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Home My WebLink AboutPP - 404 STRANDER BLVD - UNKNOWN - PERMITS AND PLANS404 STRANDER BLVD ASSOCIATED PERMITS 93-5-050 SMITH FIRE SYSTEMS, INC. 4519 South Orchard • Tacoma, Washington 98466 (206) 473-6967 • FAX (206) 475-1205 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION ,SHEET PROJECT NAME COMPUTER CITY SUPER CENTER ADDRESS 404 STRANDER BLVD TUKWILA, WA CONTRACT NO. W-386 DATE 2/24/93 BY JOHN LUTTERLOH SYSTEM DESIGNATION: WET SYSTEM HAZARD DESCRIPTION: COMPUTER EQUIPMENT (MERCANTILE) (PER NFPA 13 (1991) SECTION A-1-4.7) HAZARD CLASS PER NFPA 1 3 ORDINARY GROUP I I [LIGHT, ORDINARY GP I, ORDINARY GP II, EXTRA, STORAGE] SPECIFIC RULING: .18 GPM OVER 3000 SQ. FT. RULING MADE BY: DAVE TOFTE OF WSRB DENSITY: • 18 GPM OVER THE MOST HYDRAULICALLY REMOTE 3000 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 1 50 GPM NODE 7 OUTSIDE HOSE 750 GPM NODE 0 IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: TREE [TREE. LOOP. GRID] TOTAL NUMBER OF SPRINKLERS ON SYSTEM 1 9 2 "C" FACTOR USED: OVERHEAD 1 20 UNDERGROUND 1 40 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 91 . 25 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE ORIFICE SIZE: 1/2 MODEL: G K -FACTOR: 5.62 NEW TEMP: 165 • F WATER SUPPLY: STATIC 1 4 5 ELEVATION OF TEST: PSI DATE OF TEST: RESIDUAL 1 05 PSI DATA PROVIDED BY: WSRB FLOW 911 0 GPM LOCATION OF TEST: SOUTHCENTER BASE OF RISER DEMAND 1016.56 GPM REQUIRED AT 57.32 PSI (INCLUDING 1 50 GPM FOR HOSE STREAMS) SUMMARY 1 766.56 GPM REQUIRED AT 59.73 PSI AT CONNECTION TO CITY WATER MAIN IN STRANDER BLVD (INCLUDING 900 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP 4 51•131IFLMId N \1 7�ll�y O z O ��ulGti a a a 0 H ;M:119111.11 z O J LL T41; . �r1 Ij rr 1 T - 1 :_ N f, f1 NII II +- • •• SHEET OF III MONO NM■N■■■ -'* t 111 -I -r __I Y + 41-+1-{--1� 1-1-1 } ++• 1111 -+TY >_ } BM Mei ONM MMI ■■■■■■■■■■■.ui■w■■■■ IN/■■■■■■NI■■■■IN■■/■ ■■N■■■■/ 1111■■■■■N■■■■ ■■ ■■■■■ ■ ■N■■I■ ■■a■= uiiNNmISON■iui OMISOSONISIMMOVON NNNSUMMEOUS :■■■N■■IIN■■■■■■N M8liiui IlHbIUIIII NN■■//■NI■//■/IN■I■■ N ■■/■■/M///■■ ■■N■■■■ /N MEMOS= MUM NN OHMS ■■■N■■■ • 4 r ,1_1�• I I t MINIM i I, rt+ }+ • 11 �+- _ i �-I-II , , I �r4 ! -�- � r , tl 1. - 4 1-t1 11 t+ +t r+ +... _ • • I- 1 iimiuu11 1�1 N ■N■■■■■■■■■NNN .......11....N■N. ■■■■_■■■■■■NN1111 NMN ■NN■N//■■ 1N■■N■N■■q=N■■WN ■ + N/NH■ NNM 1111 1111■ ■NN■■■...N■■■. 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FILE NAME: W386WET2 SMITH FIRE SYSTEMS, INC. 4519 SOUTH ORCHARD STREET TACOMA, WASH 98466 PHONE: (206)473-6967 FLOW TEST RESULTS Water Supply STATIC 145.00 PSI RESIDUAL 105.00 PSI @ 9110.00.GPM CITY PRESSURE AVAILABLE AT 1766.6 GPM 143.08 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 220 21.56 15.30 5.62 14.72 221 22.87 15.30 5.62 16.57 222- 22.95 15.30 5.62 16.68 223 23.30 15.30 5.62 17.19 224 24.03 15.30 5.62 18.29 226 22.49 15.30 5.62 16.01 227 22.82 15.30 5.62 16.49 228 23.52 15.30 5.62 17.52 229 23.49 15.30 5.62 17.47 230 23.59 15.30 5.62 17.62 231 23.94 15.30 5.62 18.15 232 23.14 15.30 5.62 16.95 233 23.24 15.30 5.62 17.09 234 23.59 15.30 5.62 17.62 235 22.86 15.30 5.62 16.55 236 22.96 15.30 5.62 16.69 237 23.31 15.30 5.62 17.20 238 22.66 15.30 5.62 16.26 239 22.76 15.30 5.62 16.39 240 23.10 15.30 5.62 16.90 241 20.85 15.30 5.62 13.76 242 20.94 15.30 5.62 13.88 243 21.26 16.20 5.62 14.31 245 20.16 16.20 5.62 12.87 02-24-1993 PAGE 1 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 246 19.11 16.20 247 18.48 16.20 248 18.17 16.20 249 18.09 16.20 250 20.46 15.30 251 20.55 15.30 252 20.87 16.20 254 19.48 16.20 255 18.08 16.20 256 17.11 16.20 257 16.54 16.20 258 16:26 16.20 259 16.20 16.20 275 26.26 14.87 276 27.11 16.43 278 28.42 16.43 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 PRESSURE MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 11.56 10.81 10.45 10.36 13.25 13.37 13.79 12.02 10.34 9.27 8.66 8.37 8.31 21.83 23.26 25.57 866.56 GPM 150.00 GPM 750.00 GPM 1766.56 GPM 59.67 PSI 0.07 PSI 19.51 FPS 02-24-1993 PAGE 2 'SUBMITTAL SERIAL NO:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993. PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 258 259 Q 16.20 1.682 L 7.00 0.0088 PT 8.31 (259) F=0 F 0.00 PE 0.00 BN2 C120 T 7.00 PF 0.06 257 258DQ 16.26 1.682 L 9.00 0.0320 PT 8.37 (258) Q 32.46 F=0 F 0.00 PE 0.00 BN2 0120 T 9.00 PF 0.29 256 257DQ 16.54 1.682 L 9.00 0.0685 PT 8.66 (257) Q 49.00 F=0 F 0.00 PE 0.00 BN2 0120 T 9.00 PF 0.62 255 256DQ 17.11 1.682 L 9.00 0.1192 PT 9.28 (256) Q 66.11 F=0 F 0.00 PE 0.00 BN2 C120 T 9.00 PF 1.07 254 255DQ 18.08 1.682 L 9.00 0.1865 PT 10.35 (255) Q 84.19 F=0 F 0.00 PE 0:00 BN2 C120 T 9.00 PF 1.68 253 254DQ 19.48 1.682 Q 103.67 277 278 Q 28.42 276 275 Q 26.26 L 7.17 0.2741 PT 12.03 (254) F=0 F 0.00 PE 0.00 BN2 0120 T 7.17 PF 1.97 PT . 14.00 (253) 1.610 L 2.50 0.0309 PT 25.57 (278) F=T F 8.00 PE 0.00 BN C120 T 10.50 PF 0.32 PT 25.89 (277) 1.049 L 6.75 0.2153 PT 21.83 (275) F=0 F 0.00 PE 0.00 BN C120 T 6.75 PF 1.45 277 276DQ 27.11 1.380 L 6.63 0.2103 PT 23.28 (276) Q 53.36 F=0/T F 6.00 PE 0.00 BN 0120 T 12.63 PF 2.66 273 277DQ 28.42 2.067 L 1.25 0.0648 PT 25.94 (277) Q 81.78 F=T F 10.00 PE 0.54 NR 0120 T 11.25 PF 0.73 272 273 Q 81.78 3.548 L 20.00 0.0047 PT 27.21 (273) F=0 F 0.00 PE 0.00 NC 0120 T 20.00 PF 0.09 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 271 272 270 271 Q 81.78 Q 81.78 225 220 226 225 Q 21.56 Q 21.56 4.026 L 20.00 0.0025 PT 27.30 (272) F=0 F 0.00 PE 0.00 NC C120 T 20.00 PF 0.05 5.047 L 13.50 0.0008 PT 27.35 (271 ) F=T F 25.00 PE 0.00 NC C120 T 38.50 PF 0.03 PT 27.38 (270) 1.049 L 3.00 0.1496 PT 14.72 (220) F=T F 5.00 PE 0.00 AO C120 T 8.00 PF 1.20 1.682 L 7.00 0.0150 PT 15.92(225) F=0 F 0.00 PE 0.00 BN2 C120 T 7.00 PF 0.10 227 226D0 22.49 1.682 L 8.50 0.0563 PT 16.02 (226) Q 44.05 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.48 228 227DQ 22.82 1.682 L 8.50 0.1218 PT 16.50 (227) Q 66.87 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 1.04 214 228D0 23.52 1.682 L 1.83 0.2127 PT 17.54 (228) Q 90.40 F=E F 5.00 PE 0.00 BN2 C120 T 6.83 PF 1.45 206 214 Q 90.40 239 238 Q 22.66 1.682 L 1.50 0.2127 PT 18.99 (214) F=T F 10.00 PE 0.65 NR2 C120 T 11.50 PF 2.45 PT 22.09 (206) 1.682 L 8.50 0.0164 PT 16.26 (238) F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.14 240 2390Q 22.76 1.682 L 8.50 0.0595 PT 16.40 (239) Q 45.41 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.51 218 2401DI0 23.10 1.682 L 1.83 0.1274 PT 16.91 (240) Q 68.52 F=E F 5.00 PE 0.00 BN2 C120 T 6.83 PF 0.87 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24--1993 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 210 218 Q 68.52 1.682 L 1.50 0.1274 PT 17.78 (218) F=T F 10.00 PE 0.65 NR2 0120 T 11.50 PF 1.47 PT 19.90 (210) 236 235 1.682 L 8.50 0.0167 PT 16.55 (235) Q 22.86 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.14 237 236DQ 22.96 1.682 L 8.50 0.0605 PT 16.69 (236) Q 45.82 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.51 217 237D0 23.31 1.682 L 1.83 0.1295 PT 17.20 (237) Q 69.13 F=E F 5.00 PE 0.00 BN2 0120 T 6.83 PF 0.88 209 217 Q 69.13 1.682 L 1.50 0.1295 PT 18.08 (217) F=T F 10.00 PE 0.65 NR2 0120 T 11.50 PF 1.49 PT 20.22 (209) 233 232 1.682 L 8.50 0.0171 PT 16.95 (232) Q 23.14 F=0 F 0.00 PE 0.00 BN2 0120 T 8.50 PF 0.15 234 233DQ 23.24 Q 46.37 216 234DQ 23.59 Q 69.96 208 216 Q 69.96 230 229 Q 23.49 1.682 L 8.50 0.0619 PT 17.10 (233) F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.53 1.682 L 1.83 0.1324 PT 17.63 (234) F=E F 5.00 PE 0.00 BN2 C120 T 6.83 PF 0.90 1.682 L 1.50 0.1324 PT 18.53 (216) F=T F 10.00 PE 0.65 NR2 0120 T 11.50 PF 1.52 PT 20.70 (208) 1.682 L 8.50 0.0176 PT 17.47 (229) F=0 F 0.00 PE 0.00 BN2 0120 T 8.50 PF 0.15 231 230DQ 23.59 1.682 L 8.50 0.0636 PT 17.62 (230) Q 47.08 F=0 F 0.00 PE 0.00 BN2 0120 T 8.50 PF 0.54 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993 PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 215 231DQ 23.94 1.682 L 1.83 0.1361 PT 18.16 (231) Q 71.02 F=E F 5.00 PE 0.00 BN2 C120 T 6.83 PF 0.93 207 215 Q 71.02 222 221 Q 22.87 1.682 L 1.50 0.1361 PT 19.09 (215 ) F=T F 10.00 PE 0.65 NR2 0120 T 11.50 PF 1.57 PT 21.31 (207) 1.682 L 7.00 0.0167 PT 16.57 (221) F=0 F 0.00 PE 0.00 BN2 C120 T 7.00 PF 0.12 223 222D0 22.95 1.682 L 8.50 0.0605 PT 16.69 (222) Q 45.83 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.51 224 223DQ 23.30 1.682 L 8.50 0.1295 PT 17.20 (223) Q 69.13 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 1.10 213 2240Q 24.03 1.682 L 1.83 0.2249 PT 18.30 (224) Q 93.16 F=E F 5.00 PE 0.00 BN2 C120 T 6.83 PF 1.54 205 213 Q 93.16 251 250 Q 20.46 1.682 L 1.50 0.2249 PT 19.84 (213) F=T F 10.00 PE 0.65 NR2 C120 T 11.50 PF 2.59 PT 23.08 (205) 1.682 L 8,50 0.0136 PT 13.25 (250) F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.12 2.52 25100 20.55 1.682 L 8.50 0.0493 PT 13.37 (251) Q 41.01 F=0 F 0.00 PE 0.00 BN2 C120 T 8.50 PF 0.42 253 25200 20.87 1.682 L 1.83 0.1055 PT 13.79 (252) Q 61.88 F=0 F 0.00 PE 0.00 BN2 C120 T 1.83 PF 0.19 212 253D0 103.67 2.157 Q 165,55 L 1.50 0.1940 PT 13.98 (253) F=27 F 24.00 PE 0.65 NR3 C120 T 25.50 PF 4.95 ' SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S .E . CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993 PAGE 7 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 211 212 4.260 O 165.55 L 10.00 0.0071 PT 19.58 (212) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.07 PT 19.65 (211) 248 249 1.682 L 9.00 0.0108 PT 10.36 (249) Q 18.09 F=0 F 0.00 PE 0.00 BN2 C120 T 9.00 PF 0.10 247 2481)0 18.17 1.682 L 9.00 0.0392 PT 10.46 (248) Q 36.26 F=0 F 0.00 PE 0.00 BN2 0120 T 9.00 PF 0.35 246 24.7DQ 18.48 1.682 L 9.00 0.0841 PT 10.81 (247) O 54.73 F=0 F 0.00 PE 0.00 BN2 0120 T 9.00 PF 0.76 245 2461)0 19.11 1.682 L 9.00 0.1463 PT 11.57 (246) Q 73.84 F=0 F 0.00 PE 0.00 BN2 0120 T 9.00 PF 1.32 244 245DQ 20.16 1.682 L 7.17 0.2287 PT 12.89 (245) Q 94.01 F=0 F 0.00 PE 0.00 BN2 0120 T 7.17 PF 1.64 PT 14.53 (244) 242 241 O 20.85 1.682 L 8.50 0.0141 PT 13.76 (241) F=0 F 0.00 PE 0.00 BN2 0120 T 8.50 PF 0.12 243 242D0 20.94 1.682 L 8.50 0.0510 PT 13.88 (242) Q 41.78 F=0 F 0.00 PE 0.00 BN2 0120 T 8.50 PF 0.43 244 243DQ 21.26 1.682 L 1.83 0.1092 PT 14.31 (243) O 63.04 F=0 F 0.00 PE 0.00 BN2 0120 T 1.83 PF 0.20 211 244D0 94.01 2.157 Q 157.05 210 211. DQ 165.55 4.260 O 322.59 L 1.50 0.1760 PT 14.51 (244) F=2T F 24.00 PE 0.65 NR3 0120 T 25.50 PF 4.49 L 10.00 0.0242 PT 19.65 (211) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.24 ' SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S .E . CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993 PAGE 8 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 209 210DQ 68.52 4.260 Q 391.11 208 209DQ 69.13 4.260 Q 460..24 207 208D0 69.96 4.260 Q 530.20 2..06 207DQ 71.02 4.260 Q 601.23 205 206DQ 90.40 4.260 Q 691.62 201 205DQ 93.16 4.260 Q 784.78 L 10.00 0.0346 PT 19.89 (210) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.35 L 10.00 0.0468 PT 20.24 (209) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.47 L 10.00 0.0608 PT 20.71 (208) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.61 L 10.00 0.0767 PT 21.32 (207) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.77 L 10.00 0.0994 PT 22.09 (206) F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.99 L 3.50 0.1255 PT 23.08 (205) F=E F 13.00 PE 0.00 FM C120 T 16.50 PF 2.07 270 201 4.260 L 18.00 0.1255 PT 25.15 (201) Q 784.78 F=0 F 0.00 PE 0.00 FM C120 T 18.00 PF 2.26 200 270D0 81.78 4.260 Q 866.56 L 82.00 0.1508 PT 27.41 (270) F=T F 26.00 PE 0.03 FM C120 T 108.00 PF 16.29 7 200 8.249 L 6.54 0.0060 PT 43.73 (200) Q 866.56 F=T F 39.00 PE 0.00 FM C120 T 45.54 PF 0.27 7D0 150.00 8.249 L 14.42 0.0081 PT 44.00 ( 7) Q 1016.56 F=T , BV , ALV F 84.00 PE 6.25 FR C120 T 98.42 PF 0.80 5 6 6.357 L 1.96 0.0288 PT 51.05 ( 6) Q 1016.56 F=0 F 0.00 PE 0.00 FR C120 T 1.96 PF 0.06 4 5 6.357 L 157.00 0.0288 PT 51.11 ( 5) Q 1016.56 F=0 F 0.00 PE 0.00 FR 0120 T 157.00 PF 4.52 COMMENT: 157 FEET ADDED FOR 4.5 LB . LOSS THROUGH 6 INCH AMES COMMENT: 3000 SS DOUBLE DETECTOR CHECK BACKFLOW PREVENTER SUBMITTAL SERIAL NO:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES(S.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET2 02-24-1993 PAGE 9 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 3 4 6.357 L 3.04 0.0288 PT 55.63 ( 4) Q 1016.56 F=E F 18.00 PE 1.08 FR C120 T 21.04 PF 0.61 0 3 Q 1016.56 8.270 L 276.00 0.0060 PT 57.32 ( 3) F=2GV,4E,T F 125.00 PE 0.00 UN C140 T 401.00 PF 2.41 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.07 PSI 19.51 FPS PT 59.73 ( 0) SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 SMITH FIRE SYSTEMS, INC. 4519 SOUTH ORCHARD STREET TACOMA, WASH 98466 PHONE: (206)473-6967 FLOW TEST RESULTS Water Supply STATIC 145.00 PSI RESIDUAL 105.00 PSI @ 9110.00 GPM CITY PRESSURE AVAILABLE AT 1732.6 GPM 143.14 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 26.07 16.07 5.62 21.52 103 25.16 16.07 5.62 20.04 104 23.57 16.07 5.62 17.59 105 22.62 16.07 5.62 16.20 106 21.67 16.07 5.62 14.86 107 20.66 16.07 5.62 13.52 108 23.07 16.07 5.62 16.85 109 23.90 16.07 5.62 18.08 110 24.94 16.07 5.62 19.69 113 24.57 16.07 5.62 19.12 114 23.56 16.07 5.62 17.57 115 23.07 16.07 5.62 16.85 117 22.53 16.07 5.62 16.07 118 22.08 16.07 5.62 15.44 120 22.79 16.07 5.62 16.44 122 22.17 16.07 5.62 15.56 123 20.74 16.07 5.62 13.62 124 19.89 16.07 5.62 12.52 125 19.03 16.07 5.62 11.47 126 18.13 16.07 5.62 10.40 129 23.47 16.07 5.62 17.44 130 22.49 16.07 5.62 16.02 131 22.02 16.07 5.62 15.36 133 21.50 16.07 5.62 14.64 02-24-1993 PAGE 1 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 SUMMARY OF SPRINKLER OUTFLOWS. ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 134 19.66 16.07 5.62 135 19.74 16.07 5.62 136 20.02 16.07 5.62 137 20.61 16.07 5.62 139 18.81 16.07 5.62 140 18.89 16.07 5.62 141 19.17 16.07 5.62 142 19.73 16.07 5.62 144 19.74 16.07 5.62 145 18.44 16.07 5.62 146 17.67 16.07 5.62 147 16.89 16.07 5.62 148 16.07 16.07 5.62 152 24.30 16.07 5.62 166 23.21 16.07 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 13 OUTFLOWS AT 15 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 12.23 12.33 12.69 13.45 11.20 11.30 11.63 12.32 12.33 10.77 9.88 9.03 8.18 18.70 17.05 832.65 GPM 75.00 GPM 75.00 GPM 750.00 GPM 1732.65 GPM 54.27 PSI 0.08 PSI 22.48 FPS 02-24-1993 PAGE 2 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 147 148 1.049 L 9.88 0.0868 PT 8.18 (148) Q 16.07 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 0.86 146 147D0 16.89 1.380 L 9.92 0.0862 PT 9.04 (147) O 32.96 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 0.86 145 146DQ 17.67 1.610 L 9.92 0.0901 PT 9.90 (146) Q 50.63 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 0.89 144 145D0 18.44 1.610 L 9.88 0.1600 PT 10.79 (145) O 69.07 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.58 143 144D0 19.74 1.610 L 4.13 0.2547 PT 12.37 (144) O 88.81 F=0 F 0.00 PE 0.00 BN C120 T 4.13 PF 1.05 PT 13.42 (143) 128 166 1.049 L 0.50 0.1713 PT 17.05 (166) O 23.21 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.94 PT 17.99 (128) 112 152 1.049 L 0.50 0.1866 PT 18.70 (152) Q 24.30 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.03 PT 19.73 (112) 140 139 1.682 L 8.00 0.0117 PT 11.20 (139) Q 18.81 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.09 141 140DQ 18.89 1.682 L 8.00 0.0422 PT 11.29 (140) Q 37.70 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.34 142 141D0 19.17 1.682 L 7.79 0.0902 PT 11.63 (141) Q 56.87 F=0 F 0.00 PE 0.00 BN 0120 T 7.79 PF 0.70 143 1421)Q 19.73 1.610 L 5.50 0.1937 PT 12.33 (142) O 76.59 F=0 F 0.00 PE 0.00 8N C120 T 5.50 PF 1.07 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 27 143D0 88.81 2.067 L 0.96 0.2384 PT 13.40 (143) O 165.40 F=2T F 20.00 PE 0.42 NR C120 T 20.96 PF 5.00 26 27 2.469 L 7.00 0.1003 PT 18.82 ( 27) Q 165.40 F=0 F 0.00 PE 0.00 NC C120 T 7.00 PF 0.70 PT 19.52 ( 26) 135 134 1.682 L 8.00 0.0126 PT 12.23 (134) O 19.66 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.10 136 135D0 19.74 1.682 L 8.00 0.0458 PT 12.33 (135) Q 39.39 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.37 137 136D0 20.02 1.682 L 7.79 0.0979 PT 12.70 (136) O 59.42 F=0 F 0.00 PE 0.00 BN C120 T 7.79 PF 0.76 138 137D0 20.61 1.682 L 7.66 0.1698 PT 13.46 (137) Q 80.03 F=2E F 10.00 PE 0.00 BN C120 T 17.66 PF 3.00 26 138 1.752 L 0.96 0.1392 PT 16.46 (138) O 80.03 F=T,E F 18.00 PE 0.42 NR C120 T 18.96 PF 2.64 25 26D0 165.40 2.469 L 2.00 0.2082 PT 19.52 ( 26) Q 245.43 F=0 F 0.00 PE 0.00 NC C120 T 2.00 PF 0.42 PT 19.94 ( 25) 132 133 1.049 L 3.16 0.1488 PT 14.64 (133) Q 21.50 F=0 F 0.00 PE 0.00 BN C120 T 3.16 PF 0.47 131 132 1.380 L 6.71 0.0391 PT 15.11 (132) Q 21.50 F=0 F 0.00 PE 0.00 BN C120 T 6.71 PF 0.26 130 131D0 22.02 1.610 L 9.88 0.0681 PT 15.37 (131) Q 43.53 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 0.67 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 129 130D0 22.49 1.610 L 9.88 0.1472 PT 16.04 (130) Q 66.02 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.45 128 129D0 23.47 2.067 L 7.08 0,0765 PT 17.49 (129) Q 89.49 F=0 F 0.00 PE 0.00 BN C120 T 7.08 PF 0.54 127 128D0 23.21 2.067 Q 112.70 L 2.00 0.1172 PT 18.03 (128) F=0 F 0.00 PE 0.00 BN C120 T 2.00 PF 0.23 25 127 2.469 L 0.96 0.0493 PT 18.26 (127) O 112.70 F=2T F 24.00 PE 0.42 NR C120 T 24.96 PF 1.23 24 25D0 245.43 3.068 L 9.00 0.1454 PT 19.91 ( 25) Q 358.12 F=0 F 0.00 PE 0.00 NC C120 T 9.00 PF 1.31 PT 21.22 ( 24) 125 126 O 18.13 1.049 L 9.88 0.1085 PT 10.40 (126) F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.07 124 125D0 19.03 1.380 L 9.92 0.1076 PT 11.47 (1.25 ) Q 37.16 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 1.07 1.23 124D0 19.89 1.610 L 9.92 0.1123 PT 12.54 (124) O 57.04 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 1.11 122 123D0 20.74 1.610 L 9.88 0.1993 PT 13.65 (123) O 77.79 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.97 121 122D0 22.17 1.610 L 4.13 0.3170 PT 15.62 (122) Q 99.96 F=0 F 0.00 PE 0.00 BN C120 T 4.13 PF 1.31 PT 16.93 (121) 119 118 O 22.08 1.049 L 5.38 0.1563 PT 15.44 (118) F=0 F 0.00 PE 0.00 BN C120 T 5.38 PF 0.84 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 120 119 1.380 L 4.50 0.0411 PT 16.28 (119) Q 22.08 F=0 F 0.00 PE 0.00 BN C120 T 4.50 PF 0.18 121 120DQ 22.79 1.610 L 5.79 0.0720 PT 16.46 (120 ) Q 44.87 F=0 F 0.00 PE 0.00 BN C120 T 5.79 PF 0.42 24 121DQ 99.96 2.067 L 0.96 0.1864 PT 16.88 (121) Q 144.83 F=2T F 20.00 PE 0.42 NR C120 T 20.96 PF 3.91 23 24D0 358.12 3.068 L 9.00 0.2726 PT 21.21 ( 24) Q 502.96 F=0 F 0.00 PE 0.00 NC C120 T 9.00 PF 2.45 PT 23.66 ( 23) . 1.16 117 1.049 L 3.17 0.1622 PT 16.07 (117) Q 22.53 F=0 F 0.00 PE 0.00 BN C120 T 3.17 PF 0.51 115 116 1.380 L 6.71 0.0427 PT 16.58 (116) Q 22.53 F=0 F 0.00 PE 0.00 BN C120 T 6.71 PF 0.29 114 115DQ 23.07 1.610 L 9.88 0.0742 PT 16.87 (115) Q 45.60 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 0.73 113 114D0 23.56 1.610 L 9.88 0.1604 PT 17.60 (114) Q 69.16 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.58 112 113DQ 24.57 2.067 L 7.08 0.0833 PT 19.18 (113) Q 93.73 F=0 F 0.00 PE 0.00 BN C120 T 7.08 PF 0.59 111 112D0 24.30 2.067 L 2.00 0.1277 PT 19.77 (112) Q 118.03 F=0 F 0.00 PE 0.00 BN C120 T 2.00 PF 0.26 PT 20.03 (111) 109 108 1.049 L 7.42 0.1695 PT 16.85 (108) Q 23.07 F=0 F 0.00 PE 0.00 BN C:120 T 7.42 PF 1.26 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 7 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 110 109D0 23.90 1.380 L 9.92 0.1661 PT 18.11 (109) Q 46.97 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 1.65 1.11 110D0 24.94 1.610 L 1.50 0.1724 PT 19.76 (110) Q 71.91 F=0 F 0.00 PE 0.00 BN C120 T 1.50 PF 0.26 23 111D0 118.03 2.469 L 0.96 0.1296 PT 20.02 (111) Q 189.94 F=2T F 24.00 PE 0.42 NR C120 T 24.96 PF 3.23 22 23DQ 502.96 3.548 L 9.00 0.2429 PT 23.67 ( 23) Q 692.89 F=0 F 0.00 PE 0.00 NC C120 T 9.00 PF 2.19 PT 25.86 ( 22) 102 101 Q 26.07 1.610 L 5.79 0.0264 PT 21.52 (101) F=0 F 0.00 PE 0.00 BN C120 T 5.79 PF 0.15 22 102DQ 113.68 2.067 L 0.96 0.1745 PT 21.67 (102) Q 139.75 F=2T F 20.00 PE 0.42 NR 0120 T 20.96 PF 3.66 21 22DQ 692.89 4.026 L 9.00 0.1844 PT 25.75 ( 22) Q 832.65 F=0.F . 0.00 PE 0.00 NC 0120 T 9.00 PF 1.66 20 21 4.026 L 9.00 0.1844 PT 27.41 ( 21) Q 832.65 F=0 F 0.00 PE 0.00 NC 0120 T 9.00 PF 1.66 19 20 5.047 L 9.00 0.0613 PT 29.07 ( 20) Q 832.65 F=0 F 0.00 PE 0.00 NC C120 T 9.00 PF 0.55 18 19 5.047 L 9.50 0.0613 PT 29.62 ( 19) Q 832.65 F=0 F 0.00 PE 0.00 NC C120 T 9.50 PF 0.58 1.7 18 5.047 L 10.00 0.0613 PT 30.20 ( 18) Q 832.65 F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.61 PT 30.81 ( 17) SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 8 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 106 107 O 20.66 1.049 L 9.88 0.1382 PT 13.52 (107) F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 1.37 105 10600 21.67 1.380 L 9.92 0.1370 PT 14.89 (106) Q 42.33 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 1.36 104 105D0 22.62 1.610 L 9.92 0.1428 PT 16.25 (105) Q 64.95 F=0 F 0.00 PE 0.00 BN C120 T 9.92 PF 1.42 103 104D0 23.57 1.610 L 9.88 0.2532 PT 17.67 (104) Q 88.52 F=0 F 0.00 PE 0.00 BN C120 T 9.88 PF 2.50 102 103D0 25.16 1.610 L 4.13 0.4022 PT 20.17 (103) O 113.68 F=0 F 0.00 PE 0.00 BN C120 T 4.13 PF 1.66 PT 21.83 (102) 16 17 15 16 O 832.65 O 832.65 5.295 L 16.08 0.0486 PT 30.89 ( 17) F=3E F 45.00 PE 0.02 FM C120 T 61.08 PF 2.97 5.047 L 8.92 0.0613 PT 33.88 ( 16) F=0 F 0.00 PE 0.01 FM C120 T 8.92 PF 0.55 14 1500 75.00 5.047 L 14.58 0.0719 PT 34.44 ( 15) Q 907.65 F=0 F 0.00 PE 0.02 FM C120 T 14.58 PF 1.05 13 14 6.065 L 35.50 0.0294 PT 35.51 ( 14) O 907.65 F=0 F 0.00 PE 0.05 FM C120 T 35.50 PF 1.04 12 1300 75.00 6.065 L 22.58 0.0341 PT 36.60 ( 13) 0. 982.65 F=0 F 0.00 PE 0.03 FM C120 T 22.58 PF 0.77 11 12 O 982.65 8.071 L 94.54 0.0085 PT 37.40 ( 12) F=E F 18.00 PE 0.09 FM C120 T 112.54 PF 0.96 SUBMITTAL SERIAL N0:2244HY3 COMPUTER CITY SUPER STORE WET SYSTEM AT OPEN SALES & RECEIVING (N.E. CORNER) DENSITY: .18 GPM/ 3000 SQ. FT. FILE NAME: W386WET1 02-24-1993 PAGE 9 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 11 8.249 L 4.83 0.0076 PT 38.45 ( 11 ) Q 982.65 F=T F 39.00 PE 0.00 FM C120 T 43.83 PF 0.33 6 7 8.249 L 14.42 0.0076 PT 38.78 ( 7) Q 982.65 F=T,BV,ALV F 84.00 PE 6.25 FR C120 T 98.42 PF 0.75 5 6 6.357 L 1.96 0.0271 PT 45.78 ( 6) Q 982.65 F=0 F 0.00 PE 0.00 FR C120 T 1.96 PF 0.05 4 5 6.357 L 167.00 0.0271 PT 45.83 ( 5) Q 982.65 F=0 F 0.00 PE 0.00 FR C120 T 167.00 PF 4.53 COMMENT: 167 FEET ADDED FOR 4.5 LB LOSS THROUGH 6 INCH AMES COMMENT: 3000 SS DOUBLE DETECTOR CHECK BACKFLOW PREVENTER 3 4 0 3 Q 982.65 Q 982.65 6.357 L 3.04 0.0271 PT 50.36 ( 4) F=E F 18.00 PE 1.08 FR C•120 T 21.04 PF 0.57 8.270 L 276.00 0.0057 PT 52.01 ( F=2GV,4E,T F 125.00 PE 0.00 UN C140 T 401.00 PF 2.29 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.08 PSI 22.48 FPS PT 54.30 ( 0 ) WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 March 1, 1993 PLAN SHEET 1 of 1 SUBJECT Computer City (Addition) 404 Strander Blvd. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. AH piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40 degrees F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The proposed design of .18 gpm per sq. ft. over 3,000 sq. ft. is acceptable for ordinary retail stocks of computer equipment. System design should be reinforced to adequately protect any increased hazards if there is any deviation from the occupancy such as rack storage, storage over 12 feet high, or storage of more than 15% plastics in content of packaging materials, etc. 2. Provide roof draft curtains spaced not over 100 x 100 ft. on centers. 3. Provide a Zine of sprinklers to protect the feed main where it passes through areas protected by another system. 4. Operation of dry pipe system to be in accordance with Article 3-2.3.1 and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for all trapped piping in dry pipe system as specified in Article 4-5.3.5.3 of NFPA 13 (1991). Provide gang drains for multiple trapped branch lines. 5. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, intermediate levels of storage racks, and to roof skylights. 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