could afled. proper seating or assembly of 1he litting. ill'"(Ui-> 5. INSTALLATION NOTES: Use a 'llll'l"ench to hold the threaded outle1 in place when inslalling the sprinkler. Tighten the nuts eventy. FonnNo.F_110515 16.12.08Rev16.1 Do ool install sprinkle< directly into saddle-Let with 1· outlet. Threaded ~ outJe1 ·--_ _y Nuts~ /jfP · Sprinkler _/' ' -. Figure 1: V-7XJ Saddle-Let Installation ) TECHNICAL DATA 3of3 HOLE CUT SYSTEM MODEL V-723 SADDLE LET MECHANICAL 1cE The Viking Corporation, 210 N Industrial Pari< Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877~ Fax: 269-318-1680 Email: techsvcs@vikingcorp.com 6. FLOWDATA Equua!ent Length of Outlet Size Schedule 40 Cilrbon Steel Pipe Per UL 21J Sechor 16 C=120 ,i.,. ~ ,_,~~'!---~ -~ -::. _;~---'. ''--,_:: :·, ·j':_-:::,~.:,-.:'" ~ =~-:· .. ··,·--.-,;-.?;'~---i-: ----~ v.m V-7Zl V-Tn V-723 Flow test da1a has shown that the to1al head loss between poin1 A and B mr the fittings can be expressed in 1erms of the pressure differe nee aaoss the inlet and branch. The pressure difference can be obtained tram the reJationship below, 1.25 15 2 25 Fam, N<i. F _110515 16.12.08 Rev 16.1 B 1 1 1 1 6 27 6 27 6 27 3 39 Formulas tor CV Values: \M'lere: Q • Flow (GPM) oP • Pl=;u,e O,op (ps,) c;, • Flow Coeflicienl Replaces Fam, No. F _110515 Rev 15.1 (Added K-factor limit table and flow data) 0880(f Dashbo,,rd Hydraulics Hydraulics Summary Sheet , Project Information ------------,.-----Calculation Date: 5/14/2019 9:12 AM M2 TENANT IMPROVEMENT system ID drawing ref 1 OF 1 1900 ASTON ST. CARLSBAD.CA contract# ,- building EXISTING construction occupancy authority CARLSBAD FD Hydraulics Criteria Contractor Information -------... EPIC FIRE PROTECTION, INC. density .60 GPM/ft2 system type WET 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 remote area 2000 ft2 spr coverage 100 fl2 sprs flowing 21 design std NFPA 13 hazard EXTRA figure 17 .2.1.2.1 curve {d) 2 fax 760-798-0556 email ADAM@EPICFIRE.ORG Flow Test ------ Sprinklers in Remote ---------.. No. Mfgr Mod SIN# Size K 21 TYCO K-17 TY7251 3/4' 16.80 static pressure residual pressure quantity flowing date & time of flow test 4-30-19 location of flow test site -. I I 1n _av@r -:11 ,:a ,r;ii 1 C: 1nnlv / 0Pm ,ntl r,: ,nh I -I -I ---- '---88.92 psi available at I-Sprinkler Demand of 83.38 psi with System Flow of 1,803.3 GPM I Marain : +6.2% I ' 160 150 140 130 120 110 I~ ::-100 "' ,S 90 e 80 ::, : 70 e a. 60 ~ ~ ~ ~ ~ ~ ~ l.-,/"" 104.40 psi 92.70 psi 1,550.0 GPM - 50 40 30 20 10 1, ~03.3GPM 0 0 350 700 1050 1400 1750 Water Flow (GPM) © Copyright 2016 Sigma Development Group, Inc. 2100 N1,65 2450 Page 1 of 12 08800~ Dashboard Hydraulics Supply Analysis Source Static Residual Node Pressure Pressure Zero 104.40psi 92.70psi Sprinkler Flow: 1,303.3GPM Hose Flow at Zero: None Quantity Pressure Flowing Available 1,550.0GPM 88.92psi Additional Flows: Total System Flow: M2TENANTIMPROVEMENT (Design Layer 1) Total Total srcstem Pressure Faw Required 1,803.3GPM 83.38psi 500.0 GPM 1,803.3GPM Maximum velocity in pipe 120-220 is 24.2 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 209 38.00 Sprinkler 16.80 57.60 11 .76 57.60 Armover & Drop assembly for Remote Area (Design Layer 1 ). 210 38.00 Sprinkler 16.80 57 .60 11.77 57.63 Armover & Drop assembly for Remote Area (Design Layer 1 ). 208 38.00 Sprinkler 16.80 57.60 11.81 57.73 Armover & Drop assembly for Remote Area (Design Layer 1 ). 202 38.00 Sprinkler 16.80 57.60 11 .89 57.92 Armover & Drop assembly for Remote Area (Design Layer 1 ). 203 38 .00 Sprinkler 16.80 57.60 11 .90 57.96 Armover & Drop assembly for Remote Area (Design Layer 1 ). 201 38.00 Sprinkler 16.80 57 .60 11 .94 58.05 Armover & Drop assembly for Remote Area (Design Layer 1 ). 211 38 .00 Sprinkler 16.80 57.60 11.95 58.06 Armover & Drop assembly for Remote Area (Design Layer 1 ). 204 38.00 Sprinkler 16.80 57.60 12.09 58.41 Armover & Drop assembly for Remote Area (Design Layer 1 ). 207 38.00 Sprinkler 16.80 57.60 12.09 58.42 Armover & Drop assembly for Remote Area (Design Layer 1 ). 200 38.00 Sprinkler 16.80 57.60 12.22 58.72 Armover & Drop assembly for Remote Area (Design Layer 1 ). 212 38 .00 Sprinkler 16.80 57 .60 12.45 59.29 Armover & Drop assembly for Remote Area (Design Layer 1). 205 38.00 Sprinkler 16.80 57 .60 12.61 59.67 Armover & Drop assembly for Remote Area (Design Layer 1). 213 38.00 Sprinkler 16.80 57.60 13.46 61 .64 Armover & Drop assembly for Remote Area (Design Layer 1 ). 206 38.00 Sprinkler 16.80 57 .60 13.65 62 .06 Armover & Drop assembly for Remote Area (Design Layer 1 ). 217 38 .00 Sprinkler 16.80 57.60 16.50 68.24 Armover & Drop assembly for Remote Area (Design Layer 1). 216 38.00 Sprinkler 16.80 57 .60 16.50 68.24 Armover & Drop assembly for Remote Area (Design Layer 1 ). 218 38.00 Sprinkler 16.80 57.60 16.53 68.31 Armover & Drop assembly for Remote Area (Design Layer 1 ). 215 38.00 Sprinkler 16.80 57.60 16.58 68.40 Armover & Drop assembly for Remote Area (Design Layer 1 ). 219 38.00 Sprinkler 16.80 57.60 16.70 68.65 Armover & Drop assembly for Remote Area (Design Layer 1 ). 214 38.00 Sprinkler 16.80 57.60 16.81 68.88 Armover & Drop assembly for Remote Area (Design Layer 1 ). 220 38.00 Sprinkler 16.80 57.60 17.07 69.41 Armover & Drop assembly for Remote Area (Design Layer 1). 2 42.00 Hose Flow 56.68 500.0 © Copyright 2016 Sigma Development Group, Inc. Page 2 of 12 23 .. t 0 ~ N 22 21 © Copyright 2016 Sigma Development Group, Inc. Design Layer 1 .0 EPIC FIRE PROTECTION, INC. M2TENANTIMPROVEMENT 43 42 41 Page 1 of 1 Calculation Results Demand Pressure: 83.38psi Demand Flow: 1,803.3GPM Available Pressure: 88.92psi Available Flow: 2,111 .2GPM Overage: 6.2% NotesThere are 21 sprinklers in this remote area. Page 3 of 12 08800" 04slrbollrd Hydr11ulia Pipe Information From Elev1 Pipe ID Flows Length ft Added Inside GPM Diameter Fittings Fitting Elev2 Type in To ft Total Total 109 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 209 38.00 ASSY 57.6 Total 120 42.00 1" EddyThead Len 1.0830 T,E Ftg 220 38.00 ASSY 69.4 Total 119 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 219 38.00 ASSY 68.6 Total 118 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 218 38.00 ASSY 68.3 Total 117 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 217 38.00 ASSY 68.2 Total 116 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 216 38.00 ASSY 68.2 Total 115 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 215 38.00 ASSY 68.4 Total 114 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 214 38.00 ASSY 68.9 Total 113 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 213 38.00 ASSY 61.6 Total © Copyright 2016 Sigma Development Group, Inc. ft C Value ft Friction Loss ft psi/ft 5.5 C = 120 8.2 13.7 0.78849 M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Pt 209) 11.755 Armover & Drop assembly for Remote Area (Design Layer 1 ). Pe -1.733 Pf 10.784 Total Pressure at Node 109) 20.805 psi 5.5 Pt 220) 17.068 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 1.1 1329 Pf 15.226 Total Pressure at Node 120) 30.561 psi 5.5 C = 120 Pt 219) 16.697 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 1.09091 Pf 14.920 Total Pressure at Node 119) 29.884 psi 5.5 C = 120 Pt 218) 16.534 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 1.08104 Pf 14.785 Total Pressure at Node 118) 29.585 psi 5.5 C = 120 Pt 217) 16.497 Armover & Drop assembly for Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 1.07882 Pf 14.754 Total Pressure at Node 117) 29.518 psi 5.5 C = 120 Pt 216) 16.500 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 1.07898 Pf 14.757 Total Pressure at Node 116) 29.523 psi 5.5 C = 120 Pt 215) 16.576 Armover & Drop assembly for Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 1.08358 Pf 14.820 Total Pressure at Node 115) 29.662 psi 5.5 C = 120 Pt 214) 16.811 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 1.09778 Pf 15.014 Total Pressure at Node 114) 30.091 psi 5.5 Pt 213) 13.464 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1 ). 8.2 Pe -1 .733 13.7 0.89399 Pf 12.227 Page 4 of 12 08800" 01111hboarrl Hydrau/la Pipe Information From Elev1 Pipe ID Flows Length ft Added Inside GPM Diameter Fittings Fitting Elev2 in To ft Type Total Total 112 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 212 38.00 ASSY 59.3 Total 111 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 211 38.00 ASSY 58.1 Total 110 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 210 38.00 ASSY 57.6 Total 108 42.00 1" EddyThead Len 1.0830 T,E Ftg 208 38.00 ASSY 57.7 Total 107 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 207 38.00 ASSY 58.4 Total 106 42.00 1" Eddy Thead Len 1.0830 T,E Ftg 206 38.00 ASSY 62.1 Total 105 42.00 1• Eddy Thead Len 1.0830 T,E Ftg 205 38.00 ASSY 59.7 Total 104 42.00 1" EddyThead Len 1.0830 T,E Ftg 204 38.00 ASSY 58.4 Total © Copyright 2016 Sigma Development Group, Inc. ft C Value ft Friction Loss ft psi/ft M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Total Pressure at Node 113) 23.957 psi 5.5 C = 120 Pt 212) 12.455 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 0.83187 Pf 11.377 Total Pressure at Node 112) 22.099 psi 5.5 Pt 211) 11.945 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 0.80026 Pf 10.945 Total Pressure at Node 111) 21.157 psi 5.5 C = 120 Pt 210) 11.767 Armover & Drop assembly for Remote Area (Design Layer 1). 8.2 Pe -1 .733 13.7 0.78925 Pf 10.794 Total Pressure at Node 110) 20.828 psi 5.5 C = 120 Pt 208) 11.809 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1 . 733 13.7 0.79184 Pf 10.829 Total Pressure at Node 108) 20.905 psi 5.5 C = 120 Pt 207) 12.093 Armover & Drop assembly for Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 0.80947 Pf 11.071 Total Pressure at Node 107) 21.430 psi 5.5 Pt 206) 13.647 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1). 8.2 Pe -1 .733 13.7 0.90523 Pf 12.380 Total Pressure at Node 106) 24.294 psi 5.5 Pt 205) 12.613 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 0.84164 Pf 11.511 Total Pressure at Node 105) 22.391 psi 5.5 Pt 204) 12.088 Armover & Drop assembly for C = 120 Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 0.80915 Pf 11.066 Total Pressure at Node 104) 21.420 psi Page 5 of 12 08800" DashboilnJ Hydraulic:a Pipe Information From Elev1 Pipe ID Flows ft Added Inside GPM Diameter Fittings Elev2 in To ft Type Total 103 42.00 1" Eddy Thead 1.0830 T,E 203 38.00 ASSY 58.0 102 42.00 1" Eddy Thead 1.0830 T,E 202 38.00 ASSY 57.9 101 42.00 1" Eddy Thead 1.0830 T,E 201 38.00 ASSY 58.0 100 42.00 1" Eddy Thead 1.0830 T,E 200 38.00 ASSY 58.7 118 42.00 2½" Eddy Flow 2.7050 117 42.00 BL 54.9 119 42.00 2½" Eddy Flow 68.3 2.7050 118 42.00 BL 123.2 120 42.00 2'/," Eddy Flow 68.6 2.7050 119 42.00 BL 191.9 43 42.00 2½" Eddy Flow 69.4 2.7050 T 120 42.00 BL 261.3 42 42.00 4" Eddy Flow 4.3100 0 43 42.00 CM2 261.3 116 42.00 2½" Eddy Flow 2.7050 117 42.00 BL 13.3 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total ft C Value ft Friction Loss ft psi/ft 5.5 C = 120 8.2 13.7 0.79762 M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Pt 203) 11.902 Armover & Drop assembly for Remote Area (Design Layer 1). Pe -1,733 Pf 10.909 Total Pressure at Node 103) 21.078 psi 5.5 C = 120 Pt 202) 11.888 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1.733 13.7 0.79674 Pf 10.897 Total Pressure at Node 102) 21.051 psi 5.5 C = 120 Pt 201) 11.939 Armover & Drop assembly for Remote Area (Design Layer 1 ). 8.2 Pe -1 .733 13.7 0.79989 Pf 10.940 Total Pressure at Node 101) 21.146 psi 5.5 C = 120 Pt 200) 12.219 Armover & Drop assembly for Remote Area (Design Layer 1). 8.2 Pe -1.733 13.7 0.81726 Pf 11.1 77 Total Pressure at Node 100) 21.663 psi 8.0 C = 120 Pt 117) 29.518 0.0 Pe 0.000 8.0 0.00837 Pf 0.067 8.0 C = 120 Pt 118) 29.585 0.0 Pe 0.000 8.0 0.03732 Pf 0.299 8.0 C = 120 Pt 119) 29.884 0.0 Pe 0.000 8.0 0.08465 Pf 0.677 18,0 C = 120 Pt 120) 30.561 18.7 Pe 0.000 36.7 0.14986 Pf 5.503 11.0 C = 120 Pt43) 36.064 0.0 Pe 0.000 11.0 0.01550 Pf 0.171 Total Pressure at Node 42) 36.234 psi 8.0 C = 120 Pt 117) 29.518 0.0 Pe 0.000 8.0 0.00061 Pf 0.005 Page 6 of 12 ossoo· D11shbollrd Hydraulics Pipe Information From Elev1 Pipe ID Flows ft Added Inside GPM Diameter Fittings To Elev2 Type in ft Total 115 42.00 2½" Eddy Flow 68.2 2.7050 116 42.00 BL 81.6 114 42.00 2½" Eddy Flow 68.4 2.7050 115 42.00 BL 150.0 23 42.00 2½" Eddy Flow 68.9 2.7050 T 114 42.00 BL 218.8 22 42.00 6" Sch 10 6.3570 0 23 42.00 CM1 218.8 110 42.00 2" Eddy Flow 2.2030 109 42.00 BL 17.9 111 42.00 2" Eddy Flow 57.6 2.2030 110 42.00 BL 75.6 112 42.00 2" Eddy Flow 58.1 2.2030 111 42.00 BL 133.6 113 42.00 2" Eddy Flow 59.3 2.2030 112 42.00 BL 192.9 42 42.00 2" Eddy Flow 61.6 2.2030 T 113 42.00 BL 254.6 41 42.00 4" Eddy Flow 261.3 4.3100 0 42 42.00 CM2 515.9 108 42.00 2" Eddy Flow 2.2030 109 42.00 BL 39.7 © Copyright 20 16 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total ft CValue ft Friction Loss ft psi/ft 8.0 0.0 C = 120 8.0 0.01738 8.0 C = 120 0.0 8.0 0.05364 176.0 C = 120 18.7 194.7 0.10795 2.0 0.0 C = 120 2.0 0.00168 M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Pt 116) 29.523 Pe 0.000 Pf 0.139 Pt 115) 29.662 Pe 0.000 Pf 0.429 Pt 114) 30,091 Pe 0.000 Pf 21 .019 Pt 23) 51.111 Pe 0.000 Pf 0.003 Total Pressure at Node 22) 51.114 psi 8.0 C = 120 Pt 109) 20.805 0.0 Pe 0.000 8.0 0.00286 Pf 0.023 8.0 C = 120 Pt 110) 20.828 0.0 Pe 0.000 8.0 0.04101 Pf 0.328 8.0 C = 120 Pt 111) 21.157 0.0 Pe 0.000 8.0 0.11776 Pf 0.942 8.0 C = 120 Pt 112) 22.099 0.0 Pe 0.000 8.0 0.23231 Pf 1.859 18.0 C = 120 Pt 113) 23.957 13.6 Pe 0.000 31 .6 0.38803 Pf 12.277 11.0 C = 120 Pt 42) 36.234 0.0 Pe 0.000 11 .0 0.05457 Pf 0.600 Total Pressure at Node 41) 36.834 psi 8.0 C = 120 Pt 109) 20.805 0.0 Pe 0.000 8.0 0.01246 Pf 0.1 00 Page 7 of 12 ossoa· ;; Dashboard Hydraulics From Elev1 ft Elev2 To ft 107 42.00 108 42.00 22 42.00 107 42.00 21 42.00 22 42.00 103 42.00 102 42.00 104 42.00 103 42.00 105 42.00 104 42.00 106 42.00 105 42.00 41 42.00 106 42.00 40 42.00 41 42.00 101 42.00 102 42.00 100 42.00 101 42.00 Pipe Information Pipe ID Flows Added Inside GPM Diameter Fittings Type in Total 2" Eddy Flow 57.7 2.2030 BL 97.4 2" Eddy Flow 58.4 2.2030 T BL 155.8 6" Sch 10 218.8 6.3570 0 CM1 374.7 2" Eddy Flow 2.2030 BL 19.4 2" Eddy Flow 58.0 2.2030 BL 77.3 2" Eddy Flow 58.4 2.2030 BL 135.8 2" Eddy Flow 59.7 2.2030 BL 195.4 2" Eddy Flow 62.1 2.2030 T BL 257.5 4" Eddy Flow 515.9 4.3100 0 CM2 773.3 2" Eddy Flow 2.2030 BL 38.5 2" Eddy Flow 58.0 2.2030 BL 96.6 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Fig Total Len Fig Total Len Fig Total Len Ftg Total Len Ftg Total Len Fig Total Len Ftg Total Len Ftg Total Len Ftg Total ft C Value ft Friction Loss ft psi/ft 8.0 C = 120 0.0 8.0 0.06563 176.0 13.6 C = 120 189.6 0.15653 11.0 C = 120 0.0 11.0 0.00455 M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Pt 108) 20.905 Pe 0.000 Pf 0.525 Pt 107) 21.430 Pe 0.000 Pf 29.684 Pt 22) 51 .114 Pe 0.000 Pf 0.050 Total Pressure at Node 21) 51.164 psi 8.0 C = 120 Pt 102) 21 .051 0.0 Pe 0.000 8.0 0.00331 Pf 0.026 8.0 C = 120 Pt 103) 21 .078 0.0 Pe 0.000 8.0 0.04283 Pf 0.343 8.0 C = 120 Pt 104) 21.420 0.0 Pe 0.000 8.0 0.12128 Pf 0.970 8.0 C = 120 Pt 105) 22.391 0.0 Pe 0.000 8.0 0.23795 Pf 1.904 18.0 C = 120 Pt 106) 24.294 13.6 Pe 0.000 31 .6 0.39634 Pf 12.540 11 .0 C = 120 Pt 41) 36.834 0.0 Pe 0.000 11.0 0.11541 Pf 1.269 Total Pressure at Node 40) 38.104 psi 8.0 C = 120 Pt 102) 21.051 0.0 Pe 0.000 8.0 0.01181 Pf 0.094 8.0 C = 120 Pt 101) 21 .146 0.0 Pe 0.000 8.0 0.06461 Pf 0.517 Page 8 of 12 Dashboard Hydraulics Pipe Information From Elev1 Pipe ID Flows ft Added Inside GPM Diameter Fittings Elev2 Type in To ft Total 21 42.00 2" Eddy Flow 58.7 2.2030 T 100 42.00 BL 155.3 20 42.00 6" Sch 10 374.7 6.3570 0 21 42.00 CM1 530.0 20 42.00 2" Eddy Flow 2.2030 TIT 40 42.00 BL 83.0 19 42.00 6" Sch 10 530.0 6.3570 0 20 42.00 CM1 613.0 39 42.00 4" Eddy Flow 4.3100 0 40 42.00 CM2 690.3 19 42.00 2" Eddy Flow -610.4 2.2030 TIT 39 42.00 BL 79.9 18 42.00 6" Sch 10 613.0 6.3570 0 19 42.00 CM1 692.9 38 42.00 4" Eddy Flow 4.3100 0 39 42.00 CM2 610.4 18 42.00 2" Eddy Flow -532.8 2.2030 TIT 38 42.00 BL 77.5 17 42.00 6" Sch 10 692.9 6.3570 0 18 42.00 CM1 770.5 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Fig Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total M2TENANTIMPROVEMENT (Design Layer 1) ft C Value Total (Pt) psi ft Elev (Pe) Friction Loss psi Notes ft psi/ft Frict (Pf) psi 176.0 C = 120 Pt 100) 21 .663 13.6 Pe 0.000 189.6 0.15557 Pf 29.501 11 .0 C = 120 Pt 21) 51 .1 64 0.0 Pe 0.000 11.0 0.00864 Pf 0.095 Total Pressure at Node 20) 51.259 psi 242.0 C = 120 Pt40) 38.104 27.3 Pe 0.000 269.3 0.04885 Pf 13.155 11.0 C = 120 Pt 20) 51.259 0.0 Pe 0.000 11 .0 0.01131 Pf 0.124 Total Pressure at Node 19) 51.383 psi 11.0 C = 120 Pt40) 38.104 0.0 Pe 0.000 11.0 0.09353 Pf 1.029 242.0 C = 120 Pt 39) 39.132 27.3 Pe 0.000 269.3 0.04550 Pf 12.251 11.0 C = 120 Pt 19) 51 .383 0.0 Pe 0.000 11.0 0.01419 Pf 0.1 56 Total Pressure at Node 18) 51.540 psi 11.0 C = 120 Pt 39) 39.1 33 0.0 Pe 0.000 11.0 0.07449 Pf 0.819 242.0 C = 120 Pt 38) 39.952 27.3 Pe 0.000 269.3 0.04303 Pf 11.588 11.0 C = 120 Pt 18) 51.540 0.0 Pe 0.000 11.0 0.01727 Pf 0.190 Total Pressure at Node 17) 51.730 psi Page 9 of 12 oa~oo- ,,.sh_,., Hydraulics Pipe Information From Elev1 Pipe ID Flows ft Added Inside GPM Diameter Fittings To Elev2 Type in ft Total 37 42.00 4" Eddy Flow 4.3100 2E 38 42.00 CM2 532.8 17 42.00 2" Eddy Flow -466.2 2.2030 TIT 37 42.00 BL 66.7 16 42.00 6" Sch 10 770.5 6.3570 0 17 42.00 CM1 837.1 36 42.00 4" Eddy Flow 4.3100 0 37 42.00 CM2 466.2 16 42.00 2" Eddy Flow -400.8 2.2030 TIT 36 42.00 BL 65.4 15 42.00 6" Sch 10 837.1 6.3570 0 16 42.00 CM1 902.5 35 42.00 4" Eddy Flow 4.3100 0 36 42.00 CM2 400.8 15 42.00 2" Eddy Flow -336.0 2.2030 TIT 35 42.00 BL 64.8 14 42.00 6" Sch 10 902.5 6.3570 0 15 42.00 CM1 967.3 34 42.00 4" Eddy Flow 4.3100 0 35 42.00 CM2 336.0 14 42.00 2" Eddy Flow -271.1 2.2030 TIT 34 42.00 BL 64.9 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Fig Total Len Fig Total Len Ftg Total Len Ftg Total M2TENANTIMPROVEMENT (Design Layer 1) ft C Value Total (Pt) psi ft Elev (Pe) psi Notes Friction Loss ft psi/ft Frict (Pf) psi 41.0 C = 120 Pt 38) 39.952 27.9 Pe 0.000 68.9 0.05794 Pf 3.990 212.0 C = 120 Pt 37) 43.943 27.3 Pe 0.000 239.3 0.03254 Pf 7.787 11.0 C = 120 Pt 17) 51 .730 0.0 Pe 0.000 11 .0 0.02014 Pf 0.222 Total Pressure at Node 16) 51.951 psi 11 .0 C = 120 Pt 37) 43.942 0.0 Pe 0.000 11.0 0.04524 Pf 0.498 212.0 C = 120 Pt 36) 44.440 27.3 Pe 0.000 239.3 0.03139 Pf 7.51 1 11.0 C = 120 Pt 16) 51.951 0.0 Pe 0.000 11.0 0.02314 Pf 0.255 Total Pressure at Node 15) 52.206 psi 11.0 C = 120 Pt 36) 44.440 0.0 Pe 0.000 11.0 0.03421 Pf 0.376 212.0 C = 120 Pt 35) 44.816 27.3 Pe 0.000 239.3 0.03088 Pf 7.389 11.0 C = 120 Pt 15) 52.206 0.0 Pe 0.000 11.0 0.02631 Pf 0.289 Total Pressure at Node 14) 52.495 psi 11.0 C = 120 Pt 35) 44.816 0.0 Pe 0.000 11.0 0.02468 Pf 0.272 212.0 C = 120 Pt 34) 45.088 27.3 Pe 0.000 239.3 0.03096 Pf 7.407 Page 10 of 12 t I I • Datthboard Hydraulics Pipe Information From Elev1 Pipe ID Flows ft Added Inside GPM Diameter Fittings To Elev2 Type in ft Total 13 42.00 6" Sch 10 967.3 6.3570 0 14 42.00 CM1 1,032.2 33 42.00 4" Eddy Flow 4.3100 0 34 42.00 CM2 271.1 13 42.00 2" Eddy Flow -205.5 2.2030 TIT 33 42.00 BL 65.6 12 42.00 6" Sch 10 1,032.2 6.3570 0 13 42.00 CM1 1,097.8 32 42.00 4" Eddy Flow 4.3100 0 33 42.00 CM2 205.5 12 42.00 2" Eddy Flow -138.7 2.2030 TIT 32 42.00 BL 66.8 11 42.00 6" Sch 10 1,097.8 6.3570 0 12 42.00 CM1 1,164.6 31 42.00 4" Eddy Flow 4.3100 0 32 42.00 CM2 138.7 11 42.00 2" Eddy Flow -70.4 2.2030 TIT 31 42.00 BL 68.4 10 42.00 6" Sch 10 1,164.6 6.3570 0 11 42.00 CM1 1,233.0 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Fig Total Len Fig Total Len Fig Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Fig Total Len Ftg Total Len Ftg Total M2TENANTIMPROVEMENT (Design Layer 1) ft C Value Total (Pt) psi ft Elev (Pe) psi Notes Friction Loss ft psi/ft Frict (Pf) psi 11.0 C = 120 Pt 14) 52.495 0.0 Pe 0.000 11.0 0.02967 Pf 0.326 Total Pressure at Node 13) 52.821 psi 11 .0 C = 120 Pt 34) 45.088 0.0 Pe 0.000 11.0 0.01660 Pf 0.183 212.0 C = 120 Pt 33) 45.271 27.3 Pe 0.000 239.3 0.03 156 Pf 7.551 11.0 C = 120 Pt 13) 52.821 0.0 Pe 0.000 11 .0 0.03325 Pf 0.366 Total Pressure at Node 12) 53.187 psi 11.0 C = 120 Pt33) 45.270 0.0 Pe 0.000 11.0 0.00994 Pf 0.109 212.0 C = 120 Pt 32) 45.380 27.3 Pe 0.000 239.3 0.03263 Pf 7.807 11.0 C = 120 Pt 12) 53.187 0.0 Pe 0.000 11.0 0.03709 Pf 0.408 Total Pressure at Node 11) 53.595 psi 11.0 C = 120 Pt 32) 45.380 0.0 Pe 0,000 11.0 0.00481 Pf 0,053 212.0 C = 120 Pt 31) 45.433 27.3 Pe 0.000 239.3 0.03411 Pf 8.163 11 .0 C = 120 Pt 11) 53.595 0.0 Pe 0.000 11.0 0.04122 Pf 0.453 Total Pressure at Node 10) 54.048 psi Page 11 of 12 08800" ;I oashboard Hydraulics From Elev1 ft To Elev2 ft 30 42.00 31 42.00 10 42.00 30 42.00 2 42.00 10 42.00 1 16.00 2 42.00 0 0.00 1 16.00 Pipe Information Pipe ID Flows Added Inside GPM Diameter Fittings Type in Total 4" Eddy Flow 4.3100 0 CM2 70.4 2" Eddy Flow 2.2030 TIT BL 70.4 6" Sch 10 1,233.0 6.3570 E FM 1,303.3 6" Sch 10 500.0 6.3570 E FR 1,803.3 B" PVC CL150 7.9800 3E,GV UN 1,803.3 © Copyright 2016 Sigma Development Group, Inc. Length Fitting Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total Len Ftg Total ft C Value ft Friction Loss ft psi/ft 11.0 0.0 C = 120 11.0 0.00137 212.0 27.3 C = 120 239.3 0.03595 40.0 17.6 C = 120 57.6 0.04567 26.0 C = 120 17.6 43.6 0.08328 180.0 C = 150 87.5 267.5 0.01821 M2TENANTIMPROVEMENT (Design Layer 1) Total (Pt) psi Elev (Pe) psi Notes Frict (Pf) psi Pt 31) 45.433 Pe 0.000 Pf O.Q15 Pt 30) 45.448 Pe 0.000 Pf 8.601 Pt 10) 54.048 Pe 0.000 Pf 2.631 Pt 2) 56.679 Pe 11.266 Pf 3.631 Pt 1) 71 .576 7 psi loss for DCDA shown as elevation Pe 6.933 Pf 4.872 Total Pressure at Node 0) 83.381 psi Page 12 of 12