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2081 FARADAY AVE; ; AS110183
9/12/23,2:33 PM AS110183 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2081 FARADAY AV Permit Type: SPRINK Parcel No: 2121202600 Lot #: 0 Reference No.: Permit No: AS110183 Status: APPROVED Applied 12/16/2011 Approved: 12/18/2011 Issued: 12/18/2011 PC #: Inspector: Project Title: SKLZ Auto Sprink T.I. to warehouse (Upgrade) for HPS Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON P0 WAY CA 858-513-4949 Owner: BIODEC L L C P 0 BOX 230931 ENCINITAS CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 327 0 327 0 about:blank 1/1 /As t u g', — - - Western Fire Protection Inc. Pro Performance 2081 Faraday Ave. Carlsbad. Western Job # C - 3158 HYDRAULIC ANALYSIS 1 h,s'. lail' tt httll re' d ltq tpptr:flt aiIe' th tiritltl pp%iahk ,,,des .tnd t tandai ds Ill t in ih unsdl ih t' ,.WULl r ItlilI iiCIl 'hi' I .\ li% lit tiplt1tfl ut tIi ,Iltpl e,ittt'll h'I a 1,.t-fl.li tilt Ow L\Pt' 1111I iL%II¼I%II that this i t% t id 11% C ih t" ltC 'I coit(r'°' 111' th ii '11 nv d itgttWiI 'ii ItI.CltIt ,ii SUIC re, tlll%lhl 1i fol t ell' jjpjj ince v. 1tt said eiide' and siaiidarhis. Ini the btiltdiIt COdC LII tiW U1V rc incutlIiiv! sptil ihlti) lice ill Ji CIcitL1t err"." cr1• tIUl tIiei pluti- % review. hC111C1 I II 111iied iI this I tic. (17 /Cff ( R,jeer: 0 IIEC MMED appRoVM AITIMVA St -'• " —. r .' a* • I 1 D F; tE D rMEKT ' 13630 Danielson Street • Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 Flow Test Record Test Hydrant Location 4 Hydrant ID No. Size Main_____________ Static................ Residual............ Pressure Drop.. 2 (PDI1).....K factor for PDll 1A Flow Hydrant(s) Hydrant 1 location Hydrant 2 location____________________________________________________ Hydrant 3 location______________________________________________________ Hydrant I Pitot 44 . PSI GPM: 7-7.Tl Size of Orifice_________ Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ Total: z53 (QI)ITZO = °t Calculated test and flow data - 0 x PD2 k =Q2 PDI*k . > Static........................ Desired Residual.......20 Pressure Drop (PD 2)... Cfl K factor PD 2: I - ?-?-53 x IIL_divided by . _equals 1,110 _ GPM at 20 psi residual QI PD2k PD1k Q2 Comments: Test conducted for: \-6'1.R fiZ Conducted by: Ett(_riL,P& lu... Date: \_/ Z_/_\ Time: 5',Z0 AtA Carlsbad Municipal Water District Potable Water Discharge Event Report Date: 'ti- £3-2,011 Location: ZOS( 1kg.krm ,tw Reason for Discharge Event: Type of Event Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Water Mains RtOfL-. T,'J T'N ANT- Initial Estimated Discharge Flow: 211 GPM 316 Start Time _ Unscheduled Water Discharge _!1k..... Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Ileb Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. End Time Pre-Dechiorination Residual:. Post-Dechlorination Residual: 0. 10 (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. 4/A Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: !_ ----- Comments: Submitted by:Reviewed by: (Name & Date) (Name & Date) WESTERN FIRE PROTECTION 13630 DANIELSON STREET P0 WAY, CA 92064 858-513-4949 858-513-1322 FAX Hydraulic Design Information Sheet Name: SKLZ PRO PERFORMANCE Date: 12-5-11 Location: 2081 FARADAY CARLSBAD, CA Building: WAREHOUSE System No. 1 OF 3 Contractor: WESTERN FIRE PROTECTION Contract No. Calculated By: WESTERN FIRE PROTECTION Drawing No. FP-2 Construction: E Combustible El Non-Combustible Ceiling Height 28'-0" Ft. SYSTEM DESIGN NFPA13: El Light Hazard Ordinary Hazard Group 1 0 2 0 3 El Extra Hazard El NFPA 231 0 NFPA 231C: Figure: TABLE 17.2.2.1 Curve: 0 Other (Specify) ZSpecific Ruling KLAUSBRUCKNER REPORT Made By OWNER Date 10-4-11 Area of Sprinkler Operation 15 HEADS CMSA System Type Density 22 PSI EA. Wet 0 Dry El Deluge El Pre-Action Area Per Sprinkler 100 Sprinkler or Nozzle Hose Allowance GPM: Inside 100 Make TYCO Model TY7153 Hose Allowance GPM: Outside 400 Size %" K-Factor: 16.8 Rack Sprinkler Allowance Temperature Rating 200 CALCULATION SUMMARY GPM Required 1199.3 PSI Required 75.2 At Base of Riser "C" Factor Used: Overhead 120 Underground 150 Water Flow Test Pump Data Tank or Reservoir Date & Time 11-23-118:20 AM Rated Capacity N/A Capacity Static PSI 117 At PSI Elevation N/A Residual PSI 115 Elevation GPM Flowing 2253 Well Elevation Proof Flow GPM Location ON SITE FIRE HYDRANTS Source of Information ON SITE FLOW TEST 10% REDUCTION USED IN CALCULATIONS COMMOIJIIY SIURAUE Commodity SPORTING GOODS Class I-1V AND GRP A Location ENTIRE Storage Height 20'-0" Area 40,000 Aisle Width 8' Storage Method: Solid Piled % Palletized % Rack 100 Rack El Single Row Conventional Pallet Double Row El Slave Pallet Multiple Row El Open Flue Spacing In Inches Longitudinal Transverse 6" Horizontal Barriers Provided El Automatic Storage El Encapsulated El Solid Shelving Non-Encapsulated Clearance From Top of Storage to Ceiling 5 Ft. In. 0 C CD m 0 0 N (N C 0 (N 0 CC) r4 0 C (N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 N 0 0 0 0 CD 0 0 rl 0 0 0 0 0 0 0 (N 0 a) (N -1 CD C9ü a4 04 x)CF)Cfl 04 z) 040)-H---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SOURCE 105.3 103.5 2253.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 104.2 1699.3 88.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1699.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1199.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 27.0 - - - - 45.2 - - - 2 27.0 K=16.80 23.2 80.9 3 27.0 K=16.80 22.3 79.3 4 27.0 K=16.80 22.2 79.1 5 27.0 K=16.80 22.4 79.4 6 27.0 K=16.80 23.5 81.5 7 27.0 - - - - 45.0 8 27.0 - - fl - 45.3 9 27.0 K=16.80 23.1 80.7 10 27.0 K=16.80 22.1 79.0 11 27.0 K=16.80 22.0 78.8 12 27.0 K=16.80 22.2 79.1 13 27.0 K=16.80 23.3 81.1 14 27.0 - - - - 45.1 - - - 15 27.0 - - - - 45.6 16 27.0 K=16.80 23.3 81.0 17 27.0 K=16.80 22.3 79.3 18 27.0 K=16.80 22.2 79.1 19 27.0 K=16.80 22.4 79.4 20 27.0 K=16.80 23.5 81.4 21 27.0 - - - - 45.5 - - - 22 27.0 - - - - 46.3 - - - 23 27.0 - - - - 46.3 - - - 24 27.0 - - - - 47.1 - - - 25 27.0 - - - - 47.1 26 27.0 - - - - 47.8 - - - 27 27.0 - - - - 47.8 - - - 28 27.0 - - - - 48.6 29 27.0 - - - - 48.6 30 27.0 - - - - 49.3 - - - 31 27.0 -- -- 49.4 32 27.0 - - - - 50.0 - - - 33 27.0 - - - - 50.3 - - - 34 27.0 - - - - 50.7 - - - 35 27.0 - - - - 51.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 36 27.0 - - - - 51.3 - - - 37 27.0 - - - - 52.0 38 27.0 - - - - 51.9 39 27.0 - - - - 52.9 40 27.0 - - - - 52.5 - - - 41 27.0 - - - - 53.9 - - - 42 27.0 - - - - 53.0 43 27.0 - - - - 55.0 - - - 44 27.0 - - - - 53.4 - - - 45 27.0 - - - - 56.2 - - - 46 27.0 - - - - 53.8 - - - 47 27.0 - - - - 56.4 - - - 48 27.0 - - - - 54.1 49 27.0 - - - - 56.6 50 27.0 - - - - 54.3 51 27.0 - - - - 56.8 52 27.0 - - - - 54.5 53 27.0 - - - - 57.0 54 27.0 - - - - 54.7 55 27.0 - - - - 57.3 56 27.0 - - - - 54.8 - - - 57 27.0 - - - - 57.5 58 27.0 - - - - 54.9 59 27.0 - - - - 57.8 60 27.0 - - - - 54.9 61 27.0 - - - - 58.1 62 27.0 - - - - 55.0 63 27.0 - - - - 58.5 64 27.0 - - - - 55.0 - - - 65 27.0 - - - - 58.8 - - - 66 27.0 - - - - 59.2 - - - TOR 27.0 - - - - 60.7 BOR 3.0 HOSE STREAM 75.2 100.0 BOR2 0.0 - - - - 78.5 DC1 0.0 - - - - 79.0 - - - DC2 0.0 - - - - 87.5 SOURCE 0.0 SOURCE 88.7 1299.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 16.80 80.9 Disch 73.00 120 22.0 1 27.0 45.2 112.0 3 2.000 T:12 12.31 0.0 2 27.0 23.2 193.0 2.157 85.31 0.258 22.0 Pipe: 2 16.80 79.3 Disch 10.00 120 0.9 2 27.0 23.2 32.7 4 2.000 ---- 0.00 0.0 3 27.0 22.3 112.0 2.157 10.00 0.094 0.9 Pipe: 3 16.80 79.1 Disch 10.00 120 0.1 3 27.0 22.3 -46.4 5 2.000 ---- 0.00 0.0 4 27.0 22.2 32.7 2.157 10.00 0.010 0.1 Pipe: 4 16.80 79.1 Disch 10.00 120 0.2 5 27.0 22.4 -32.7 3 2.000 ---- 0.00 0.0 4 27.0 22.2 46.4 2.157 10.00 0.018 0.2 Pipe: 5 16.80 79.4 Disch 10.00 120 1.2 6 27.0 23.5 46.4 4 2.000 ---- 0.00 0.0 5 27.0 22.4 125.8 2.157 10.00 0.117 1.2 Pipe: 6 16.80 81.5 Disch 41.00 120 21.5 7 27.0 45.0 125.8 5 2.000 2T:25 32.00 0.0 6 27.0 23.5 207.3 2.157 2L: 7 73.00 0.294 21.5 Pipe: 7 16.80 80.7 Disch 73.00 120 22.2 8 27.0 45.3 113.4 10 2.000 T:12 12.31 0.0 9 27.0 23.1 194.1 2.157 85.31 0.260 22.2 Pipe: 8 16.80 79.0 Disch 10.00 120 1.0 9 27.0 23.1 34.4 11 2.000 ---- 0.00 0.0 10 27.0 22.1 113.4 2.157 10.00 0.096 1.0 Pipe: 9 16.80 78.8 Disch 10.00 120 0.1 10 27.0 22.1 -44.4 12 2.000 ---- 0.00 0.0 11 27.0 22.0 34.4 2.157 10.00 0.011 0.1 Pipe: 10 16.80 78.8 Disch 10.00 120 0.2 12 27.0 22.2 -34.4 10 2.000 ---- 0.00 0.0 11 27.0 22.0 44.4 2.157 10.00 0.017 0.2 Pipe: 11 16.80 79.1 Disch 10.00 120 1.1 13 27.0 23.3 44.4 11 2.000 ---- 0.00 0.0 12 27.0 22.2 123.5 2.157 10.00 0.113 1.1 Pipe: 12 16.80 81.1 Disch 39.00 120 21.8 14 27.0 45.1 123.5 12 2.000 3T:37 36.92 0.0 13 27.0 23.3 204.6 2.157 75.92 0.287 21.8 Pipe: 13 16.80 81.0 Disch 73.00 120 22.4 15 27.0 45.6 113.8 17 2.000 T:12 12.31 0.0 16 27.0 23.3 194.8 2.157 85.31 0.262 22.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRA1INGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 14 16.80 79.3 Disch 10.00 120 1.0 16 27.0 23.3 34.5 18 2.000 ---- 0.00 0.0 17 27.0 22.3 113.8 2.157 10.00 0.097 1.0 Pipe: 15 16.80 79.1 Disch 10.00 120 0.1 17 27.0 22.3 -44.6 19 2.000 ---- 0.00 0.0 18 27.0 22.2 34.5 2.157 10.00 0.011 0.1 Pipe: 16 16.80 79.1 Disch 10.00 120 0.2 19 27.0 22.4 -34.5 17 2.000 ---- 0.00 0.0 18 27.0 22.2 44.6 2.157 10.00 0.017 0.2 Pipe: 17 16.80 79.4 Disch 10.00 120 1.1 20 27.0 23.5 44.6 18 2.000 ---- 0.00 0.0 19 27.0 22.4 124.1 2.157 10.00 0.114 1.1 Pipe: 18 16.80 81.4 Disch 39.00 120 22.0 21 27.0 45.5 124.1 19 2.000 3T:37 36.92 0.0 20 27.0 23.5 205.5 2.157 75.92 0.289 22.0 Pipe: 19 0.0 617.4 21 162.00 120 0.1 22 27.0 46.3 -611.5 25 2.000 3T:37 36.92 0.0 23 27.0 46.3 5.8 2.157 198.92 0.000 0.1 Pipe: 20 0.0 611.5 23 162.00 120 0.0 24 27.0 47.1 -608.5 27 2.000 3T:37 36.92 0.0 25 27.0 47.1 3.0 2.157 198.92 0.000 0.0 Pipe: 21 0.0 590.8 24 162.00 120 0.0 27 27.0 47.8 -588.2 28 2.000 3T:37 36.92 0.0 26 27.0 47.8 2.6 2.157 198.92 0.000 0.0 Pipe: 22 0.0 588.2 26 162.00 120 0.1 29 27.0 48.6 -582.6 30 2.000 3T:37 36.92 0.0 28 27.0 48.6 5.5 2.157 198.92 0.000 0.1 Pipe: 23 0.0 582.6 28 162.00 120 0.2 31 27.0 49.4 -574.3 32 2.000 3T:37 36.92 0.0 30 27.0 49.3 8.3 2.157 198.92 0.001 0.2 Pipe: 24 0.0 574.3 30 162.00 120 0.3 33 27.0 50.3 -563.0 34 2.000 3T:37 36.92 0.0 32 27.0 50.0 11.4 2.157 198.92 0.001 0.3 Pipe: 25 0.0 563.0 32 162.00 120 0.4 35 27.0 51.1 -548.2 36 2.000 3T:37 36.92 0.0 34 27.0 50.7 14.8 2.157 198.92 0.002 0.4 Pipe: 26 0.0 548.2 34 162.00 120 0.7 37 27.0 52.0 -529.4 38 2.000 3T:37 36.92 0.0 36 27.0 51.3 18.7 2.157 198.92 0.003 0.7 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM i1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 0.0 529.4 36 162.00 120 1.0 39 27.0 52.9 -506.2 40 2.000 3T:37 36.92 0.0 38 27.0 51.9 23.2 2.157 198.92 0.005 1.0 Pipe: 28 0.0 506.2 38 162.00 120 1.5 41 27.0 53.9 -478.1 42 2.000 3T:37 36.92 0.0 40 27.0 52.5 28.2 2.157 198.92 0.007 1.5 Pipe: 29 0.0 478.1 40 162.00 120 2.0 43 27.0 55.0 -444.4 44 2.000 3T:37 36.92 0.0 42 27.0 53.0 33.7 2.157 198.92 0.010 2.0 Pipe: 30 0.0 444.4 42 162.00 120 2.8 45 27.0 56.2 -404.6 46 2.000 3T:37 36.92 0.0 44 27.0 53.4 39.8 2.157 198.92 0.014 2.8 Pipe: 31 0.0 404.6 44 162.00 120 2.6 47 27.0 56.4 -366.3 48 2.000 3T:37 36.92 0.0 46 27.0 53.8 38.3 2.157 198.92 0.013 2.6 Pipe: 32 0.0 366.3 46 162.00 120 2.5 49 27.0 56.6 -328.9 50 2.000 3T:37 36.92 0.0 48 27.0 54.1 37.4 2.157 198.92 0.012 2.5 Pipe: 33 0.0 328.9 48 162.00 120 2.4 51 27.0 56.8 -291.8 52 .2.000 3T:37 36.92 0.0 50 27.0 54.3 37.1 2.157 198.92 0.012 2.4 Pipe: 34 0.0 291.8 50 162.00 120 2.5 53 27.0 57.0 -254.4 54 2.000 3T:37 36.92 0.0 52 27.0 54.5 37.4 2.157 198.92 0.012 2.5 Pipe: 35 0.0 254.4 52 162.00 120 2.6 55 27.0 57.3 -216.2 56 2.000 3T:37 36.92 0.0 54 27.0 54.7 38.2 2.157 198.92 0.013 2.6 Pipe: 36 0.0 216.2 54 162.00 120 2.7 57 27.0 57.5 -176.8 58 2.000 3T:37 36.92 0.0 56 27.0 54.8 39.4 2.157 198.92 0.014 2.7 Pipe: 37 0.0 176.8 56 162.00 120 2.9 59 27.0 57.8 -135.8 60 2.000 3T:37 36.92 0.0 58 27.0 54.9 41.0 2.157 198.92 0.015 2.9 Pipe: 38 0.0 135.8 58 162.00 120 3.2 61 27.0 58.1 -92.8 62 2.000 3T:37 36.92 0.0 60 27.0 54.9 43.0 2.157 198.92 0.016 3.2 Pipe: 39 0.0 92.8 60 162.00 120 3.5 63 27.0 58.5 -47.6 64 2.000 3T:37 36.92 0.0 62 27.0 55.0 45.2 2.157 198.92 0.018 3.5 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 0.0 162.00 120 3.9 65 27.0 58.8 47.6 62 2.000 3T:37 36.92 0.0 64 27.0 55.0 47.6 2.157 198.92 0.019 3.9 Pipe: 41 0.0 0.0 10.00 120 0.1 8 27.0 45.3 193.0 2 4.000 ---- 0.00 0.0 1 27.0 45.2 193.0 4.260 10.00 0.009 0.1 Pipe: 42 0.0 193.0 1 10.00 120 0.3 15 27.0 45.6 194.1 9 4.000 ---- 0.00 0.0 8 27.0 45.3 387.1 4.260 10.00 0.034 0.3 Pipe: 43 0.0 387.1 8 10.00 120 0.7 22 27.0 46.3 194.8 16 4.000 ---- 0.00 0.0 15 27.0 45.6 581.9 4.260 10.00 0.072 0.7 Pipe: 44 0.0 581.9 15 10.00 120 0.7 24 27.0 47.1 5.8 23 4.000 ---- 0.00 0.0 22 27.0 46.3 587.8 4.260 10.00 0.074 0.7 Pipe: 45 0.0 587.8 22 10.00 120 0.7 26 27.0 47.8 3.0 25 4.000 ---- 0.00 0.0 24 27.0 47.1 590.8 4.260 10.00 0.074 0.7 Pipe: 46 0.0 590.8 24 10.00 120 0.7 28 27.0 48.6 -2.6 27 4.000 ---- 0.00 0.0 26 27.0 47.8 588.2 4.260 10.00 0.074 0.7 Pipe: 47 0.0 588.2 26 10.00 120 0.7 30 27.0 49.3 -5.5 29 4.000 ---- 0.00 0.0 28 27.0 48.6 582.6 4.260 10.00 0.072 0.7 Pipe: 48 0.0 582.6 28 10.00 120 0.7 32 27.0 50.0 -8.3 31 4.000 ---- 0.00 0.0 30 27.0 49.3 574.3 4.260 10.00 0.070 0.7 Pipe: 49 0.0 574.3 30 10.00 120 0.7 34 27.0 50.7 -11.4 33 4.000 ---- 0.00 0.0 32 27.0 50.0 563.0 4.260 10.00 0.068 0.7 Pipe: 50 0.0 563.0 32 10.00 120 0.6 36 27.0 51.3 -14.8 35 4.000 ---- 0.00 0.0 34 27.0 50.7 548.2 4.260 10.00 0.065 0.6 Pipe: 51 0.0 548.2 34 10.00 120 0.6 38 27.0 51.9 -18.7 37 4.000 ---- 0.00 0.0 36 27.0 51.3 529.4 4.260 10.00 0.061 0.6 Pipe: 52 0.0 529.4 36 10.00 120 0.6 40 27.0 52.5 -23.2 39 4.000 ---- 0.00 0.0 38 27.0 51.9 506.2 4.260 10.00 0.056 0.6 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 53 0.0 506.2 38 10.00 120 0.5 42 27.0 53.0 -28.2 41 4.000 ---- 0.00 0.0 40 27.0 52.5 478.1 4.260 10.00 0.050 0.5 Pipe: 54 0.0 478.1 40 10.00 120 0.4 44 27.0 53.4 -33.7 43 4.000 ---- 0.00 0.0 42 27.0 53.0 444.4 4.260 10.00 0.044 0.4 Pipe: 55 0.0 444.4 42 10.00 120 0.4 46 27.0 53.8 -39.8 45 4.000 ---- 0.00 0.0 44 27.0 53.4 404.6 4.260 10.00 0.037 0.4 Pipe: 56 0.0 404.6 44 10.00 120 0.3 48 27.0 54.1 -38.3 47 4.000 ---- 0.00 0.0 46 27.0 . 53.8 366.3 4.260 10.00 0.031 0.3 Pipe: 57 0.0 366.3 46 10.00 120 0.3 50 27.0 54.3 -37.4 49 4.000 ---- 0.00 0.0 48 27.0 54.1 328.9 4.260 10.00 0.025 0.3 Pipe: 58 0.0 328.9 48 10.00 120 0.2 52 27.0 54.5 -37.1 51 4.000 ---- 0.00 0.0 50 27.0 54.3 291.8 4.260 10.00 0.020 0.2 Pipe: 59 0.0 291.8 50 10.00 120 0.2 54 27.0 54.7 -37.4 53 4.000 ---- 0.00 0.0 52 27.0 54.5 254.4 4.260 10.00 0.016 0.2 Pipe: 60 0.0 254.4 52 9.50 120 0.1 56 27.0 54.8 -38.2 55 4.000 ---- 0.00 0.0 54 27.0 54.7 216.2 4.260 9.50 0.012 0.1 Pipe: 61 0.0 216.2 54 10.00 120 0.1 58 27.0 54.9 -39.4 57 4.000 ---- 0.00 0.0 56 27.0 54.8 176.8 4.260 10.00 0.008 0.1 Pipe: 62 0.0 176.8 56 10.00 120 0.0 60 27.0 54.9 -41.0 59 4.000 ---- 0.00 0.0 58 27.0 54.9 135.8 4.260 10.00 0.005 0.0 Pipe: 63 0.0 135.8 58 10.00 120 0.0 62 27.0 55.0 -43.0 61 4.000 ---- 0.00 0.0 60 27.0 54.9 92.8 4.260 10.00 0.002 0.0 Pipe: 64 0.0 92.8 60 10.00 120 0.0 64 27.0 55.0 -45.2 63 4.000 ---- 0.00 0.0 62 27.0 55.0 47.6 4.260 10.00 0.001 0.0 Pipe: 65 0.0 0.0 8.00 120 0.1 14 27.0 45.1 207.3 6 4.000 ---- 0.00 0.0 7 27.0 45.0 207.3 4.260 8.00 0.011 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 66 0.0 207.3 7 10.00 120 0.4 21 27.0 45.5 204.6 13 4.000 ---- 0.00 0.0 14 27.0 45.1 411.9 4.260 10.00 0.038 0.4 Pipe: 67 0.0 411.9 14 10.00 120 0.8 23 27.0 46.3 205.5 20 4.000 ---- 0.00 0.0 21 27.0 45.5 617.4 4.260 10.00 0.081 0.8 Pipe: 68 0.0 617.4 21 10.00 120 0.8 25 27.0 47.1 -5.8 22 4.000 ---- 0.00 0.0 23 27.0 46.3 611.5 4.260 10.00 0.079 0.8 Pipe: 69 0.0 611.5 23 10.00 120 0.8 27 27.0 47.8 -3.0 24 4.000 ---- 0.00 0.0 25 27.0 47.1 608.5 4.260 10.00 0.078 0.8 Pipe: 70 0.0 608.5 25 10.00 120 0.8 29 27.0 48.6 2.6 26 4.000 ---- 0.00 0.0 27 27.0 47.8 611.1 4.260 10.00 0.079 0.8 Pipe: 71 0.0 611.1 27 10.00 120 0.8 31 27.0 49.4 5.5 28 4.000 ---- 0.00 0.0 29 27.0 48.6 616.6 4.260 10.00 0.080 0.8 Pipe: 72 0.0 616.6 29 10.00 120 0.8 33 27.0 50.3 8.3 .30 4.000 ---- 0.00 0.0 31 27.0 49.4 624.9 4.260 10.00 0.082 0.8 Pipe: 73 0.0 624.9 31 10.00 120 0.9 35 27.0 51.1 11.4 32 4.000 ---- 0.00 0.0 33 27.0 50.3 636.3 4.260 10.00 0.085 0.9 Pipe: 74 0.0 636.3 33 10.00 120 0.9 37 27.0 52.0 14.8 34 4.000 ---- 0.00 0.0 35 27.0 51.1 651.1 4.260 10.00 0.089 0.9 Pipe: 75 0.0 651.1 35 10.00 120 0.9 39 27.0 52.9 18.7 36 4.000 ---- 0.00 0.0 37 27.0 52.0 669.8 4.260 10.00 0.094 0.9 Pipe: 76 0.0 669.8 37 10.00 120 1.0 41 27.0 53.9 23.2 38 4.000 ---- 0.00 0.0 39 27.0 52.9 693.0 4.260 10.00 0.100 1.0 Pipe: 77 0.0 693.0 39 10.00 120 1.1 43 27.0 55.0 28.2 40 4.000 ---- 0.00 0.0 41 27.0 53.9 721.2 4.260 10.00 0.107 1.1 Pipe: 78 0.0 721.2 41 10.00 120 1.2 45 27.0 56.2 33.7 42 4.000 ---- 0.00 0.0 43 27.0 55.0 754.9 4.260 10.00 0.117 1.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 79 0.0 754.9 43 10.00 120 0.2 47 27.0 56.4 39.8 44 6.000 ---- 0.00 0.0 45 27.0 56.2 794.6 6.357 10.00 0.018 0.2 Pipe: 80 1 0.0 794.6 45 10.00 120 0.2 49 27.0 56.6 38.3 46 6.000 ---- 0.00 0.0 47 27.0 56.4 832.9 6.357 10.00 0.020 0.2 Pipe: 81 0.0 832.9 47 10.00 120 0.2 51 27.0 56.8 37.4 48 6.000 ---- 0.00 0.0 49 27.0 56.6 870.4 6.357 10.00 0.022 0.2 Pipe: 82 0.0 870.4 49 10.00 120 0.2 53 27.0 57.0 37.1 50 6.000 ---- 0.00 0.0 51 27.0 56.8 907.5 6.357 10.00 0.023 0.2 Pipe: 83 0.0 907.5 51 10.00 120 0.3 55 27.0 57.3 37.4 52 6.000 ---- 0.00 0.0 53 27.0 57.0 944.9 6.357 10.00 0.025 0.3 Pipe: 84 0.0 944.9 53 9.50 120 0.3 57 27.0 57.5 38.2 54 6.000 ---- 0.00 0.0 55 27.0 57.3 983.1 6.357 9.50 0.027 0.3 Pipe: 85 0.0 983.1 55 10.00 120 0.3 59 27.0 57.8 39.4 56 6.000 ---- 0.00 0.0 57 27.0 57.5 1022.5 6.357 10.00 0.029 0.3 Pipe: 86 0.0 1022.5 57 10.00 120 0.3 61 27.0 58.1 41.0 58 6.000 ---- 0.00 0.0 59 27.0 57.8 1063.5 6.357 10.00 0.031 0.3 Pipe: 87 0.0 1063.5 59 10.00 120 0.3 63 27.0 58.5 43.0 60 6.000 ---- 0.00 0.0 61 27.0 58.1 1106.4 6.357 10.00 0.034 0.3 Pipe: 88 0.0 1106.4 61 10.00 120 0.4 65 27.0 58.8 45.2 62 6.000 ---- 0.00 0.0 63 27.0 58.5 1151.6 6.357 10.00 0.036 0.4 Pipe: 89 0.0 1151.6 63 10.00 120 0.4 66 27.0 59.2 47.6 64 6.000 ---- 0.00 0.0 65 27.0 58.8 1199.3 6.357 10.00 0.039 0.4 Pipe: 90 0.0 0.0 15.50 120 1.5 TOR 27.0 60.7 1199.3 65 6.000 2L:22 22.00 0.0 66 27.0 59.2 1199.3 6.357 37.50 0.039 1.5 Pipe: 91 0.0 0.0 T:38 24.00 120 14.5 BOR 3.0 75.2 1199.3 66 6.000 C:40 82.00 -10.4 TOR 27.0 60.7 1199.3 6.357 G: 4 106.00 0.039 4.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ SYSTEM 1.SDF JOB TITLE: SKLA SYSTEM #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 92 H.S. 100.0 Disch 5.00 120 3.3 BOR2 0.0 78.5 1199.3 TOR 6.000 T:38 38.00 -1.3 BOR 3.0 75.2 1299.3 6.357 43.00 0.045 2.0 Pipe: 93 0.0 0.0 15.00 150 0.5 DC1 0.0 79.0 1299.3 BOR 8.000 2L:40 40.00 0.0 BOR2 0.0 78.5 1299.3 7.980 55.00 0.010 0.5 Pipe: 94 0.0 Fixed Pressure Loss Device DC2 0.0 87.5 1299.3 BOR2 8.5 psi, 1299.3 gpm DC1 0.0 79.0 1299.3 Pipe: 95 Source 0.0 T:53 35.00 150 1.1 SOURCE 0.0 88.7 1299.3 DC1 8.000 L:20 79.00 0.0 DC2 0.0 87.5 1299.3 7.980 G: 6 114.00 0.010 1.1 NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 50100268 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.074 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sec at pipe 6. System remote area HAS been proven or !peaked. Minimum pressure at any sprinkler: 22.000 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 22.007 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 22.122 psi Notes WESTERN FIRE PROTECTION 13630 DANIELSON STREET P0 WAY, CA 92064 858-513-4949 858-513-1322 FAX Hydraulic Design Information Sheet Name: SKLZ PRO PERFORMANCE Date: 12-5-11 Location: 2081 FARADAY CARLSBAD, CA Building: WAREHOUSE SYSTEM #2 TYPICAL System No. 3 OF 3 MRA A Contractor: WESTERN FIRE PROTECTION Contract No. Calculated By: WESTERN FIRE PROTECTION Drawing No. FP-4 Construction: X Combustible D Non-Combustible Ceiling Height 28'-0" Ft. SYSTEM DESIGN NFPA13: D Light Hazard Ordinary Hazard Group El 1 Z 2 D 3 {1 Extra Hazard 0 NFPA 231 0 NFPA 231C: Figure: TABLE 17.2.2.1 Curve: 0 Other (Specify) Specific Ruling KLAUSBRUCKNER REPORT Made By OWNER Date 10-4-11 Area of Sprinkler Operation 15 HEADS CMSA System Type Density 22 PSI EA. Wet 0 Dry i:i Deluge 0 Pre-Action Area Per Sprinkler 100 Sprinkler or Nozzle Hose Allowance GPM: Inside 100 Make TYCO Model TY7153 Hose Allowance GPM: Outside 400 Size 3%" K-Factor: 16.8 Rack Sprinkler Allowance Temperature Rating 200 CALCULATION SUMMARY GPM Required 1305.9 PSI Required 85.7 At Base of Riser "C" Factor Used: Overhead 120 Underground 150 WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date & Time 11-23-118:20 AM Rated Capacity N/A Capacity Static PSI 117 At PSI Elevation N/A Residual PSI 115 Elevation GPM Flowing 2253 Well Elevation Proof Flow GPM Location ON SITE FIRE HYDRANTS Source of Information ON SITE FLOW TEST 10% REDUCTION USED IN CALCULATIONS COMMODITY STORAGE Commodity SPORTING GOODS Class I-IV AND GRP A Location ENTIRE Storage Height 20'-0" Area 40,000 Aisle Width 8' Storage Method: Solid Piled % Palletized %Rack 100 Rack O Single Row Z Conventional Pallet Double Row 0 Slave Pallet Multiple Row 0 Open Flue Spacing In Inches Longitudinal Transverse 6" Horizontal Barriers Provided E Automatic Storage O Encapsulated 0 Solid Shelving Non-Encapsulated Clearance From Top of Storage to Ceiling 5 Ft. In. 0 00 0 0 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A N C 0 C 0 C 0 0 o o 0 0 0 0 0 I (N C 0 (N 0ori -au--i --.. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM 43 AREA A NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SOURCE 105.3 103.5 2253.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 104.1 1805.9 99.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1805.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1305.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 27.0 - - - - 39.2 2 27.0 - - - - 46.1 3 27.0 - - - - 39.2 4 27.0 - - - - 46.1 5 27.0 - - - - 39.1 6 27.0 - - - - 46.2 7 27.0 - - - - 39.0 8 27.0 - - - - 46.3 - - - 9 27.0 K=16.80 22.0 78.8 10 27.0 K=16.80 22.4 79.5 11 27.0 K=16.80 24.2 82.6 12 27.0 K=16.80 28.1 89.0 13 27.0 - - - - 38.8 14 27.0 K=16.80 38.7 104.5 15 27.0 - - - - 39.2 - - - 16 27.0 - - - - 39.7 - - - 17 27.0 - - - - 40.2 18 27.0 - - - - 40.6 19 27.0 - - - - 47.1 - - - 20 27.0 K=16.80 22.0 78.8 21 27.0 K=16.80 22.4 79.5 22 27.0 K=16.80 24.2 82.6 23 27.0 K=16.80 28.1 89.0 24 27.0 - - - - 38.9 25 27.0 K=16.80 38.7 104.6 26 27.0 - - - - 39.2 27 27.0 - - - - 39.7 28 27.0 - - - - 40.2 29 27.0 - - - - 40.7 30 27.0 - - - - 47.4 31 27.0 K=16.80 22.3 79.3 32 27.0 K=16.80 22.7 80.0 33 27.0 K=16.80 24.5 83.1 34 27.0 K=16.80 28.4 89.5 35 27.0 - - - - 39.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDE' JOB TITLE: SKLZ SYSTEM 4t3 AREA A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 36 27.0 K=16.80 39.2 105.1 37 27.0 - - - - 39.7 - - - 38 27.0 - - - - 40.2 - - - 39 27.0 - - - - 40.6 - - - 40 27.0 - - - - 41.1 - - - 41 27.0 - - - - 47.8 - - - 42 27.0 - - - - 40.6 - - - 43 27.0 - - - - 48.4 - - - 44 27.0 - - - - 47.6 45 27.0 - - - - 49.1 - - - 46 27.0 - - - - 48.6 - - - 47 27.0 - - - - 49.9 - - - 48 27.0 - - - - 49.5 - - - 49 27.0 - - - - 50.7 - - - 50 27.0 - - - - 50.4 51 27.0 - - - - 51.7 - - - 52 27.0 - - - - 51.2 - - - 53 27.0 - - - - 58.1 54 27.0 - - - - 51.9 55 27.0 - - - - 59.2 - - - 56 27.0 - - - - 52.5 - - - 57 27.0 - - - - 60.5 58 27.0 - - - - 52.9 59 27.0 - - - - 62.0 60 27.0 - - - - 53.2 - - - 61 27.0 - --- 63.6 62 27.0 - - - - 53.4 - - - 63 27.0 - - - - 63.9 64 27.0 - - - - 53.5 - - - 65 27.0 - - - - 64.2 - - - 66 27.0 - - - - 53.6 - - - 67 27.0 - - - - 64.5 - - - 68 27.0 - - - - 53.6 - - - 69 27.0 - - - - 64.5 - - - 70 27.0 - - - - 64.6 TOR 27.0 - - - - 70.4 - - - BOR 3.0 HOSE STREAM 85.7 100.0 BOR2 0.5 - - - - 89.0 DC1 0.0 - - - - 89.9 - - - DC2 0.0 - - - - 98.4 SOURCE 0.0 SOURCE 99.7 1405.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 158.00 120 6.9 2 27.0 46.1 68.5 3 2.000 2T:25 24.61 0.0 1 27.0 39.2 68.5 2.157 182.61 0.038 6.9 Pipe: 2 0.0 137.2 5 158.00 120 7.0 4 27.0 46.1 -68.5 1 2.000 2T:25 24.61 0.0 3 27.0 39.2 68.7 2.157 182.61 0.038 7.0 Pipe: 3 0.0 206.4 7 158.00 120 7.1 6 27.0 46.2 -137.2 3 2.000 2T:25 24.61 0.0 5 27.0 39.1 69.2 2.157 182.61 0.039 7.1 Pipe: 4 0.0 276.8 13 158.00 120 7.3 8 27.0 46.3 -206.4 5 2.000 2T:25 24.61 0.0 7 27.0 39.0 70.3 2.157 182.61 0.040 7.3 Pipe: 5 16.80 78.8 Disch 8.00 120 0.4 10 27.0 22.4 0.0 2.000 ---- 0.00 0.0 9 27.0 22.0 78.8 2.157 8.00 0.049 0.4 Pipe: 6 16.80 79.5 Disch 10.00 120 1.8 11 27.0 24.2 78.8 9 2.000 ---- 0.00 0.0 10 27.0 22.4 158.3 2.157 10.00 0.179 1.8 Pipe: 7 16.80 82.6 Disch 10.00 120 3.9 12 27.0 28.1 158.3 10 2.000 ---- 0.00 0.0 11 27.0 24.2 240.9 2.157 10.00 0.388 3.9 Pipe: 8 16.80 89.0 Disch 3.20 120 10.8 13 27.0 38.8 240.9 11 2.000 T:12 12.31 0.0 12 27.0 28.1 329.9 2.157 15.51 0.695 10.8 Pipe: 9 16.80 104.5 Disch 6.80 120 0.1 13 27.0 38.8 -78.1 15 2.000 T:12 12.31 0.0 14 27.0 38.7 26.5 2.157 19.11 0.007 0.1 Pipe: 10 16.80 104.5 Disch 10.00 120 0.5 15 27.0 39.2 -26.5 2.000 ---- 0.00 0.0 14 27.0 38.7 78.1 2.157 10.00 0.048 0.5 Pipe: 11 0.0 0.0 10.00 120 0.5 16 27.0 39.7 78.1 14 2.000 ---- 0.00 0.0 15 27.0 39.2 78.1 2.157 10.00 0.048 0.5 Pipe: 12 0.0 0.0 10.00 120 0.5 17 27.0 40.2 78.1 15 2.000 ---- 0.00 0.0 16 27.0 39.7 78.1 2.157 10.00 0.048 0.5 Pipe: 13 0.0 0.0 10.00 120 0.5 18 27.0 40.6 78.1 16 2.000 ---- 0.00 0.0 17 27.0 40.2 78.1 2.157 10.00 0.048 0.5 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 121.20 120 6.4 19 27.0 47.1 78.1 17 2.000 T:12 12.31 0.0 18 27.0 40.6 78.1 2.157 133.51 0.048 6.4 Pipe: 15 16.80 78.8 Disch 8.00 120 0.4 21 27.0 22.4 0.0 2.000 ---- 0.00 0.0 20 27.0 22.0 78.8 2.157 8.00 0.049 0.4 Pipe: 16 16.80 79.5 Disch 10.00 120 1.8 22 27.0 24.2 78.8 20 2.000 ---- 0.00 0.0 21 27.0 22.4 158.3 2.157 10.00 0.179 1.8 Pipe: 17 16.80 82.6 Disch 10.00 120 3.9 23 27.0 28.1 158.3 21 2.000 ---- 0.00 0.0 22 27.0 24.2 241.0 2.157 10.00 0.388 3.9 Pipe: 18 16.80 89.0 Disch 3.20 120 10.8 24 27.0 38.9 241.0 22 2.000 T:12 12.31 0.0 23 27.0 28.1 330.0 2.157 15.51 0.695 10.8 Pipe: 19 16.80 104.6 Disch 6.80 120 0.1 24 27.0 38.9 -79.4 26 2.000 T:12 12.31 0.0 25 27.0 38.7 25.2 2.157 19.11 0.006 0.1 Pipe: 20 16.80 104.6 Disch 10.00 120 0.5 26 27.0 39.2 -25.2 24 2.000 ---- 0.00 0.0 25 27.0 38.7 79.4 2.157 10.00 0.050 0.5 Pipe: 21 0.0 0.0 10.00 120 0.5 27 27.0 39.7 79.4 25 2.000 ---- 0.00 0.0 26 27.0 39.2 79.4 2.157 10.00 0.050 0.5 Pipe: 22 0.0 0.0 10.00 120 0.5 28 27.0 40.2 79.4 26 2.000 ---- 0.00 0.0 27 27.0 39.7 79.4 2.157 10.00 0.050 0.5 Pipe: 23 0.0 0.0 10.00 120 0.5 29 27.0 40.7 79.4 27 2.000 ---- 0.00 0.0 28 27.0 40.2 79.4 2.157 10.00 0.050 0.5 Pipe: 24 0.0 0.0 121.20 120 6.6 30 27.0 47.4 79.4 28 2.000 T:12 12.31 0.0 29 27.0 40.7 79.4 2.157 133.51 0.050 6.6 Pipe: 25 16.80 79.3 Disch 8.00 120 0.4 32 27.0 22.7 0.0 2.000 ---- 0.00 0.0 31 27.0 22.3 79.3 2.157 8.00 0.050 0.4 Pipe: 26 16.80 80.0 Disch 10.00 120 1.8 33 27.0 24.5 79.3 31 2.000 ---- 0.00 0.0 32 27.0 22.7 159.2 2.157 10.00 0.180 1.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Non ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 16.80 83.1 Disch 10.00 120 3.9 34 27.0 28.4 159.2 32 2.000 ---- 0.00 0.0 33 27.0 24.5 242.3 2.157 10.00 0.393 3.9 Pipe: 28 16.80 89.5 Disch 3.20 120 10.9 35 27.0 39.3 242.3 33 2.000 T:12 12.31 0.0 34 27.0 28.4 331.8 2.157 15.51 0.702 10.9 Pipe: 29 16.80 105.1 Disch 6.80 120 0.1 35 27.0 39.3 -79.4 37 2.000 T:12 12.31 0.0 36 27.0 39.2 25.7 2.157 19.11 0.006 0.1 Pipe: 30 16.80 105.1 Disch 10.00 120 0.5 37 27.0 39.7 -25.7 35 2.000 ---- 0.00 0.0 36 27.0 39.2 79.4 2.157 10.00 0.050 0.5 Pipe: 31 0.0 0.0 10.00 120 0.5 38 27.0 40.2 79.4 36 2.000 ---- 0.00 0.0 37 27.0 39.7 79.4 2.157 10.00 0.050 0.5 Pipe: 32 0.0 0.0 10.00 120 0.5 39 27.0 40.6 79.4 37 2.000 ---- 0.00 0.0 38 27.0 40.2 79.4 2.157 10.00 0.050 0.5 Pipe: 33 0.0 0.0 10.00 120 0.5 40 27.0 41.1 79.4 38 2.000 ---- 0.00 0.0 39 27.0 40.6 79.4 2.157 10.00 0.050 0.5 Pipe: 34 0.0 0.0 121.20 120 6.6 41 27.0 47.8 79.4 39 2.000 T:12 12.31 0.0 40 27.0 41.1 79.4 2.157 133.51 0.050 6.6 Pipe: 35 0.0 792.3 35 158.00 120 7.8 43 27.0 48.4 -719.2 44 2.000 2T:25 24.61 0.0 42 27.0 40.6 73.2 2.157 182.61 0.043 7.8 Pipe: 36 0.0 719.2 42 205.00 120 1.5 45 27.0 49.1 -693.4 46 2.000 3T:37 36.92 0.0 44 27.0 47.6 25.8 2.157 241.92 0.006 1.5 Pipe: 37 0.0 693.4 44 205.00 120 1.3 47 27.0 49.9 -669.5 48 2.000 3T:37 36.92 0.0 46 27.0 48.6 23.8 2.157 241.92 0.005 1.3 Pipe: 38 0.0 669.5 46 205.00 120 1.2 49 27.0 50.7 -646.6 50 2.000 3T:37 36.92 0.0 48 27.0 49.5 23.0 2.157 241.92 0.005 1.2 Pipe: 39 0.0 646.6 48 205.00 120 1.2 51 27.0 51.7 -623.2 52 2.000 3T:37 36.92 0.0 50 27.0 50.4 23.3 2.157 241.92 0.005 1.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 623.2 50 205.00 120 6.8 53 27.0 58.1 -564.8 54 2.000 3T:37 36.92 0.0 52 27.0 51.2 58.4 2.157 241.92 0.028 6.8 Pipe: 41 0.0 564.8 52 205.00 120 7.3 55 27.0 59.2 -504.4 56 2.000 3T:37 36.92 0.0 54 27.0 51.9 60.4 2.157 241.92 0.030 7.3 Pipe: 42 0.0 504.4 54 205.00 120 8.0 57 27.0 60.5 -440.7 58 2.000 3T:37 36.92 0.0 56 27.0 52.5 63.7 2.157 241.92 0.033 8.0 Pipe: 43 0.0 440.7 56 205.00 120 9.1 59 27.0 62.0 -372.5 60 2.000 3T:37 36.92 0.0 58 27.0 52.9 68.2 2.157 241.92 0.038 9.1 Pipe: 44 0.0 372.5 58 205.00 120 10.4 61 27.0 63.6 -299.0 62 2.000 3T:37 36.92 0.0 60 27.0 53.2 73.5 2.157 241.92 0.043 10.4 Pipe: 45 0.0 299.0 60 205.00 120 10.5 63 27.0 63.9 -225.2 64 2.000 3T:37 36.92 0.0 62 27.0 53.4 73.8 2.157. 241.92 0.043 10.5 Pipe: 46 0.0 225.2 62 205.00 120 10.7 65 27.0 64.2 -150.7 66 2.000 3T:37 36.92 0.0 64 27.0 53.5 74.5 2.157 241.92 0.044 10.7 Pipe: 47 0.0 150.7 64 205.00 120 11.0 67 27.0 64.5 -75.3 68 2.000 3T:37 36.92 0.0 66 27.0 53.6 75.4 2.157 241.92 0.045 11.0 Pipe: 48 0.0 0.0 205.00 120 10.9 69 27.0 64.5 75.3 66 2.000 3T:37 36.92 0.0 68 27.0 53.6 75.3 2.157 241.92 0.045 10.9 Pipe: 49 0.0 137.2 5 10.00 120 0.0 1 27.0 39.2 -68.7 4 4.000 ---- 0.00 0.0 3 27.0 39.2 68.5 4.260 10.00 0.001 0.0 Pipe: 50 0.0 206.4 7 10.00 120 0.0 3 27.0 39.2 -69.2 6 4.000 ---- 0.00 0.0 5 27.0 39.1 137.2 4.260 10.00 0.005 0.0 Pipe: 51 0.0 276.8 13 10.00 120 0.1 5 27.0 39.1 -70.3 8 4.000 ---- 0.00 0.0 7 27.0 39.0 206.4 4.260 10.00 0.011 0.1 Pipe: 52 0.0 26.5 14 10.00 120 0.2 7 27.0 39.0 329.9 12 4.000 ---- 0.00 0.0 13 27.0 38.8 276.8 4.260 10.00 0.018 0.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 53 0.0 26.5 14 10.00 120 0.0 24 27.0 38.9 329.9 12 4.000 ---- 0.00 0.0 13 27.0 38.8 79.6 4.260 10.00 0.002 0.0 Pipe: 54 0.0 79.6 13 10.00 120 0.4 35 27.0 39.3 330.0 23 4.000 ---- 0.00 0.0 24 27.0 38.9 434.8 4.260 10.00 0.042 0.4 Pipe: 55 0.0 434.8 24 10.00 120 1.3 42 27.0 40.6 331.8 34 4.000 ---- 0.00 0.0 35 27.0 39.3 792.3 4.260 10.00 0.128 1.3 Pipe: 56 0.0 792.3 35 50.00 120 7.0 44 27.0 47.6 -73.2 43 4.000 2L:16 16.00 0.0 42 27.0 40.6 719.2 4.260 66.00 0.107 7.0 Pipe: 57 0.0 719.2 42 10.00 120 1.0 46 27.0 48.6 -25.8 45 4.000 ---- 0.00 0.0 44 27.0 47.6 693.4 4.260 10.00 0.100 1.0 Pipe: 58 0.0 693.4 44 10.00 120 0.9 48 27.0 49.5 -23.8 47 4.000 ---- 0.00 0.0 46 27.0 48.6 669.5 4.260 10.00 0.094 0.9 Pipe: 59 0.0 669.5 46 10.00 120 0.9 50 27.0 50.4 -23.0 49 4.000 ---- 0.00 0.0 48 27.0 49.5 646.6 4.260 10.00 0.088 0.9 Pipe: 60 0.0 646.6 48 10.00 120 0.8 52 27.0 51.2 -23.3 51 4.000 ---- 0.00 0.0 50 27.0 50.4 623.2 4.260 10.00 0.082 0.8 Pipe: 61 0.0 623.2 50 10.00 120 0.7 54 27.0 51.9 -58.4 53 4.000 ---- 0.00 0.0 52 27.0 51.2 564.8 4.260 10.00 0.068 0.7 Pipe: 62 0.0 564.8 52 10.00 120 0.6 56 27.0 52.5 -60.4 55 4.000 ---- 0.00 0.0 54 27.0 51.9 504.4 4.260 10.00 0.055 0.6 Pipe: 63 0.0 504.4 54 10.00 120 0.4 58 27.0 52.9 -63.7 57 4.000 ---- 0.00 0.0 56 27.0 52.5 440.7 4.260 10.00 0.043 0.4 Pipe: 64 0.0 440.7 56 9.50 120 0.3 60 27.0 53.2 -68.2 59 4.000 ---- 0.00 0.0 58 27.0 52.9 372.5 4.260 9.50 0.032 0.3 Pipe: 65 0.0 372.5 58 10.00 120 0.2 62 27.0 53.4 -73.5 61 4.000 ---- 0.00 0.0 60 27.0 53.2 299.0 4.260 10.00 0.021 0.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pflft. (Pf) Pipe: 66 0.0 299.0 60 10.00 120 0.1 64 27.0 53.5 -73.8 63 4.000 ---- 0.00 0.0 62 27.0 53.4 225.2 4.260 10.00 0.012 0.1 Pipe: 67 0.0 225.2 62 10.00 120 0.1 66 27.0 53.6 -74.5 65 4.000 ---- 0.00 0.0 64 27.0 53.5 150.7 4.260 10.00 0.006 0.1 Pipe: 68 0.0 150.7 64 10.00 120 0.0 68 27.0 53.6 -75.4 67 4.000 ---- 0.00 0.0 66 27.0 53.6 75.3 4.260 10.00 0.002 0.0 Pipe: 69 0.0 0.0 10.00 120 0.0 4 27.0 46.1 68.5 1 4.000 ---- 0.00 0.0 2 27.0 46.1 68.5 4.260 10.00 0.001 0.0 Pipe: 70 0.0 68.5 2 10.00 120 0.0 6 27.0 46.2 68.7 3 4.000 ---- 0.00 0.0 4 27.0 46.1 137.2 4.260 10.00 0.005 0.0 Pipe: 71 0.0 137.2 4 10.00 120 0.1 8 27.0 46.3 69.2 5 4.000 ---- 0.00 0.0 6 27.0 46.2 206.4 4.260 10.00 0.011 0.1 Pipe: 72 0.0 206.4 6 12.00 120 0.8 19 27.0 47.1 70.3 7 4.000 4L:32 32.00 0.0 8 27.0 46.3 276.8 4.260 44.00 0.018 0.8 Pipe: 73 0.0 276.8 8 10.00 120 0.3 30 27.0 47.4 78.1 18 4.000 ---- 0.00 0.0 19 27.0 47.1 354.8 4.260 10.00 0.029 0.3 Pipe: 74 0.0 354.8 19 10.00 120 0.4 41 27.0 47.8 79.4 29 4.000 ---- 0.00 0.0 30 27.0 47.4 434.2 4.260 10.00 0.042 0.4 Pipe: 75 0.0 434.2 30 10.00 120 0.6 43 27.0 48.4 79.4 40 4.000 ---- 0.00 0.0 41 27.0 47.8 513.6 4.260 10.00 0.057 0.6 Pipe: 76 0.0 513.6 41 10.00 120 0.7 45 27.0 49.1 73.2 42 4.000 ---- 0.00 0.0 43 27.0 48.4 586.8 4.260 10.00 0.073 0.7 Pipe: 77 0.0 586.8 43 10.00 120 0.8 47 27.0 49.9 25.8 44 4.000 ---- 0.00 0.0 45 27.0 49.1 612.5 4.260 10.00 0.079 0.8 Pipe: 78 0.0 612.5 45 10.00 120 0.9 49 27.0 50.7 23.8 46 4.000 ---- 0.00 0.0 47 27.0 49.9 636.4 4.260 10.00 0.085 0.9 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 79 0.0 636.4 47 10.00 120 0.9 51 27.0 51.7 23.0 48 4.000 ---- 0.00 0.0 49 27.0 50.7 659.4 4.260 10.00 0.091 0.9 Pipe: 80 0.0 659.4 49 50.00 120 6.4 53 27.0 58.1 23.3 50 4.000 2L:16 16.00 0.0 51 27.0 51.7 682.7 4.260 66.00 0.097 6.4 Pipe: 81 0.0 682.7 51 10.00 120 1.1 55 27.0 59.2 58.4 52 4.000 ---- 0.00 0.0 53 27.0 58.1 741.1 4.260 10.00 0.113 1.1 Pipe: 82 0.0 741.1 53 10.00 120 1.3 57 27.0 60.5 60.4 54 4.000 ---- 0.00 0.0 55 27.0 59.2 801.5 4.260 10.00 0.130 1.3 Pipe: 83 0.0 801.5 55 10.00 120 1.5 59 27.0 62.0 63.7 56 4.000 ---- 0.00 0.0 57 27.0 60.5 865.2 4.260 10.00 0.150 1.5 Pipe: 84 0.0 865.2 57 9.50 120 1.6 61 27.0 63.6 68.2 58 4.000 ---- 0.00 0.0 59 27.0 62.0 933.5 4.260 9.50 0.173 1.6 Pipe: 85 0.0 933.5 59 10.00 120 0.3 63 27.0 63.9 73.5 60 6.000 ---- 0.00 0.0 61 27.0 63.6 1006.9 6.357 10.00 0.028 0.3 Pipe: 86 0.0 1006.9 61 10.00 120 0.3 65 27.0 64.2 73.8 62 6.000 ---- 0.00 0.0 63 27.0 63.9 1080.7 6.357 10.00 0.032 0.3 Pipe: 87 0.0 1080.7 63 10.00 120 0.4 70 27.0 64.6 74.5 64 6.000 0.00 0.0 65 27.0 64.2 1155.2 6.357 10.00 0.037 0.4 Pipe: 88 0.0 75.3 69 10.00 120 0.1 70 270 64.6 75.4 66 4.000 ---- 0.00 0.0 67 27.0 64.5 150.7 4.260 10.00 0.006 0.1 Pipe: 89 0.0 0.0 10.00 120 0.0 67 27.0 64.5 75.3 68 4.000 ---- 0.00 0.0 69 27.0 64.5 75.3 4.260 10.00 0.002 0.0 Pipe: 90 0.0 150.7 67 406.00 120 5.8 TOR 27.0 70.4 1155.2 65 8.000 3L:45 45.00 0.0 70 27.0 64.6 1305.9 8.249 451.00 0.013 5.8 Pipe: 91 0.0 0.0 T:38 24.00 120 15.3 BOR 3.0 85.7 1305.9 70 6.000 C:40 82.00 -10.4 TOR 27.0 70.4 1305.9 6.357 G: 4 106.00 0.046 4.9 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 92 H.S. 100.0 Disch 5.00 120 3.3 BOR2 0.5 89.0 1305.9 TOR 6.000 T:38 38.00 -1.1 BOR 3.0 85.7 1405.9 6.357 43.00 0.053 2.3 Pipe: 93 0.0 0.0 15.00 150 0.8 DC1 0.0 89.9 1405.9 BOR 8.000 2L:40 40.00 -0.2 BOR2 0.5 89.0 1405.9 7.980 55.00 0.011 0.6 Pipe: 94 0.0 Fixed Pressure Loss Device DC2 0.0 98.4 1405.9 50R2 8.5 psi, 1405.9 gpm DC1 0.0 89.9 1405.9 Pipe: 95 Source 0.0 T:53 35.00 150 1.3 SOURCE 0.0 99.7 1405.9 DC1 8.000 L:20 79.00 0.0 DC2 0.0 98.4 1405.9 7.980 G: 6 114.00 0.011 1.3 NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 50100268 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an .average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.050 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 29.1 ft/sec at pipe 28. Notes WESTERN FIRE PROTECTION 13630 DANIELSON STREET P0 WAY, CA 92064 858-513-4949 858-513-1322 FAX Hydraulic Design Information Sheet Name: SKLZ PRO PERFORMANCE Location: 2081 FARADAY CARLSBAD, CA Building: WAREHOUSE SYSTEM #2 TYPICAL System No. 3 OF 3 MRA B Contractor: Construction: Date: 12-5-11 WESTERN FIRE PROTECTION - Contract No. Calculated By: WESTERN FIRE PROTECTION Drawing No. IZI Combustible 0 Non-Combustible Ceiling Height FP-4 28'-O" Ft. 0 Extra Hazard Date 10-4-11 SYSTPM flF.STCTN IZI NFPA13: O Light Hazard Ordinary Hazard Group 1 203 0 NFPA 231 U NFPA 23 IC: Figure: TABLE 17.2.2.1 Curve: 0 Other (Specify) ZSpecific Ruling KLAUSBRUCKNER REPORT Made By OWNER Area of Sprinkler Operation 15 HEADS CMSA System Type Density 22 PSI EA. Z Wet 0 Dry 0 Deluge 0 Pre-Action Area Per Sprinkler 100 Sprinkler or Nozzle Hose Allowance GPM: Inside 100 Make TYCO Model TY7 153 Hose Allowance GPM: Outside 400 Size 3/4" K-Factor: 16.8 Rack Sprinkler Allowance Temperature Rating 200 CALCULATION SUMMARY GPM Required 1198.7 PSI Required 80.9 At Base of Riser "C" Factor Used: Overhead 120 Underground 150 WATFP cirppi.v Water Flow Test Pump Data Tank or Reservoir Date & Time 11-23-118:20 AM Rated Capacity N/A Capacity Static PSI 117 At PSI Elevation N/A Residual PSI 115 Elevation GPM Flowing 2253 Well Elevation Proof Flow GPM Location ON SITE FIRE HYDRANTS Source of Information ON SITE FLOW TEST 10% REDUCTION USED IN CALCULATIONS UOMMODI'l'Y STORAGE Commodity SPORTING GOODS Storage Height 20'-0" Storage Method: Solid Piled Rack 0 Single Row Conventional Pallet Double Row 0 Slave Pallet Multiple Row U Open Flue Spacing In Inches Longitudinal Transverse 6" Horizontal Barriers Provided Class I-IV AND GRP A Location ENTIRE Area 40,000 Aisle Width 8' % Palletized % Rack 100 U Automatic Storage U Encapsulated 0 Solid Shelving Z Non-Encapsulated Clearance From Top of Storage to Ceiling 5 Ft. In. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRA1INGS\SKLZ\SKLZ-3 .SDF JOB TITLE: SKLZ SYSTEM #3 AREA B 0 0 0 m 0 0 (N 0 - 0 0 0 co H 0 0 L() H 0 0 (N H U) 04 Cl) fl Lo Zrl >o H 04 4J a4 M 4J cf)C/) 0 0 0 0 Cl 0 0 0 0 • 0 • 0 • 0 • 0 • 0 • H (N 0 00 '0 (N H H 04U)H— SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SOURCE 105.3 103.5 2253.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 104.2 1698.7 94.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1698.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1198.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 27.0 - - - - 43.8 - - - 2 27.0 - - - - 44.2 3 27.0 - - - - 43.8 4 27.0 - - - - 44.2 - - - 5 27.0 - - - - 43.8 6 27.0 - - - - 44.2 - - - 7 27.0 - - - - 43.8 8 27.0 - - - - 44.3 - - - 9 27.0 - - - - 43.7 - - - 10 27.0 - - - - 43.7 - - - 11 27.0 - - - - 43.7 - - - 12 27.0 - - - - 43.7 13 27.0 - - - - 43.7 14 27.0 K=16.80 23.1 80.7 15 27.0 K=16.80 22.1 79.0 16 27.0 K=16.80 22.0 78.8 17 27.0 K=16.80 22.2 79.1 18 27.0 K=16.80 23.3 81.1 19 27.0 - - - - 44.3 - - - 20 27.0 - - - - 43.8 - - - 21 27.0 - - - - 43.8 - - - 22 27.0 - - - - 43.8 - - - 23 27.0 - - - - 43.8 - - - 24 27.0 - - - - 43.8 25 27.0 K=16.80 23.1 80.8 26 27.0 K=16.80 22.2 79.1 27 27.0 K=16.80 22.1 78.9 28 27.0 K=16.80 22.2 79.2 29 27.0 K=16.80 23.4 81.2 30 27.0 - - - - 44.5 - - - 31 27.0 - - - - 44.0 - - - 32 27.0 - - - - 44.0 33 27.0 - - - - 44.0 - - - 34 27.0 - - - - 44.0 - - - 35 27.0 - - - - 44.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM 43 AREA B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 36 27.0 K=16.80 23.3 81.1 37 27.0 K=16.80 22.4 79.4 38 27.0 K=16.80 22.2 79.2 39 27.0 K=16.80 22.4 79.6 40 27.0 K=16.80 23.6 81.6 41 27.0 - - - - 45.0 - - - 42 27.0 - - - - 44.6 - - - 43 27.0 - - - - 45.9 - - - 44 27.0 - - - - 48.1 - - - 45 27.0 - - - - 47.0 - - - 46 27.0 - - - - 48.7 - - - 47 27.0 - - - - 48.0 - - - 48 27.0 - - - - 49.3 - - - 49 27.0 - - - - 48.9 - - - 50 27.0 - - - - 49.9 - - - 51 27.0 - - - - 49.8 - - - 52 27.0 - - - - 50.6 53 27.0 - - - - 55.6 54 27.0 - - - - 51.1 55. 27.0 - - - - 56.6 56 27.0 - - - - 51.5 57 27.0 - - - - 57.8 58 27.0 - - - - 51.9 59 27.0 - - - - 59.1 - - - 60 27.0 ---- 52.1 61 27.0 - - - - 60.5 62 27.0 - --- 52.3 63 27.0 - - - - 60.8 64 27.0 - - - - 52.4 - - - 65 27.0 - - - - 61.1 66 27.0 - - - - 52.5 67 27.0 - - - - 61.3 68 27.0 - - - - 52.5 69 27.0 - - - - 61.3 - - - 70 27.0 - - - - 61.4 TOR 27.0 - - - - 66.3 BOR 3.0 HOSE STREAM 80.9 100.0 BOR2 0.5 - - - - 83.9 DC1 0.0 - - - - 84.7 - - - DC2 0.0 - - - - 93.2 - - - SOURCE 0.0 SOURCE 94.3 1298.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/5/2011 C:\PROACTIVE\ESTERN FIRE\DRAINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 158.00 120 0.5 2 27.0 44.2 16.0 3 2.000 2T:25 24.61 0.0 1 27.0 43.8 16.0 2.157 182.61 0.003 0.5 Pipe: 2 0.0 32.1 5 158.00 120 0.5 4 27.0 44.2 -16.0 1 2.000 2T:25 24.61 0.0 3 27.0 43.8 16.1 2.157 182.61 0.003 0.5 Pipe: 3 0.0 48.3 7 158.00 120 0.5 6 27.0 44.2 -32.1 3 2.000 2T:25 24.61 0.0 5 27.0 43.8 16.2 2.157 182.61 0.003 0.5 Pipe: 4 0.0 64.7 13 158.00 120 0.5 8 27.0 44.3 -48.3 5 2.000 2T:25 24.61 0.0 7 27.0 43.8 16.5 2.157 182.61 0.003 0.5 Pipe: 5 0.0 0.0 8.00 120 0.0 9 27.0 43.7 0.0 2.000 ---- 0.00 0.0 10 27.0 43.7 0.0 2.157 8.00 0.000 0.0 Pipe: 6 0.0 0.0 10.00 120 0.0 11 27.0 43.7 0.0 2.000 ---- 0.00 0.0 10 27.0 43.7 0.0 2.157 10.00 0.000 0.0 Pipe: 7 0.0 0.0 10.00 120 0.0 11 27.0 43.7 0.0 2.000 ---- 0.00 0.0 12 27.0 43.7 0.0 2.157 10.00 0.000 0.0 Pipe: 8 0.0 0.0 3.20 120 0.0 13 27.0 43.7 0.0 2.000 T:12 12.31 0.0 12 27.0 43.7 0.0 2.157 15.51 0.000 0.0 Pipe: 9 16.80 80.7 Disch 66.80 120 20.7 13 27.0 43.7 113.8 15 2.000 T:12 12.31 0.0 14 27.0 23.1 194.5 2.157 79.11 0.261 20.7 Pipe: 10 16.80 79.0 Disch 10.00 120 1.0 14 27.0 23.1 34.8 16 2.000 ---- 0.00 0.0 15 27.0 22.1 113.8 2.157 10.00 0.097 1.0 Pipe: 11 16.80 78.8 Disch 10.00 120 0.1 15 27.0 22.1 -44.0 17 2.000 ---- 0.00 0.0 16 27.0 22.0 34.8 2.157 10.00 0.011 0.1 Pipe: 12 16.80 79.1 Disch 10.00 120 0.2 16 27.0 22.0 -35.1 18 2.000 ---- 0.00 0.0 17 27.0 22.2 44.0 2.157 10.00 0.017 0.2 Pipe: 13 16.80 79.1 Disch 10.00 120 1.1 18 27.0 23.3 44.0 16 2.000 ---- 0.00 0.0 17 27.0 22.2 123.1 2.157 10.00 0.112 1.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 16.80 81.1 Disch 61.20 120 21.0 19 27.0 44.3 123.1 17 2.000 T:12 12.31 0.0 18 27.0 23.3 204.2 2.157 73.51 0.286 21.0 Pipe: 15 0.0 0.0 8.00 120 0.0 20 27.0 43.8 0.0 2.000 ---- 0.00 0.0 21 27.0 43.8 0.0 2.157 8.00 0.000 0.0 Pipe: 16 0.0 0.0 10.00 120 0.0 22 27.0 43.8 0.0 2.000 ---- 0.00 0.0 21 27.0 43.8 0.0 2.157 10.00 0.000 0.0 Pipe: 17 0.0 0.0 10.00 120 0.0 23 27.0 43.8 0.0 2.000 ---- 0.00 0.0 22 27.0 43.8 0.0 2.157 10.00 0.000 0.0 Pipe: 18 0.0 0.0 3.20 120 0.0 24 27.0 43.8 0.0 2.000 T:12 12.31 0.0 23 27.0 43.8 0.0 2.157 15.51 0.000 0.0 Pipe: 19 16.80 80.8 Disch 66.80 120 20.7 24 27.0 43.8 113.6 26 2.000 T:12 12.31 0.0 25 27.0 23.1 194.4 2.157 79.11 0.261 20.7 Pipe: 20 16.80 79.1 Disch 10.00 120 1.0 25 27.0 23.1 34.5 27 2.000 ---- 0.00 0.0 26 27.0 22.2 113.6 2.157 10.00 0.097 1.0 Pipe: 21 16.80 78.9 Disch 10.00 120 0.1 26 27.0 22.2 -44.4 28 2.000 ---- 0.00 0.0 27 27.0 22.1 34.5 2.157 10.00 0.011 0.1 Pipe: 22 16.80 79.2 Disch 10.00 120 0.2 27 27.0 22.1 -34.8 29 2.000 ---- 0.00 0.0 28 27.0 22.2 44.4 2.157 10.00 0.017 0.2 Pipe: 23 16.80 79.2 Disch 10.00 120 1.1 29 27.0 23.4 44.4 27 2.000 ---- 0.00 0.0 28 27.0 22.2 123.6 2.157 10.00 0.113 1.1 Pipe: 24 16.80 81.2 Disch 61.20 120 21.1 30 27.0 44.5 123.6 28 2.000 T:12 12.31 0.0 29 27.0 23.4 204.7 2.157 73.51 0.287 21.1 Pipe: 25 0.0 0.0 8.00 120 0.0 32 27.0 44.0 0.0 2.000 ---- 0.00 0.0 31 27.0 44.0 0.0 2.157 8.00 0.000 0.0 Pipe: 26 0.0 0.0 10.00 120 0.0 32 27.0 44.0 0.0 2.000 ---- 0.00 0.0 33 27.0 44.0 0.0 2.157 10.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 0.0 0.0 10.00 120 0.0 33 27.0 44.0 0.0 2.000 ---- 0.00 0.0 34 27.0 44.0 0.0 2.157 10.00 0.000 0.0 Pipe: 28 0.0 0.0 3.20 120 0.0 35 27.0 44.0 0.0 2.000 T:12 12.31 0.0 34 27.0 44.0 0.0 2.157 15.51 0.000 0.0 Pipe: 29 16.80 81.1 Disch 66.80 120 20.7 35 27.0 44.0 113.6 37 2.000 T:12 12.31 0.0 36 27.0 23.3 194.7 2.157 79.11 0.262 20.7 Pipe: 30 16.80 79.4 Disch 10.00 120 1.0 36 27.0 23.3 34.2 38 2.000 ---- 0.00 0.0 37 27.0 22.4 113.6 2.157 10.00 0.097 1.0 Pipe: 31 16.80 79.2 Disch 10.00 120 0.1 37 27.0 22.4 -45.1 39 2.000 ---- 0.00 0.0 38 27.0 22.2 34.2 2.157 10.00 0.010 0.1 Pipe: 32 16.80 79.6 Disch 10.00 120 0.2 38 27.0 22.2 -34.5 40 2.000 ---- 0.00 0.0 39 27.0 22.4 45.1 2.157 10.00 0.017 0.2 Pipe: 33 16.80 79.6 Disch 10.00 120 1.1 40 27.0 23.6 45.1 38 2.000 ---- 0.00 0.0 39 27.0 22.4 124.6 2.157 10.00 0.115 1.1 Pipe: 34 16.80 81.6 Disch 61.20 120 21.4 41 27.0 45.0 124.6 39 2.000 T:12 12.31 0.0 40 27.0 23.6 206.2 2.157 73.51 0.291 21.4 Pipe: 35 0.0 518.9 35 158.00 120 1.3 43 27.0 45.9 -490.9 44 2.000 2T:25 24.61 0.0 42 27.0 44.6 27.9 2.157 182.61 0.007 1.3 Pipe: 36 0.0 707.8 43 205.00 120 1.1 44 27.0 48.1 -685.8 47 2.000 3T:37 36.92 0.0 45 27.0 47.0 22.0 2.157 241.92 0.005 1.1 Pipe: 37 0.0 513.0 44 205.00 120 0.7 47 27.0 48.0 -495.7 48 2.000 3T:37 36.92 0.0 46 27.0 48.7 17.3 2.157 241.92 0.003 0.7 Pipe: 38 0.0 530.2 46 205.00 120 0.4 49 27.0 48.9 -517.8 50 2.000 3T:37 36.92 0.0 48 27.0 49.3 12.5 2.157 241.92 0.002 0.4 Pipe: 39 0.0 542.7 48 205.00 120 0.1 51 27.0 49.8 -536.0 52 2.000 3T:37 36.92 0.0 50 27.0 49.9 6.7 2.157 241.92 0.001 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 40 0.0 549.5 50 205.00 120 5.1 53 27.0 55.6 -499.8 54 2.000 3T:37 36.92 0.0 52 27.0 50.6 49.7 2.157 241.92 0.021 5.1 Pipe: 41 0.0 499.8 52 205.00 120 5.5 55 27.0 56.6 -447.7 56 2.000 3T:37 36.92 0.0 54 27.0 51.1 52.1 2.157 241.92 0.023 5.5 Pipe: 42 0.0 447.7 54 205.00 120 6.2 57 27.0 57.8 -392.1 58 2.000 3T:37 36.92 0.0 56 27.0 51.5 55.6 2.157 241.92 0.026 6.2 Pipe: 43 0.0 392.1 56 205.00 120 7.2 59 27.0 59.1 -331.9 60 2.000 3T:37 36.92 0.0 58 27.0 51.9 60.2 2.157 241.92 0.030 7.2 Pipe: 44 0.0 331.9 58 205.00 120 8.4 61 27.0 60.5 -266.5 62 2.000 3T:37 36.92 0.0 60 27.0 52.1 65.3 2.157 241.92 0.035 8.4 Pipe: 45 0.0 266.5 60 205.00 120 8.5 63 27.0 60.8 -200.9 64 2.000 3T:37 36.92 0.0 62 27.0 52.3 65.7 2.157 241.92 0.035 8.5 Pipe: 46 0.0 200.9 62 205.00 120 8.7 65 27.0 61.1 -134.5 66 2.000 3T:37 36.92 0.0 64 27.0 52.4 66.4 2.157 241.92 0.036 8.7 Pipe: 47 0.0 134.5 64 205.00 120 8.9 67 27.0 61.3 -67.2 68 2.000 3T:37 36.92 0.0 66 27.0 52.5 67.3 2.157 241.92 0.037 8.9 Pipe: 48 0.0 0.0 205.00 120 8.8 69 27.0 61.3 67.2 66 2.000 3T:37 36.92 0.0 68 27.0 52.5 67.2 2.157 241.92 0.037 8.8 Pipe: 49 0.0 32.1 5 10.00 120 0.0 1 27.0 43.8 -16.1 4 4.000 ---- 0.00 0.0 3 27.0 43.8 16.0 4.260 10.00 0.000 0.0 Pipe: 50 0.0 48.3 7 10.00 120 0.0 3 27.0 43.8 -16.2 6 4.000 ---- 0.00 0.0 5 27.0 43.8 32.1 4.260 10.00 0.000 0.0 Pipe: 51 0.0 64.7 13 10.00 120 0.0 5 27.0 43.8 -16.5 8 4.000 ---- 0.00 0.0 7 27.0 43.8 48.3 4.260 10.00 0.001 0.0 Pipe: 52 0.0 194.5 14 10.00 120 0.0 7 27.0 43.8 0.0 12 4.000 ---- 0.00 0.0 13 27.0 43.7 64.7 4.260 10.00 0.001 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/5/2011 C:\PROACTIVE\WESTERN E'IRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM 4t3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 53 0.0 194.5 14 10.00 120 0.0 24 27.0 43.8 0.0 12 4.000 ---- 0.00 0.0 13 27.0 43.7 129.7 4.260 10.00 0.004 0.0 Pipe: 54 0.0 129.7 13 10.00 120 0.2 35 27.0 44.0 0.0 23 4.000 ---- 0.00 0.0 24 27.0 43.8 324.2 4.260 10.00 0.024 0.2 Pipe: 55 0.0 324.2 24 10.00 120 0.6 42 27.0 44.6 0.0 34 4.000 ---- 0.00 0.0 35 27.0 44.0 518.9 4.260 10.00 0.058 0.6 Pipe: 56 0.0 518.9 35 50.00 120 3.5 44 27.0 48.1 -27.9 43 4.000 2L:16 16.00 0.0 42 27.0 44.6 490.9 4.260 66.00 0.053 3.5 Pipe: 57 0.0 490.9 42 10.00 120 0.6 46 27.0 48.7 22.0 45 4.000 ---- 0.00 0.0 44 27.0 48.1 513.0 4.260 10.00 0.057 0.6 Pipe: 58 0.0 513.0 44 10.00 120 0.6 48 27.0 49.3 17.3 47 4.000 ---- 0.00 0.0 46 27.0 48.7 530.2 4.260 10.00 0.061 0.6 Pipe: 59 0.0 530.2 46 10.00 120 0.6 50 27.0 49.9 12.5 49 4.000 ---- 0.00 0.0 48 27.0 49.3 542.7 4.260 10.00 0.063 0.6 Pipe: 60 0.0 542.7 48 10.00 120 0.6 52 27.0 50.6 6.7 51 4.000 ---- 0.00 0.0 50 27.0 49.9 549.5 4.260 10.00 0.065 0.6 Pipe: 61 0.0 549.5 50 10.00 120 0.5 54 27.0 51.1 -49.7 53 4.000 ---- 0.00 0.0 52 27.0 50.6 499.8 4.260 10.00 0.054 0.5 Pipe: 62 0.0 499.8 52 10.00 120 0.4 56 27.0 51.5 -52.1 55 4.000 ---- 0.00 0.0 54 27.0 51.1 447.7 4.260 10.00 0.044 0.4 Pipe: 63 0.0 447.7 54 10.00 120 0.3 58 27.0 51.9 -55.6 57 4.000 ---- 0.00 0.0 56 27.0 51.5 392.1 4.260 10.00 0.035 0.3 Pipe: 64 0.0 392.1 56 9.50 120 0.2 60 27.0 52.1 -60.2 59 4.000 ---- 0.00 0.0 58 27.0 51.9 331.9 4.260 9.50 0.026 0.2 Pipe: 65 0.0 331.9 58 10.00 120 0.2 62 27.0 52.3 -65.3 61 4.000 ---- 0.00 0.0 60 27.0 52.1 266.5 4.260 10.00 0.017 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 66 0.0 266.5 60 10.00 120 0.1 64 27.0 52.4 -65.7 63 4.000 ---- 0.00 0.0 62 27.0 52.3 200.9 4.260 10.00 0.010 0.1 Pipe: 67 0.0 200.9 62 10.00 120 0.0 66 27.0 52.5 -66.4 65 4.000 ---- 0.00 0.0 64 27.0 52.4 134.5 4.260 10.00 0.005 0.0 Pipe: 68 0.0 134.5 64 10.00 120 0.0 68 27.0 52.5 -67.3 67 4.000 ---- 0.00 0.0 66 27.0 52.5 67.2 4.260 10.00 0.001 0.0 Pipe: 69 0.0 0.0 10.00 120 0.0 4 27.0 44.2 16.0 1 4.000 ---- 0.00 0.0 2 27.0 44.2 16.0 4.260 10.00 0.000 0.0 Pipe: 70 0.0 16.0 2 10.00 120 0.0 6 27.0 44.2 16.1 3 4.000 ---- 0.00 0.0 4 27.0 44.2 32.1 4.260 10.00 0.000 0.0 Pipe: 71 0.0 32.1 4 10.00 120 0.0 8 27.0 44.3 16.2 5 4.000 ---- 0.00 0.0 6 27.0 44.2 48.3 4.260 10.00 0.001 0.0 Pipe: 72 0.0 48.3 6 12.00 120 0.1 19 27.0 44.3 16.5 7 4.000 4L:32 32.00 0.0 8 27.0 44.3 64.7 4.260 44.00 0.001 0.1 Pipe: 73 0.0 64.7 8 10.00 120 0.2 30 27.0 44.5 204.2 18 4.000 ---- 0.00 0.0 19 27.0 44.3 268.9 4.260 10.00 0.017 0.2 Pipe: 74 0.0 268.9 19 10.00 120 0.5 41 27.0 45.0 204.7 29 4.000 ---- 0.00 0.0 30 27.0 44.5 473.7 4.260 10.00 0.049 0.5 Pipe: 75 0.0 473.7 30 10.00 120 1.0 43 27.0 45.9 206.2 40 4.000 ---- 0.00 0.0 41 27.0 45.0 679.9 4.260 10.00 0.096 1.0 Pipe: 76 0.0 679.9 41 10.00 120 1.0 45 27.0 47.0 27.9 42 4.000 ---- 0.00 0.0 43 27.0 45.9 707.8 4.260 10.00 0.104 1.0 Pipe: 77 0.0 707.8 43 10.00 120 1.0 47 27.0 48.0 -22.0 44 4.000 ---- 0.00 0.0 45 27.0 47.0 685.8 4.260 10.00 0.098 1.0 Pipe: 78 0.0 685.8 45 10.00 120 0.9 49 27.0 48.9 -17.3 46 4.000 ---- 0.00 0.0 47 27.0 48.0 668.5 4.260 10.00 0.093 0.9 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM %3 AREA B Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Mom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 79 0.0 668.5 47 10.00 120 0.9 51 27.0 49.8 -12.5 48 4.000 ---- 0.00 0.0 49 27.0 48.9 656.0 4.260 10.00 0.090 0.9 Pipe: 80 0.0 656.0 49 50.00 120 5.8 53 27.0 55.6 -6.7 50 4.000 2L:16 16.00 0.0 51 27.0 49.8 649.3 4.260 66.00 0.088 5.8 Pipe: 81 0.0 649.3 51 10.00 120 1.0 55 27.0 56.6 49.7 52 4.000 ---- 0.00 0.0 53 27.0 55.6 699.0 4.260 10.00 0.101 1.0 Pipe: 82 0.0 699.0 53 10.00 120 1.2 57 27.0 57.8 52.1 54 4.000 ---- 0.00 0.0 55 27.0 56.6 751.1 4.260 10.00 0.116 1.2 Pipe: 83 0.0 751.1 55 10.00 120 1.3 59 27.0 59.1 55.6 56 4.000 ---- 0.00 0.0 57 27.0 57.8 806.7 4.260 10.00 0.132 1.3 Pipe: 84 0.0 806.7 57 9.50 120 1.4 61 27.0 60.5 60.2 58 4.000 ---- 0.00 0.0 59 27.0 59.1 866.9 4.260 9.50 0.151 1.4 Pipe: 85 0.0 866.9 59 10.00 120 0.2 63 27.0 60.8 65.3 60 6.000 ---- 0.00 0.0 61 27.0 60.5 932.2 6.357 10.00 0.025 0.2 Pipe: 86 0.0 932.2 61 10.00 120 0.3 65 27.0 61.1 65.7 62 6.000 ---- 0.00 0.0 63 27.0 60.8 997.9 6.357 10.00 0.028 0.3 Pipe: 87 0.0 997.9 63 10.00 120 0.3 70 27.0 61.4 66.4 64 6.000 ---- 0.00 0.0 65 27.0 61.1 1064.3 6.357 10.00 0.031 0.3 Pipe: 88 0.0 67.2 69 10.00 120 0.0 70 27.0 61.4 67.3 66 4.000 ---- 0.00 0.0 67 27.0 61.3 134.5 4.260 10.00 0.005 0.0 Pipe: 89 0.0 0.0 10.00 120 0.0 67 27.0 61.3 67.2 68 4.000 ---- 0.00 0.0 69 27.0 61.3 67.2 4.260 10.00 0.001 0.0 Pipe: 90 0.0 134.5 67 406.00 120 5.0 TOR 27.0 66.3 1064.3 65 8.000 3L:45 45.00 0.0 70 27.0 61.4 1198.7 8.249 451.00 0.011 5.0 Pipe: 91 0.0 0.0 T:38 24.00 120 14.5 BOR 3.0 80.9 1198.7 70 6.000 C:40 82.00 -10.4 TOR 27.0 66.3 1198.7 6.357 G: 4 106.00 0.039 4.1 Notes Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 92 H.S. 100.0 Disch 5.00 120 BOR2 0.5 83.9 1198.7 TOR 6.000 T:38 38.00 BOR 3.0 80.9 1298.7 6.357 43.00 0.045 Pipe: 93 0.0 0.0 15.00 150 DC1 0.0 84.7 1298.7 BOR 8.000 2L:40 40.00 BOR2 0.5 83.9 1298.7 7.980 55.00 0.010 Pipe: 94 0.0 Fixed Pressure Loss Device DC2 0.0 93.2 1298.7 BOR2 8.5 psi, 1298.8 gpm DC1 0.0 84.7 1298.8 Pipe: 95 Source 0.0 T:53 35.00 150 SOURCE 0.0 94.3 1298.7 DC1 8.000 L:20 79.00 DC2 0.0 93.2 1298.7 7.980 G: 6 114.00 0.010 (Pt) (Pe) (Pf) 3.0 -1.1 2.0 0.8 -0.2 0.5 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/5/2011 C:\PROACTIVE\WESTERN FIRE\DRAWINGS\SKLZ\SKLZ-3.SDF JOB TITLE: SKLZ SYSTEM #3 AREA B NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 50100268 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.174 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.5 ft/sec at pipe 84. a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 21.999 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 22.008 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 22.118 psi tIlCe Fire Suppression & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Ultra K17 - 16.8 K-factor Upright Specific Application Control Mode Sprinkler Standard Response, 155°F/680C & 200°F1930C General Description The Tyco® 16.8 K-factor, Ultra K17, 155°F/680C & 200°F/93°C, Standard Response, Upright Specific Applica- tion Control Mode Sprinklers (Ref. Fig- ure 1) are automatic sprinklers of the frangible bulb type. They are intended for use with National Fire Protection Association and Factory Mutual Re- search Corporation "specific applica- tion control mode" installation criteria for the protection of high piled storage. The Ultra K17 Sprinklers can provide a higher level of protection than stand- ard spray sprinklers and, in some cases, they can provide an economical advantage by eliminating in-rack sprinklers. Applications for the Ultra K17 Upright Specific Application Control Mode Sprinklers are expanding beyond the current "specific application" list- ings/approvals. For information re- garding research fire tests which may be acceptable to an Authority Having Jurisdiction, please contact the Tech- nical Services Department. ILIIl(1 The 16.8 K-factor, Ultra K17 Upright Specific Application Control Mode IMPORTANT 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 in- stallation 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. Sprinklers described herein must be installed and maintained in compli- ance with this document and with the applicable standards of the National Fire Protection Association, in addition to the standards of any authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number TY7153 TY7153 is a redesignation for C7153, G1887, and S8042. Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Specific details for laboratory listings and approvals given in Table A. The approvals apply to the service conditions indicated in the Design Cri- teria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT or ISO 7-R314 Discharge Coefficients K = 16.8 GPM/psi112 (241,9 LPM/barl/2) Temperature Ratings 155°F/68°C and 200°F/93°C Finish Natural Brass Physical Characteristics Frame ............Bronze Button ............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb .......Glass (5 mm dia.) Compression Screw ......... Brass Deflector . . . Chrome Plated Brass tRegistered trademark of DuPont. Page 1 of 4 JANUARY, 2009 TFP330 Page 2 of 4 TFP33O SPRINKLER FINISH TYPE TEMP. BULB LIQUID NATURAL BRASS wl CHROME DEFLECTOR UPRIGHT K16.8 (TY7153) 155"F/66°C Red 3,4 200°F/93"C Green 1, 2, 3,4 NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA 177-03-E. TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Design Criteria UL and C-UL Listing Requirements The Tyco® Ultra K17 (1Y7153) Sprin- klers with a 200°F1930C temperature rating may be installed in accordance with NFPA 13 "Specific Application Control Mode Sprinkler (for Storage Use)" requirements to provide ceiling only protection (i.e., no in-rack sprin- klers) for high piled storage occupan- cies (Solid-piled, palletized and rack storage including but not limited to Class l-IV and Group A plastics) using the following criteria: a storage height of up to 25 feet (7,6 m); a maximum ceiling height of 30 feet (9,1 m); a minimum aisle width of 8 feet (2,4 m) for rack storage of Group A plas- tic commodity stored from 20 feet to 25 feet (6,1 to 7,6 m) and with ceiling heights to 30 feet (9,1 m); a minimum deflector to top of stor- age clearance of 36 inches (0,9m); a maximum coverage area of 100 ft2 (9,1 m2); a minimum coverage area of 80 ft2 (7,3 m2); NFPA spacing criteria for large drop sprinklers, i.e. 12 feet (3,6 m) maximum for unob- structed construction, 10 feet (3,0 m) maximum for rack storage applications, 10 feet (3,0 m) maximum for ob- structed construction, and NFPA deflector-to-ceiling distances for large drop sprinklers; NFPA obstruction criteria for large drop sprinklers; no additional column protection is required; a hydraulic design of: 15 sprinklers at 10 psi (0,7 bar) for Class I & II commodities, or 15 sprinklers at 22 psi (1,5 bar) for Class III, IV, and cartoned or uncar- toned unexpanded Group A and B plastics; and, wet systems only (including preac- tion systems that qualify as wet-pipe systems) FM Approval Requirements TheTyco® 16.8 K-factor, Ultra K17 (TY7153) Sprinklers may be installed with the applicable "specific applica- tion control mode" guidelines provided by Factory Mutual. (FM guidelines may differ from UL and C-UL Listing crite- ria.) Operation 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 flow water. Installation I(.IIrs'1 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 horizontal, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). The Ultra K17 Sprinklers must be in- stalled in accordance with the follow- ing instructions: Step 1. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Ultra K17 Sprinkler into the sprin- kler fitting. Step 2. Using the W-Type 8 Sprinkler Wrench (Ref. Fig. 2) applied to the sprinkler Wrench Flats (Ref. Fig. 1), tighten the Ultra K17 Sprinkler into the sprinkler fitting. NOTICE A leak tight 3/4 inch NPT sprinkler joint should be obtained with a minimum to maximum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler with consequent leakage or impairment of the sprinkler. 8 feet (2,4 m) minimum; TFP330 Page 3 of 4 WRENCH FLAT 2-3/8" (60,3 mm) 3/4 1/2" (12.7 mm) NPT NOMINAL MAKE—IN - 1 1 - Frame 4 - Bulb • Temperature rating is ** Pipe thread 2 - Button 5 - Compression Screw indicated on deflector. connections per ISO 3 - Sealing Assembly 6 - Deflector* 7/1 can be provided FIGURE 1 on special request. ULTRA Ku, 155°F!68°C & 200°F193°C, UPRIGHT (TY7153) SPRINKLERS Care and Maintenance The Tyco® Ultra K17 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTICE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties 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 otherwise altered after leaving the factory. Modi- fied 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 dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. RECESS FIGURE 2 W-TYPE 8 SPRINKLER WRENCH Page 4 of 4 TFP33O Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by TFSBP. No warranty is given for products or components manufac- tured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper installa- tion, corrosion, or which have not been installed, maintained, modified or re- paired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor, author- izes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possi- bility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Re- fer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), 16.8 K-factor, Ultra K17, (specify temperature rat- ing), Upright Specific Application Con- trol Mode Sprinkler, P/N (specify). Upright (SIN TY7153) 155F/68C ..............PSN 51-887-1-155 200'F193C ..............PSN 51-887-1-200 Sprinkler Wrench: Specify: W-Type 8 Sprinkler Wrench, P/N 56-892-1-001. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SS KLAUSB RLICKN ER 4105 Sorrento Valley Blvd. AND ASSOCIATES Carlsbad, CA 92121 Tel: (858) 677-9878 Fax: (858) 677-9894 Pro Performance/ SKLZ 2081 Faraday Avenue Carlsbad, CA High-Piled Combustible Storage Report Rev 2.0 November 30, 2011 :• Additional Info: :• Revision Comments Date By 1.0 Preliminary research September 12, 2011 EK 1.1 Revise square footage totals October 4, 2011 EK 1.2 Sq. ft revised based on information provided by the architect of record. November 15, 2011 EK 2.0 Revised report to include double-row racks. November 30, 2011 I EK :• DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by Pro Performance for the storage & occupancy conditions described in this report. Pro Performance conditions and operations addressed herein are based on information provided to the report by Pro Performance. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Pro Performance. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Pro Performance shall be utilized only by Pro Performance for the storage and occupancy conditions and the 2010 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. I Rev 2.0 I I Page iii Pro Perforinance/SKLZ - 2081 I KAUSBRUCKNE I I FaradayAvenue, Carlsbad, CA AND ASSOCIATES I Table of Contents SUMMARY TABLE.............................................................................................................................1 1.1 COMBUSTIBLE STORAGE ......................................................................................................................I INTRODUCTION.................................................................................................................................4 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES.................................................5 3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................5 3.2 OCCUPANCIES ......................................................................................................................................5 HIGH-PILED STORAGE REQUIREMENTS .................................................................................. 6 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.................................................................................................6 4.1.1 Rack Storage Area.......................................................................................................................6 4.1.2 Offices ............................................................................ . ............................................................. 8 4.2 ALARM/MONITORING ........................................................................................................................... 8 4.3 BUILDING ACCESS/DOORS ...................................................................................................................9 4.4 SMOKE AND HEAT VENTS ....................................................................................................................9 4.5 CURTAIN BOARDS .............................................................................................................................. 10 4.6 FIRE EXTINGUISHERS .........................................................................................................................10 4.7 AISLE WIDTHS ...................................................................................................................................10 4.8 GENERAL FIRE PROTECTION & MAINTENANCE .................................................................................. 11 MEANS OF EGRESS.........................................................................................................................12 5.1 OFFICES [B OCCUPANCY]...................................................................................................................12 5.2 MANUFACTURING [F-I OCCUPANCY] ................................................................................................12 5.3 STORAGE [S-I OCCUPANCY]..............................................................................................................12 EXPOSURES.......................................................................................................................................13 7.1 OCCUPANCY SEPARATION..................................................................................................................13 7.2 ALLOWABLE AREA AND SIDEYARDS..................................................................................................13 CONCLUSION....................................................................................................................................14 APPENDIX A: ATTACHMENTS....................................................................................................15 I Rev 2.0 I I Page iii Pro Perfonnance/SKLZ— 2081 I KLAUSRUCKNER I I Faraday Avenue. Carlsbad, CA I AND ASSOCIATES I 1. Summary Table 1.1 Combustible Storage TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type Existing Building - No proposed changes. Approximate Entire Building: 147,946 ft2 Square Footage Warehouse/High Piled Storage: I 04,900ft2 [S- 1, Storage] Office (1 ft Floor & Mezzanine): 43,046 ft2 [B, Office Space] Occupancy CBC Sections 302 Mixed Use Groups: B (Office) and S-l(Storage). -312 No occupancy separation required between B and S- 1. Storage Commodity CFC Sections Commodity: I-N and High Hazard [Cartoned Unexpanded Group A 2303.1, 2303.5, Plastics] 2303.7.1, and Figure 2303 .7.4 Automatic CFC 2308. 1, Rack Storage Area Sprinkler Protection: Group A Plastics, Sprinkler 2308.2, Table Unexpanded, Cartoned Protection 2306.2 Maximum Storage Height: 25'-0" Maximum Ceiling Height: <27'-lO" NFPA-13, 2010, Aisle Widths: 2 101-0" Sections 3.9.3.7.1, Double-Row and Multiple-Row Racks 3.9.3.7.3, Open shelves, area> 50% open 3.9.3.7.5, Maximum spacing for storage with density >0.25 = 100 & 3.9.3.7.7, Maximum spacing between ceiling sprinklers for storage with Table 8.6.2.2.1(d) density >0.25 = 12'-0" Ceiling Sprinkler Option #1: NFPA-13, 2010, Maximum storage heights 25'-0" Sections 8.5.6.1, Maximum ceiling heights 30'-0" 12.6.2, 12.6.3, 16.8 k-factor ceiling sprinklers, listed for storage. 17.1.2.1, Figure Ceiling density 0.80 gpm/ft2 over 2,000 ft' remote area 17.1.2.1, Sections Minimum required aisle widths 3'-6" 17.1.2.4, Minimum clearance 18" above storage 17.2.1.2. 1, Figure Hose allowance 500 gpm 17.2.1.2.1(e), sub- note '" Existing sprinkler system was designed with a density 010.45 17.2.4.3, Table gpm/f?, and remote area of2,000fr'. Removal of in-rack 172 131 sprinkler protection demand on system water supply may allow existing water supply to meet new criteria. Sprinkler contractor to provide hydraulic calculations. Ceiling Sprinkler Option #2: NFPA- 13, Section Maximum storage height 25'-0" 8. 11, Table Maximum ceiling heights 30'-0" 8.11.2.2.1, Section Control Mode Specific Application (CMSA) upright ceiling 8.11.6, 17.2.2.1, sprinklers, 16.8 k-factor Table 17.2.2.1, Minimum 15 flowing sprinklers at 22 psi Maximum coverage area 100 & Maximum distance between sprinklers 12'-0" Minimum distance between sprinklers 8'-0" Rev 2.0 Page 1 Pro Performance/SKLZ -2081 ICLAUSSNUCKNER Faraday Avenue, Carlsbad CA AND ASSOCIATES Topic CODE SECTION CRITERIA/REQUIREMENTS Minimum required aisle widths 8'-0" Minimum clearance 36' above storage Hose allowance 500 gpm Existing sprinkler system was designed with a density 010.45 gpm/ft', and remote area of 2,000ff'. Replacement of sprinklers with C'MSA sprinklers and removal of in-rack sprinklers may allow existing water supply to meet new criteria. Sprinkler contractor to provide hydraulic calculations. Ceiling Sprinkler Option #3: NPFA-13, 2010, Maximum storage heights 25'-0" Sections Maximum ceiling heights 30'-0" 8.12.2.2.1, Early Suppression Fast Response (ESFR) upright or pendent 8:12:2:2:2 sprinklers 16.8k-factor 8.12.3.1(1) ' 8.12.3.4, 8.12.6, Minimum clearance 36" from deflector to top of storage 17.2:3:1, table Maximum coverage area 100 ft2 per sprinkler 17.2.3. 1 Section Maximum distance between sprinklers 12'-0" 17.2.3.3 Minimum distance between sprinkler 8'-0" Twelve flowing sprinklers at 35 psi o Four on each of three branch lines Hose allowance 250 gpm Existing sprinkler system was designed with a density of 0.45 gpm/ft', and remote area of 2,000ff'. Replacement of sprinklers with ESFR sprinklers and removal of in-rack sprinklers may allow existing water supply to meet new criteria.. Sprinkler contractor to provide hydraulic calculations. Ceiling Sprinkler Option #4: Maximum storage height 25'-0" Maximum ceiling height 30'-0" Early Suppression Fast Response (ESFR) pendent sprinklers 25.2 k-factor Minimum clearance 36" from deflector to top of storage Maximum coverage area 100 ft2 per sprinkler Maximum distance between sprinklers 12'-0" Minimum distance between sprinkler 8'-0" Minimum clearance 36" above storage Twelve flowing sprinklers at 15 psi Four on each of three branch lines Hose allowance 250 gpm NFPA-13, 2010 Offices Fig. 11.2.3.1.1, Offices [Not Within the Scope]: Table 11.2.3.1.2 Light Hazard Occupancy 0.1/1500; 100 gpm hose demand w/ duration of 30 mm. F Rev 2.O I I Page I Pro Performance/SKLZ -2081 ,cLAuseNucKNcN [ FaradayAvenue, Carlsbad, CA I AND ASSOCIATES Topic CODE SECTION CRITERIA/REQUIREMENTS Smoke and Heat CFC Table 2306.2, Required for high piled storage of High Hazard (Group A) area> Vents Section 910.2, 2,500 W. Table 910.3 Vents required at ratio of 1112 vent area to 40 ft2 of storage. Based on 104,900 ft2, 2,622.5 ft2 [eighty two vents, 4'x8' each] of vent is required. The current number of smoke and heat vents is unknown. Flue Spaces CFC Table 2308.3 Multiple Row Racks: Transverse - 6-inches required Longitudinal not required Double Row Racks: Option #1: Transverse - 6-inches required Longitudinal not required Option #2: Transverse - 3-inches required Longitudinal - 6-inches required If ESFR sprinklers protection is provided (sprinkler options #3 & #4), a minimum three-inch transverse flue space is required every 10'-0" Curtain Boards CFC Table 2306.2 Curtain boards are not required by Chapter 23 if the building is sprinklered Building Access & CFC Table 2306.2, Access roads required by CFC Section 503 Doors Section 503.1.3, Access roads and doors are required by Chapter 23 as high piled Section 2306.6, storage of High Hazard commodity >2,500 If Section 2306.6.1 One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road Access roads are existing and have been approved as part of the shell building plans. Hose Connections Not required unless exit passageways are proposed within the high piled storage areas. Aisle Width CFC 2306.9 Minimum required aisle width is 44" CFC 4604.18.2 Dead ends 50' NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems shall be electrically monitored. Fire Extinguishers CFC 906.1 & High-piled Storage Areas: 4A40BC; max travel distance 30'; max 906.3(1) area per extinguisher 4,000 112 HazlMaterials N/A NA. Not Part of the Scope of This Report Allowable Area CBC Table 503 Existing Building. No proposed changes to type of construction, building square footage or occupancy. I Rev 2.O I Page 3 I Pro Peiformance/SKLZ -2081 I KL USRUCKNER ANAD ASSOCIATES I I Faraday Avenue, Carlsbad, GA I 2. Introduction The following is a high-piled combustible storage code compliance report for Pro Performance, located at 2081 Faraday Avenue, Carlsbad, California. This report does not include any office or manufacturing areas. 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 2010 Editions of the California Fire Code and the Building Code, and the 2010 edition of NFPA- 13, Standardfor the Installation of Sprinkler Systems. I Rev 2.0 I Page 4 I Pro Peiformance/SKLZ -2081 I KLAUSUCI(N I Faraday Avenue. Carlsbad, CA I AND ASSOCIATES 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design Pro Performance will occupy this building, of approximately 136,835 ft2, and no expansion or modification to the building is planned at this time. (Attachment #1). 3.2 Occupancies The facility will be used as a warehouse, assembly area and office space. Rack storage, in multiple row racks with open shelves and aisles of at least 10'-0" is proposed in the storage area. Pro Performance will be classified overall as an S-I Occupancy, though it contains areas of B, F-I and S-i occupancy, as defined by CBC 304-311. (Attachment #2) USE OCCUPANCY AREA SQ. FT. Office (First Floor & Mezzanine) B 43,046 Warehouse/High Piled Storage S-i 104,900 Total I B/S-i 147,946 I Rev 2.O I I Page I Pro Performance/SKLZ -2081 KLAUSGRUCKNLIM Faraday Avenue, Carlsbad, CA I AND ASSOCIATES 4. High-Piled Storage Requirements The commodities are High Hazard (Group A) unexpanded commodities, stored non- encapsulated, cartoned on conventional pallets on open shelving in double-row and multiple row racks. The overall commodity classification per CFC Section 2303.2 through 2303.7.1 is designated as High Hazard (Group A). (Attachment #3). Products Method of Storage Cartoned? Encapsulated? Commodity (Attachment #3) Storage Height Class Plastic sporting Rack 25'-0" Yes No Group A goods equipment Per CFC Section 2304.1, a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 2304.2. The highest commodity stored in this building is Group A unexpanded, cartoned. (Attachment #4) Based on Table 2306.2, the following fire protection requirements will be provided by Pro Performance to meet the requirements of CFC Chapter 23 and NFPA 13 for the entire storage area Attachment #5): 4.1 Automatic Fire Sprinkler System The following requirements are based on NFPA 13 (2010 Edition) (Attachment #6): 4. 1.1 Rack Storage Area Type of Rack: Type of Rack Shelving: Commodity Stored: Flue Spaces for Standard Racks: Double-Row and Multiple Row Racks 50% or greater open Group A unexpanded plastics, cartoned & non- encapsulated 6" Transverse for Multi-Row Racks; Longitudinal not required If ESFR protection is provided (sprinkler options #3 & #4), a minimum 3" transverse flue is required every 10'-0" Aisle Widths: 2 8'-0" (10'-0" shown on plans) Storage Height: ( 25'-O" I Rev 2.O I Page Pro Perforinance/SKLZ -2081 I KLAUSSAUCKNtR Faraday Avenue. Carlsbad, CA I AND ASSOCIATES Ceiling Height: 30'-0" (Measured at 27'- 10"). Ceiling height to be verified by the sprinkler contractor Ceiling Sprinkler Option #1: Upright or pendent ceiling sprinklers, listed for storage, minimum k-factor 16.8, maximum coverage area 100 ft2, minimum clearance 36" from deflector to top of storage, maximum spacing lO'-O", minimum density of 0.80 gpm/ft-, over 2,000 ft2 remote area, hose allowance 500 gpm Existing sprinkler system was designed with a density of 0.45 gpm/f?, and remote area of 2,000f?, and a single level of in-rack sprinklers. Removal of in-rack sprinklers and replacement of sprinklers as noted above may allow existing water supply to meet new criteria for this commodity, in this configuration, to this height. Sprinkler contractor to provide hydraulic calculations Ceiling Sprinkler Option #2: Control Mode Specific Application (CMSA) upright ceiling sprinklers, minimum k-factor 16.8, maximum coverage area 100 ft2, minimum clearance 36" from deflector to top of storage, maximum spacing 10'-0", minimum 15 flowing sprinklers at 22 psi, hose allowance 500 gpm Existing sprinkler system was designed with a density of 0.45 gpm/f?, and remote area 0f 2,000f?, and a single level of in-rack sprinklers. Removal of in-rack sprinklers and replacement of sprinklers with CMSA devices as noted above may allow existing water supply to meet new criteria for this commodity, in this configuration, to this height. Sprinkler contractor to provide hydraulic calculations Ceiling Sprinkler Option #3: Early Suppression Fast Response (ESFR) upright or pendent ceiling sprinklers only; minimum K-factor 16.8; minimum 35 psi at each of twelve flowing sprinklers; maximum coverage area 100 ft2; minimum spacing 8'-0" between sprinklers; maximum spacing 12'-0" between sprinklers; minimum 36" clearance from deflector to top of storage; hose allowance 250 gpm I Rev 2.0 I I Page 7 I I Pro Pe,forinance/SKLZ -2081 I KLAUSSRUCKNER I Faraday Avenue, Carlsbad, CA I AND ASSOCIATES Existing sprinkler system was designed with a density of 0.45 gpm/ft2, and remote area of 2,000f?, and a single level of in-rack sprinklers. Removal of in-rack sprinklers and replacement of sprinklers with ESFR sprinklers as noted above may allow existing water supply to meet new criteria for this commodity, in this configuration, to this height. Sprinkler contractor to provide hydraulic calculations Ceiling Sprinkler Option #4: Early Suppression Fast Response (ESFR) pendent ceiling sprinklers only; minimum K-factor 25.2; minimum 15 psi at each of twelve flowing sprinklers; maximum coverage area 100 fi2; minimum spacing 8'-0" between sprinklers; maximum spacing 12'-0" between sprinklers; minimum 36" clearance from deflector to top of storage; hose allowance 250 gpm Existing sprinkler system was designed with a density of 0.45 gpm/f?, and remote area of 2,000j?' and a single level of in-rack sprinklers. Removal of in-rack sprinklers and replacement of sprinklers with ESFR sprinklers as noted above may allow existing water supply to meet new criteria for this commodity, in this configuration, to this height. Sprinkler contractor to provide hydraulic calculations 4.1.2 Offices The following requirements are based on I'TFPA 13, 2010 Edition. (Attachment #7): CFC Occupancy Classification: NFPA 13 Occupancy: Design Density Proposed: Hose Stream: B Light hazard 0.1/1,500 100 gpm for combined inside and outside hose stream demand. 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 water-flow switches on all sprinkler systems (if serving >20 sprinklers) shall be electrically supervised. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote supervising station or proprietary supervising station as defined in NFPA 72 or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. Approved audible devices shall be connected to every automatic sprinkler system. Such sprinkler water-flow alarm I Rev 2.O I I Page Pro Perfor,nance/SKLZ -2081 KAUSSSUCICNES Faraday Avenue, Carlsbad, CA I AND ASSOCIATES devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Alarm devices shall be provided on the exterior of the building in an approved location. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. (Attachment #8) 4.3 Building Access/Doors Where access is required in CFC Section 503, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of the first story of the building or facility as measured by an approved route. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require an increase in the minimum access widths where they are inadequate for fire or rescue operations. 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. The required turning radius of a fire apparatus access road shall be determined by the fire code official. 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. 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. (Attachment #9) Per CFC Section 2306.6.1.1 a minimum of one access door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet. Access roads and access doors are existing and have been previously approved as part of the shell building. (Attachment #9) 4.4 Smoke and Heat Vents Based on CFC Table 2306.2, smoke and heat vents are required for high piled storage areas of High Hazard (Group A) commodities if >2,500 ft2. (Attachment #10) As draft curtains are not required by that same table, CFC Table 910.3 allows the ratio of floor space to smoke and heat vents to be based on the values for draft curtains with a depth of 6'-0". The requirement would be a ratio of 1 ft2 of vent area to every 40 62 of floor space, as the storage height is greater than 20'-0" but less than 30'-0". With a storage height maximum of 25'-0", using the ratio of 1:40, the required venting would be at least 2,622.5 ft2, based on approximately 104,900 ft2 of floor space. This equates to approximately eighty two (82) vents, 4'x8' each. I Rev 2.O I Page 9I Pro Performance/SKLZ -2081 I KLAUSUCXNR Faraday A venue, Carlsbad, CA AND ASSOCIATES I I For sprinkler options #3 & #4, based on CFC Table 2306.2, sub-note J, smoke and heat vents are not required for high piled storage areas of High Hazard Commodities (Group A Plastics) if such storage is protected with an ESFR sprinkler system. However, Carlsbad Fire requires automatic smoke and heat vents in all high pile storage occupancies. The current number of smoke and heat existing is unknown. Based on CFC Section 910.2. 1, smoke and heat vents are not required in buildings and portions thereof used as a Group F-i or S-I occupancy having less than 50,000 square feet of undivided area. (Attachment #10) 4.5 Curtain Boards No curtain boards are required by Chapter 23, Table 2306.2 of the CFC. (Attachment #11) 4.6 Fire Extinguishers Per CFC Section 906, portable fire extinguishers shall be installed in occupancies and locations as required by the chief. (Attachment #12) Storage Areas: 4A40BC @ Travel Distance < 30 Feet The owners agree to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4000 ft2. Fire extinguisher types and locations will be provided by the owners or fire extinguisher vendor and approved by the fire department. 4.7 Aisle Widths Per CFC 2306.9.1.1, aisles in sprinklered buildings shall be a minimum of 44 inches. Per CFC 2306.9.1 (Exception 1) cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width. (Attachment #13). Dead ends greater than 50 feet in high piled storage areas is not recommended. (Attachment #14). The owners agree to meet the above requirements for aisle widths, and dead ends. I Rev 2.0 I Page 10 I I Pro Perf'ormance/SKLZ -2081 I KLAUSeNUCKN,M I Faraday Avenue, Carlsbad. CA I AND ASSOCIATES 4.8 General Fire Protection & Maintenance The following are general maintenance and safety requirements, of which Pro Performance agrees to comply with: Per CFC 2305.3, smoking shall be prohibited. Approved NO SMOKING signs shall be conspicuously posted. Per CFC 2305.4, 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. (Attachment #15) Per CFC 2308.3, flue spaces shall be maintained for rack storage (Attachment #16). Multiple Racks: Transverse - 6-inches & Longitudinal - None Required Double Row Racks Option #1: Transverse - 6-inches & Longitudinal - None Required Double Row Racks Option #2: Transverse - 3-inches & Longitudinal - 6-inches If ESFR sprinkler protection is provided (sprinkler options #3 & #4), a minimum 3" transverse flue space is required every 10'-0". I Rev 2.0 I I Page ii Pro Perforinance/SKLZ-2081 I KLAUSBRUCKNER FaradayAvenue, Carlsbad, CA I AND ASSOCIATES 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 #17): 5.1 Offices (B Occupancy) Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 10 14'.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 300 feet. Per CBC 10 18.4, dead ends through common path of egress shall not exceed 50 feet. 5.2 Manufacturing (F-I Occupancy) Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 1014.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 10 18.4, dead ends through common path of egress shall not exceed 50 feet. 5.3 Storage (S-I Occupancy) Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 10 14.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 29. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4, dead ends through common path of egress shall not exceed 50 feet. I Rev 2.0 I Page 121 I Pro Perforinance/SKLZ -2081 I KLAUSSRUCKNEA I Faraday A venue, Carlsbad. CA AND ASSOCIATES I 7. Exposures 7.1 Occupancy Separation Occupancy separation is not required between B, F-I and S-I occupancies. Based on CBC Table 508.3.3, there are no requirements for mixed occupancy fire barrier walls between B, F-I and S-I occupancies. (Attachment #18). Per CFC Section 2306.3.2.1, the aggregate of all high-piled storage areas within a building shall be used for the application of Table 2306.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. As Pro Performance will occupy the entire building, occupancy separation between Pro Performance and any adjacent tenant space is not required. (Attachment #19) 7.2 Allowable Area and Sideyards The building is existing. There are no proposed changes to the occupancy, construction or square footage of the building. I Rev 2.0 I I Page 13 I Pro Perfonnance/SKLZ -2081 KLAUSBRUCKNER I Faraday Avenue, Carlsbad, CA I AND ASSOCIATES 8. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2010 Edition of the California Fire Code, the 2010 edition of the California Building Code, and the 2010 edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, Pro Performance agrees to meet the storage conditions required and specified in this report. Pro Performance Representative Sign & Print Name Date I Rev 2.0 I I Page 14 I Pro Perfor,nance/SKLZ -2081 I KLAU8UCKNE I Faraday Avenue. Carlsbad. CA AND ASSOCIATES 9. Appendix A: Attachments I Rev 2.0 I I Page 15 I Pro Performance/SKLZ -2081 I $BRUCKNER I Faraday Avenue, Carlsbad, CA AND ASSOCIATES FRONT TRW DID! VIEW STCIRAS! RACR ILIVATION V FXOWWM SIDE bmw DIIIWIN ELVYATICIN LVJt liFt truth. - N,ILW PRO PERFORMANCE SPORTS LAn 5TORAR RACK LAYOL,r SD_PrDFwIonwnsçI I l2l_LI.dw 11/21/Il /II FR RCt'I WI I•;u'> 5TORAGE RACK LAYOUT L i H IA I HH-1 1EiJ PR2-I vThvl biDe VIIW