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PP - 17356 SOUTHCENTER PKWY - PARTY CITY - PERMITS AND PLANS
17356 SOUTHCENTER PKWY ASSOCIATED PERMITS 00-5-174 SMITH'FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BEST BUY SUPERSTORE JOB NO. T3-335 DATE 4 - 25 - 2000 ADDRESS 17356 SOUTHCENTER PARKWAY BY: FRED BLANCHARD TUKWILA, WA. SYSTEM DESIGNATION: #1 (WET) - SALES AREA HAZARD DESCRIPTION: RACK STORAGE OCCUPANCY. HAZARD CLASS PER NFPA 231C -1998 EDITION SPECIFIC RULING: CLASS 111 NON -ENCAPSULATED COMMODITIES, SINGLE OR DOUBLE ROW RACKS, CONVENTIAL WOOD PALLETS, NO SOLID SHELVES, NO IN -RACK SPRINKLERS, 15'-0" MAXIMUM STORAGE HEIGHT, 8'-0" OR GREATER AISLES, AND 2860 (F) CEILING SPRINKLERS. RULING MADE BY: FACTORY MUTUAL ENGINEERING. DENSITY: .35 GPM OVER THE MOST HYDRAULICALLY REMOTE 2,000 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 500 GPM IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: CONNECTION TO SITE HYDRANT (NODE 8) TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 509 "C" FACTOR UNDERGROUND : 140 100.00 SQUARE FEET G TEMPERATURE: 286° F 8.20 ORIFICE SIZE: 17/32" WATER SUPPLY: STATIC: 146 PSI RESIDUAL: 20 PSI FLOW: 6,031 GPM ELEVATION OF TEST: 100.00 (ELEVATION OF SITE FLOOR: 100.00 FEET). DATE OF TEST: FEBRUARY 18, 2000 DATA PROVIDED BY: CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. LOCATION OF TEST: SOUTHCENTER PARKWAY AND MINKLER BOULEVARD. BASE OF RISER DEMAND 977.3 G.P.M. REQUIRED AT 105.1 P.S.I. (INCLUDING 0 G.P.M. FOR HOSE STREAMS) SUMMARY 1,477.3 G.P.M. REQUIRED AT 112.9 P.S.I. AT CONNECTION TO SITE LOOP (INCLUDING 500 G.P.M. FOR TOTAL HOSE STREAMS) 4_143_74.1, 01 LIP • z 111.1:12LI i1: ATLI1 M M Ei coO z 0 a a a O 191111_11 MI H FIRE SYSTEMS INC w 2 w 1- >1) ■ i 1 ■ . . • • • ►• • • 1 1 —; 1 _r1 =■ �1 _T■ 1 I ■ ~T■ ■ ■ • —■ ■ • �■ ■ ■ �■ _. _• �• q SHEET OF ...EMI ...=`iw. .—:. WWWWWWWW OW MINIS= w■ww■■■.w ..M.......■ \\.��.r. � �U••uul•uuLluur• _.•.uuii■iuuupIIWW .• .MI...NMI BMW I..\. Y..w.....MOM r,..aWIINEWIWIINEWENWWWWW NUM. w—w■........r.....\ w�MOWN. /....= wwwwww n. — A ■www r, MK.AMIll I EMI.11.w��� 1 iii .i��r� All AIM MEI AMIN MIME 1111111111111111 O 1O Immo :A E OF RI - r • 7- FOR HOSE STREAMS, 0 frk O N C O C N. 0 oC • -4. ISd NI 3af1SS313d C c1 0 O 0) CO N O SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W FLOW TEST RESULTS Water Supply STATIC 146.00 PSI RESIDUAL 20.00 PSI @ 6031.00 GPM CITY PRESSURE AVAILABLE AT 1477.3 GPM 136.66 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 137 37.66 35.00 8.20 21.09 138 37.08 35.00 8.20 20.45 139 36.81 35.00 8.20 20.16 140 36.74 35.00 8.20 20.08 141 36.74 35.00 8.20 20.08 142 36.83 35.00 8.20 20.17 143 37.13 35.00 8.20 20.50 144 37.67 35.00 8.20 21.11 145_ 38.71 35.00 8.20 22.28 152 36.43 35.00 8.20 19.74 153 35.79 35.00 8.20 19.05 154- 35.47 35.00 8.20 18.71 155 35.37 35.00 8.20 18.61 156 35.37 35.00 8.20 18.60 157 35.42 35.00 8.20 18.66 158 35.66 35.00 8.20 18.91 159 36.11 35.00 8.20 19.40 160 37.02 35.00 8.20 20.38 167 36.10 35.00 8.20 19.38 168 35.45 35.00 8.20 18.69 169 35.12 35.00 8.20 18.34 170 35.01 35.00 8.20 18.22 171 35.00 35.00 8.20 18.22 172 35.05 35.00 8.20 18.27 173 35.27 35.00 8.20 18.50 04-25-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 174 35.70 35.00 8.20 18.96 175 36.57 35.00 8.20 19.89 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 74 TO 75 977.29 GPM 500.00 GPM 1477.29 GPM 112.87 PSI 0.00 PSI 29.78 FPS 04-25-2000 PAGE 2 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 172 171 2.203 L 8.00 C=120 PT 18.22 (171) Q 27.09 F=0 F 0.00 PE 0.00 BL T 8.00 0.0062 PF 0.05 173 172DQ 35.05 2.203 L 8.00 C=120 PT 18.27 (172) Q 62.14 F=0 F 0.00 PE 0.00 BL T 8.00 0.0286 PF 0.23 174 173DQ 35.27 2.203 L 7.00 C=120 PT 18.50 (173) Q 97.41 F=0 F 0.00 PE 0.00 BL T 7.00 0.0656 PF 0.46 175 174DQ 35.70 2.203 L 8.00 C=120 PT 18.96 (174) Q 133.11 F=0 F 0.00 PE 0.00 BL T 8.00 0.1169 PF 0.94 97 175DQ 36.57 2.203 L 1.50 C=120 PT 19.90 (175) Q 169.68 F=0/E,2EFM F 15.00 PE 0.00 BL T 16.50 0.1832 PF 3.02 77 97 2.203 L 2.00 C=120 PT 22.92 ( 97) Q 169.68 F=T,EFM F 18.00 PE 0.87 RN1 T 20.00 0.1832 PF 3.66 76 77 2.703 L 10.00 C=120 PT 27.45 ( 77) Q 169.68 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.0677 PF 0.68 PT 28.23 ( 76) 170 171 2.203 L 8.00 C=120 PT 18.22 (171) Q 7.91 F=0 F 0.00 PE 0.00 BL T 8.00 0.0006 PF 0.00 169 170DQ 35.01 2.203 L 8.00 C=120 PT 18.22 (170) Q 42.91 F=0 F 0.00 PE 0.00 BL T 8.00 0.0144 PF 0.12 168 169DQ 35.12 2.203 L 8.00 C=120 PT 18.34 (169) Q 78.03 F=0 F 0.00 PE 0.00 BL T 8.00 0.0435 PF 0.35 167 168DQ 35.45 2.203 L 8.00 C=120 PT 18.69 (168) Q 113.48 F=0 F 0.00 PE 0.00 BL T 8.00 0.0870 PF 0.70 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 166 167DQ 36.10 2.203 L 8.00 C=120 PT 19.39 (167) Q 149.58 F=0 F 0.00 PE 0.00 BL T 8.00 0.1451 PF 1.16 165 166 2.203 L 8.00 C=120 PT 20.55 (166) Q 149.58 F=0 F 0.00 PE 0.00 BL T 8.00 0.1451 PF 1.16 164 165 2.203 L 8.00 C=120 PT 21.71 (165) Q 149.58 F=0 F 0.00 PE 0.00 BL T 8.00 0.1451 PF 1.16 163 164 2.203 L 7.00 C=120 PT 22.87 (164) Q 149.58 F=0 F 0.00 PE 0.00 BL T 7.00 0.1451 PF 1.02 162 163_ 2.203 L 7.00 C=120 PT 23.89 (163) Q 149.58 F=0 F 0.00 PE 0.00 BL T 7.00 0.1451 PF 1.02 161 162 2.203 L 8.00 C=120 PT 24.91 (162) Q 149.58 F=0 F 0.00 PE 0.00 BL T 8.00 0.1451 PF 1.16 57 161 2.203 L 102.00 C=120 PT 26.07 (161) Q 149.58 F=T,EFM,9CFM F 27.00 PE 0.00 BL T 129.00 0.1451 PF 18.72 37 57 2.203 L 3.33 C=120 PT 44.79 ( 57) Q 149.58 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.1451 PF 3.09 36 37 4.310 L 10.00 C=120 PT 49.32 ( 37) Q 149.58 F=0 F 0.00 PE 0.10 CM T 10.00 0.0055 PF 0.05 PT 49.47 ( 36) 157 156 2.203 L 8.00 C=120 PT 18.60 (156) Q 29.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0072 PF 0.06 158 157DQ 35.42 2.203 L 8.00 C=120 PT 18.66 (157) Q 64.85 F=0 F 0.00 PE 0.00 BL T 8.00 0.0309 PF 0.25 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W Location Flow in From To GPM Pipe Size IN 159 158DQ 35.66 2.203 Q 100.51 BL 160 159DQ 36.11 2.203 Q 136.62 96 160DQ 37.02 Q 173.64 76 96 Q 173.64 75 76DQ 169.68 Q 343.32 155 156 Q 154 155DQ Q 153 154DQ Q 5.94 35.37 41.31 35.47 76.79 152 153DQ 35.79 Q 112.58 151 152DQ 36.43 Q 149.01 150 151 Q 149.01 BL Fittings Devices Equiv Length Ft L 7.00 F=0 F 0.00 T 7.00 L 8.00 F=0 F 0.00 T 8.00 2.203 L F=0/E,2EFM F BL T 2.203 RN1 2.703 CM1 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 1.50 15.00 16.50 L 2.00 F=T,EFM F 18.00 T 20.00 L 12.00 F=0 F 0.00 T 12.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 Friction Loss PSI/Ft 04-25-2000 PAGE 5 Pressure Summary PSI C=120 PT 18.91 (158) PE 0.00 0.0695 PF 0.49 C=120 PT 19.40 (159) PE 0.00 0.1227 PF 0.98 C=120 PT 20.38 (160) PE 0.00 0.1912 PF 3.15 C=120 PT 23.53 ( 96) PE 0.87 0.1912 PF 3.82 C=120 PT 28.22 ( 76) PE 0.12 0.2492 PF 2.99 PT 31.33 ( 75) C=120 PT 18.60 (156) PE 0.00 0.0004 PF 0.00 C=120 PT 18.60 (155) PE 0.00 0.0134 PF 0.11 C=120 PT 18.71 (154) PE 0.00 0.0423 PF 0.34 C=120 PT 19.05 (153) PE 0.00 0.0858 PF 0.69 C=120 PT 19.74 (152) PE 0.00 0.1441 PF 1.15 C=120 PT 20.89 (151) PE 0.00 0.1441 PF 1.15 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 149 150 2.203 L 8.00 C=120 PT 22.04 (150) Q 149.01 F=0 F 0.00 PE 0.00 BL T 8.00 0.1441 PF 1.15 148 149 2.203 L 7.00 C=120 PT 23.19 (149) Q 149.01 F=0 F 0.00 PE 0.00 BL T 7.00 0.1441 PF 1.01 147 148 2.203 L 7.00 C=120 PT 24.20 (148) Q 149.01 F=0 F 0.00 PE 0.00 BL T 7.00 0.1441 PF 1.01 146 147 2.203 L 8.00 C=120 PT 25.21 (147) Q 149.01 F=0 F 0.00 PE 0.00 BL T 8.00 0.1441 PF 1.15 56 146_ 2.203 L 102.00 C=120 PT 26.36 (146) Q 149.01 F=T,EFM,9CFM F 27.00 PE 0.00 BL T 129.00 0.1441 PF 18.59 36 56 2.203 L 3.33 C=120 PT 44.95 ( 56) Q 149.01 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.1441 PF 3.07 35 36DQ 149.58 4.310 L 12.00 C=120 PT 49.46 ( 36) Q 298.59 F=0 F 0.00 PE 0.12 CM T 12.00 0.0198 PF 0.24 PT 49.82 ( 35) 141 140 2.203 L 8.00 C=120 PT 20.08 (140) Q 2.15 F=0 F 0.00 PE 0.00 BL T 8.00 0.0001 PF 0.00 142 141DQ 36.74 2.203 L 8.00 C=120 PT 20.08 (141) Q 38.89 F=0 F 0.00 PE 0.00 BL T 8.00 0.0120 PF 0.10 143 142DQ 36.83 2.203 L 8.00 C=120 PT 20.18 (142) Q 75.72 F=0 F 0.00 PE 0.00 BL T 8.00 0.0412 PF 0.33 144 143DQ 37.13 2.203 L 7.00 C=120 PT 20.51 (143) Q 112.86 F=0 F 0.00 PE 0.00 BL T 7.00 0.0862 PF 0.60 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 145 144DQ 37.67 2.203 L 8.00 C=120 PT 21.11 (144) Q 150.53 F=0 F 0.00 PE 0.00 BL T 8.00 0.1468 PF 1.17 95 145DQ 38.71 2.203 L 1.50 C=120 PT 22.28 (145) Q 189.23 F=0/E,2EFM F 15.00 PE 0.00 BL T 16.50 0.2242 PF 3.70 75 95 2.203 L 2.00 C=120 PT 25.98 ( 95) Q 189.23 F=T,EFM F 18.00 PE 0.87 RN1 T 20.00 0.2242 PF 4.48 74 75DQ 343.32 2.703 L 10.00 C=120 PT 31.33 ( 75) Q 532.55 F=CFM F 1.00 PE 0.10 CM1 T 11.00 0.5615 PF 6.18 PT 37.61 ( 74) 139 140 2.203 L 8.00 C=120 PT 20.08 (140) Q 34.59 F=0 F 0.00 PE 0.00 BL T 8.00 0.0097 PF 0.08 138 139DQ 36.81 2.203 L 8.00 C=120 PT 20.16 (139) Q 71.41 F=0 F 0.00 PE 0.00 BL T 8.00 0.0369 PF 0.30 137 138DQ 37.08 2.203 L 8.00 C=120 PT 20.46 (138) Q 108.49 F=0 F 0.00 PE 0.00 BL T 8.00 0.0801 PF 0.64 136 137DQ 37.66 2.203 L 8.00 C=120 PT 21.10 (137) Q 146.15 F=0 F 0.00 PE 0.00 BL T 8.00 0.1390 PF 1.11 135 136 2.203 L 8.00 C=120 PT 22.21 (136) Q 146.15 F=0 F 0.00 PE 0.00 BL T 8.00 0.1390 PF 1.11 134 135 2.203 L 8.00 C=120 PT 23.32 (135) Q 146.15 F=0 F 0.00 PE 0.00 BL T 8.00 0.1390 PF 1.11 133 134 2.203 L 7.00 C=120 PT 24.43 (134) Q 146.15 F=0 F 0.00 PE 0.00 BL T 7.00 0.1390 PF 0.97 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 132 133 2.203 L 7.00 C=120 PT 25.40 (133) Q 146.15 F=0 F 0.00 PE 0.00 BL T 7.00 0.1390 PF 0.97 131 132 2.203 L 8.00 C=120 PT 26.37 (132) Q 146.15 F=0 F 0.00 PE 0.00 BL T 8.00 0.1390 PF 1.11 55 131 2.203 L 102.00 C=120 PT 27.48 (131) Q 146.15 F=T,EFM,9CFM F 27.00 PE 0.00 BL T 129.00 0.1390 PF 17.93 35 55 2.203 L 3.33 C=120 PT 45.41 ( 55) Q 146.15 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.1390 PF 2.96 34 35DQ 298.59 4.310 L 10.00 C=120 PT 49.81 ( 35) Q 444.74 F=CFM F 1.00 PE 0.10 CM T 11.00 0.0415 PF 0.46 PT 50.37 ( 34) 94 74 2.203 L 2.00 C=120 PT 37.61 ( 74) Q 75.77 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0412 PF 0.82 130 94 2.203 L 1.50 C=120 PT 37.56 ( 94) Q 75.77 F=0/E,2EFM F 15.00 PE 0.00 BL T 16.50 0.0412 PF 0.68 129 130 2.203 L 8.00 C=120 PT 38.24 (130) Q 75.77 F=0 F 0.00 PE 0.00 BL T 8.00 0.0412 PF 0.33 128 129 2.203 L 7.00 C=120 PT 38.57 (129) Q 75.77 F=0 F 0.00 PE 0.00 BL T 7.00 0.0412 PF 0.29 127 128 2.203 L 8.00 C=120 PT 38.86 (128) Q 75.77 F=0 F 0.00 PE 0.00 BL T 8.00 0.0412 PF 0.33 126 127 2.203 L 8.00 C=120 PT 39.19 (127) Q 75.77 F=0 F 0.00 PE 0.00 BL T 8.00 0.0412 PF 0.33 SUBMITTAL SERIAL NO: BEST BUY SUPERSTORE WET SYSTEM GRID: MOST DEMANDING .35/2000 K=8.2 FILE NAME: T3335W Location Flow in From To GPM 125 126 Q 75.77 124 125 123 124 122 123 121 122_ 120 121 119 120 118 119 117 118 116 117 54 116 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 Q 75.77 2244HY9 / SFS JOB #T3-335 AREA Pipe Size IN 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL Fittings Devices 04-25-2000 PAGE 9 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.00 C=120 PT F=0 F 0.00 PE T 8.00 0.0412 PF 39.52 (126) 0.00 0.33 L 8.00 C=120 PT 39.85 (125) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 8.00 C=120 PT 40.18 (124) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 8.00 C=120 PT 40.51 (123) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 8.00 C=120 PT 40.84 (122) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 8.00 C=120 PT 41.17 (121) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 8.00 C=120 PT 41.50 (120) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 L 7.00 C=120 PT 41.83 (119) F=0 F 0.00 PE 0.00 T 7.00 0.0412 PF 0.29 L 7.00 C=120 PT 42.12 (118) F=0 F 0.00 PE 0.00 T 7.00 0.0412 PF 0.29 L 8.00 C=120 PT 42.41 (117) F=0 F 0.00 PE 0.00 T 8.00 0.0412 PF 0.33 2 203 F=T,EFM,9CFM BL L 102.00 C=120 PT 42.74 (116) F 27.00 PE 0.00 T 129.00 0.0412 PF 5.31 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 34 54 2.203 L 3.33 C=120 PT 48.05 ( 54) Q 75.77 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0412 PF 0.88 33 34DQ 444.74 4.310 L 10.00 C=120 PT 50.37 ( 34) Q 520.50 F=0 F 0.00 PE 0.10 CM T 10.00 0.0555 PF 0.56 PT 51.03 ( 33) 73 74 2.703 L 10.00 C=120 PT 37.61 ( 74) Q 456.78 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.4227 PF 4.23 93 73DQ -394.35 2.203 L 2.00 C=120 PT 41.94 ( 73) Q 62.43 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0288 PF 0.58 115 93 2.203 L 1.50 C=120 PT 41.65 ( 93) Q 62.43 F=0/E,2EFM F 15.00 PE 0.00 BL T 16.50 0.0288 PF 0.48 114 115 2.203 L 8.00 C=120 PT 42.13 (115) Q 62.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0288 PF 0.23 113 114 2.203 L 7.00 C=120 PT 42.36 (114) Q 62.43 F=0 F 0.00 PE 0.00 BL T 7.00 0.0288 PF 0.20 112 113 2.203 L 8.00 C=120 PT 42.56 (113) Q 62.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0288 PF 0.23 111 112 2.203 L 8.00 C=120 PT 42.79 (112) Q 62.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0288 PF 0.23 110 111 2.203 L 8.00 C=120 PT 43.02 (111) Q 62.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0288 PF 0.23 109 110 2.203 L 8.00 C=120 PT 43.25 (110) Q 62.43 F=0 F 0.00 PE 0.00 BL T 8.00 0.0288 PF 0.23 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W Location From To 108 109 107 108 106 107 105 106 104 105. 103 104 102 103 101 102 53 101 Flow in GPM Q 62.43 Q 62.43 Q 62.43 Q 62.43 Q 62.43 Q 62.43 Q 62.43 Q 62.43 Q 62.43 Pipe Size IN 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL 2.203 BL Fittings Devices Equiv Friction Length Loss Ft PSI/Ft L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 7.00 F=0 F 0.00 T 7.00 L 7.00 F=0 F 0.00 T 7.00 L 8.00 F=0 F 0.00 T 8.00 2 203 F=T,EFM,9CFM BL 33 53 2.203 RN 32 33DQ 520.50 4.310 Q 582.94 Q 62.43 CM L 102.00 F 27.00 T 129.00 L 3.33 F=T,EFM F 18.00 T 21.33 L 12.00 F=CFM F 1.00 T 13.00 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0288 C=120 0.0684 04-25-2000 PAGE 11 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Pressure Summary PSI 43.48 (109) 0.00 0.23 43.71 (108) 0.00 0.23 43.94 (107) 0.00 0.23 44.17 (106) 0.00 0.23 44.40 (105) 0.00 0.23 44.63 (104) 0.00 0.20 44.83 (103) 0.00 0.20 45.03 (102) 0.00 0.23 45.26 (101) 0.00 3.72 48.98 ( 53) 1.44 0.61 51.03 ( 33) 0.12 0.89 52.04 ( 32) SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 72 73 2.703 L 12.00 C=120 PT 41.93 ( 73) Q 394.35 F=CFM F 1.00 PE 0.12 CM1 T 13.00 0.3221 PF 4.19 92 72DQ -346.42 2.203 L 2.00 C=120 PT 46.24 ( 72) Q 47.93 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0177 PF 0.35 52 92 2.203 L 212.50 C=120 PT 45.72 ( 92) Q 47.93F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0177 PF 4.50 32 52 2.203 L 3.33 C=120 PT 50.22 ( 52) Q 47.93 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0177 PF 0.38 31 32DQ 582.94 4.310 L 10.00 C=120 PT 52.04 ( 32) Q 630.86 F=0 F 0.00 PE 0.10 CM T 10.00 0.0792 PF 0.79 PT 52.93 ( 31) 71 72 2.703 L 10.00 C=120 PT 46.24 ( 72) Q 346.42 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.2534 PF 2.53 91 71DQ -307.93 2.203 L 2.00 C=120 PT 48.87 ( 71) Q 38.50 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0118 PF 0.24 51 91 2.203 L 212.50 C=120 PT 48.24 ( 91) Q 38.50F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0118 PF 3.00 31 51 2.203 L 3.33 C=120 PT 51.24 ( 51) Q 38.50 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0118 PF 0.25 30 31DQ 630.86 4.310 L 10.00 C=120 PT 52.93 ( 31) Q 669.36 F=CFM F 1.00 PE 0.10 CM T 11.00 0.0884 PF 0.97 PT 54.00 ( 30) 70 71 2.703 L 10.00 C=120 PT 48.87 ( 71) Q 307.93 F=CFM F 1.00 PE 0.10 CM1 T 11.00 0.2038 PF 2.24 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 90 70DQ -277.79 2.203 L 2.00 C=120 PT 51.21 ( 70) Q 30.13 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0075 PF 0.15 50 90 2.203 L 212.50 C=120 PT 50.49 ( 90) Q 30.13F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0075 PF 1.91 30 50 2.203 L 3.33 C=120 PT 52.40 ( 50) Q 30.13 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0075 PF 0.16 29 30DQ 669.36 4.310 L 10.00 C=120 PT 54.00 ( 30) Q 699.50 F=0 F 0.00 PE 0.10 CM T 10.00 0.0959 PF 0.96 PT 55.06 ( 29) 69 70 2.703 L 10.00 C=120 PT 51.21 ( 70) Q 277.79 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.1684 PF 1.68 89 69DQ -253.48 2.203 L 2.00 C=120 PT 52.99 ( 69) Q 24.31 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0050 PF 0.10 49 89 2.203 L 212.50 C=120 PT 52.22 ( 89) Q 24.31F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0050 PF 1.27 29 49 2.203 L 3.33 C=120 PT 53.49 ( 49) Q 24.31 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0050 PF 0.11 28 29DQ 699.50 4.310 L 8.00 C=120 PT 55.04 ( 29) Q 723.81 F=0 F 0.00 PE 0.08 CM T 8.00 0.1021 PF 0.82 PT 55.94 ( 28) 68 69 2.703 L 8.00 C=120 PT 53.00 ( 69) Q 253.48 F=0 F 0.00 PE 0.08 CM1 T 8.00 0.1422 PF 1.14 88 68DQ -232.15 2.203 L 2.00 C=120 PT 54.22 ( 68) Q 21.32 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0039 PF 0.08 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 14 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 48 88 2.203 L 212.50 C=120 PT 53.43 ( 88) Q 21.32F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0039 PF 0.99 28 48 2.203 L 3.33 C=120 PT 54.42 ( 48) Q 21.32 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0039 PF 0.08 27 28DQ 723.81 4.310 L 12.00 C=120 PT 55.94 ( 28) Q 745.13 F=CFM F 1.00 PE 0.12 CM T 13.00 0.1077 PF 1.40 PT 57.46 ( 27) 67 68 2.703 L 12.00 C=120 PT 54.21 ( 68) Q 232.15 F=CFM F 1.00 PE 0.12 CM1 T 13.00 0.1209 PF 1.57 87 67DQ -212.57 2.203 L 2.00 C=120 PT 55.90 ( 67) Q 19.58 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0034 PF 0.07 47 87 2.203 L 212.50 C=120 PT 55.10 ( 87) Q 19.58F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0034 PF 0.87 27 47 2.203 L 3.33 C=120 PT 55.97 ( 47) Q 19.58 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0034 PF 0.07 26 27DQ 745.13 4.310 L 12.00 C=120 PT 57.48 ( 27) Q 764.72 F=0 F 0.00 PE 0.12 CM T 12.00 0.1130 PF 1.36 PT 58.96 ( 26) 66 67 2.703 L 12.00 C=120 PT 55.90 ( 67) Q 212.57 F=0 F 0.00 PE 0.12 CM1 T 12.00 0.1027 PF 1.23 86 66DQ -191.71 2.203 L 2.00 C=120 PT 57.25 ( 66) Q 20.86 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0038 PF 0.08 46 86 2.203 L 212.50 C=120 PT 56.46 ( 86) Q 20.86F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0038 PF 0.97 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 15 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 26 46 2.203 L 3.33 C=120 PT 57.43 ( 46) Q 20.86 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0038 PF 0.08 25 26DQ 764.72 4.310 L 12.00 C=120 PT 58.95 ( 26) Q 785.58 F=CFM F 1.00 PE 0.12 CM T 13.00 0.1188 PF 1.54 PT 60.61 ( 25) 65 66 2.703 L 12.00 C=120 PT 57.25 ( 66) Q 191.71 F=CFM F 1.00 PE 0.12 CM1 T 13.00 0.0848 PF 1.10 85 65DQ -166.73 2.203 L 2.00 C=120 PT 58.47 ( 65) Q 24.97 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0053 PF 0.11 45 85 2.203 L 212.50 C=120 PT 57.71 ( 85) Q 24.97F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0053 PF 1.35 25 45 2.203 L 3.33 C=120 PT 59.06 ( 45) Q 24.97 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0053 PF 0.11 24 25DQ 785.58 4.310 L 12.00 C=120 PT 60.61 ( 25) Q 810.55 F=0 F 0.00 PE 0.12 CM T 12.00 0.1259 PF 1.51 PT 62.24 ( 24) 64 65 2.703 L 12.00 C=120 PT 58.47 ( 65) Q 166.73 F=0 F 0.00 PE 0.12 CM1 T 12.00 0.0655 PF 0.79 84 64DQ -136.06 2.203 L 2.00 C=120 PT 59.38 ( 64) Q 30.68 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0077 PF 0.15 44 84 2.203 L 212.50 C=120 PT 58.66 ( 84) Q 30.68F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0077 PF 1.96 24 44 2.203 L 3.33 C=120 PT 60.62 ( 44) Q 30.68 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0077 PF 0.16 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 16 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 23 24DQ 810.55 4.310 L 12.00 C=120 PT 62.22 ( 24) Q 841.23 F=CFM F 1.00 PE 0.12 CM T 13.00 0.1348 PF 1.75 PT 64.09 ( 23) 63 64 2.703 L 12.00 C=120 PT 59.37 ( 64) Q 136.06 F=CFM F 1.00 PE 0.12 CM1 T 13.00 0.0450 PF 0.59 83 63DQ -97.73 2.203 L 2.00 C=120 PT 60.08 ( 63) Q 38.33 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0117 PF 0.23 43 83 2.203 L 212.50 C=120 PT 59.44 ( 83) Q 38 33F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0117 PF 2.98 23 43 2.203 L 3.33 C=120 PT 62.42 ( 43) Q 38.33 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0117 PF 0.25 22 23DQ 841.23 4.310 L 10.00 C=120 PT 64.11 ( 23) Q 879.56 F=0 F 0.00 PE 0.10 CM T 10.00 0.1464 PF 1.46 PT 65.67 ( 22) 62 63 2.703 L 10.00 C=120 PT 60.07 ( 63) Q 97.73 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.0244 PF 0.24 82 62DQ -52.59 2.203 L 2.00 C=120 PT 60.41 ( 62) Q 45.14 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0158 PF 0.32 42 82 2.203 L 212.50 C=120 PT 59.86 ( 82) Q 45.14F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0158 PF 4.02 22 42 2.203 L 3.33 C=120 PT 63.88 ( 42) Q 45.14 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0158 PF 0.34 21 22DQ 879.56 4.310 L 10.00 C=120 PT 65.66 ( 22) Q 924.70 F=0 F 0.00 PE 0.10 CM T 10.00 0.1606 PF 1.61 PT 67.37 ( 21) SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 17 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 61 62 2.703 L 10.00 C=120 PT 60.42 ( 62) Q 52.59 F=0 F 0.00 PE 0.10 CM1 T 10.00 0.0077 PF 0.08 81 61 2.203 L 2.00 C=120 PT 60.60 ( 61) Q 52.59 F=T,EFM F 18.00 PE -0.87 RN1 T 20.00 0.0210 PF 0.42 41 81 2.203 L 212.50 C=120 PT 60.15 ( 81) Q 52.59F=T,EFM,9CFM/E,2EFM F 42.00 PE 0.00 BL T 254.50 0.0210 PF 5.34 21 41 2.203 L 3.33 C=120 PT 65.49 ( 41) Q 52.59 F=T,EFM F 18.00 PE 1.44 RN T 21.33 0.0210 PF 0.45 PT 67.38 ( 21) 2 1 10.275 L 1048.00 C=140 PT 112.75 ( 1) - Q 673.18 F=EE F 16.00 PE 0.00 LU T 1064.00 0.0010 PF 1.06 3 2 10.275 L 12.00 C=140 PT 113.81 ( 2) Q 673.18 F=T F 71.00 PE 0.00 LU T 83.00 0.0010 PF 0.08 4 3 Q 673.18 10.275 LU L 0.01 C=140 PT 113.89 ( 3) F=0 F 0.00 PE -8.02 T 0.01 0.0010 PF 0.00 COMMENT: ADDED 18.5' OF ELEVATION TO REPRESENT 8 LBS. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE CHECK DETECTOR ASSEMBLY 5 4 10.275 L 73.00 C=140 PT 105.87 ( 4) Q 673.18 F=EE F 16.00 PE 0.00 LU T 89.00 0.0010 PF 0.09 6 5 10.275 L 663.00 C=140 PT 105.96 ( 5) Q 673.18 F=T,4E,EE F 179.00 PE 0.00 LU T 842.00 0.0010 PF 0.84 7 6 10.275 L 268.00 C=140 PT 106.80 ( 6) Q 673.18 F=E,GV F 30.00 PE 0.00 LU T 298.00 0.0010 PF 0.30 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 18 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 7 10.275 L 22.00 C=140 PT 107.10 ( 7) Q 673.18 F=T F 71.00 PE 0.00 LU T 93.00 0.0010 PF 0.09 9 8DQ 500.00 10.275 L 111.00 C=140 PT 107.19 ( 8) Q 1173.18 F=T,E,EE F 110.00 PE 0.00 LU T 221.00 0.0027 PF 0.60 COMMENT: 500 G.P.M. ADDED AT NODE 8 FOR OUTSIDE HOSE STREAMS. 10 9DQ 977.29 10.275 L 302.00 C=140 PT 107.79 ( 9) Q 2150.47 F=GV,E,GV F 37.00 PE 0.00 LU T 339.00 0.0084 PF 2.85 11 10 10.275 L 199.00 C=140 PT 110.64 ( 10) Q 2150.47 F=T,2EE F 103.00 PE 0.00 LU T 302.00 0.0084 PF 2.54 12 11 10.275 L 682.00 C=140 PT 113.18 ( 11) Q 2150.47 F=T,2E F 117.00 PE 0.00 LU T 799.00 0.0084 PF 6.71 13 12 10.275 L 5.00 C=140 PT 119.89 ( 12) Q 2150.47 F=T F 71.00 PE 0.00 LU T 76.00 0.0084 PF 0.64 14 13 10.275 L 0.01 C=140 PT 120.53 ( 13) Q 2150 47 F=0 F 0.00 PE -8.02 LU T 0.01 0.0084 PF 0.00 COMMENT: ADDED 18.5' OF ELEVATION TO REPRESENT 8 LBS. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE CHECK DETECTOR ASSEMBLY 1 14 10.275 L 40.00 C=140 PT 112.51 ( 14) Q 2150.47 F=0 F 0.00 PE 0.00 LU T 40.00 0.0084 PF 0.34 PT 112.85 ( 1) 20 21 4.310 L 38.25 C=120 PT 67.38 ( 21) Q 977.29 F=5E,9EFM,CFM F 112.00 PE 0.36 FM T 150.25 0.1779 PF 26.73 17 20 Q 977.29 4.310 L 15.71 C=120 PT 94.47 ( 20) F=GV,3CFM F 6.00 PE 6.81 FR1 T 21.71 0.1779 PF 3.86 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: MOST DEMANDING AREA .35/2000 K=8.2 FILE NAME: T3335W 04-25-2000 PAGE 19 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 17 6.357 L 2.12 C=120 PT 105.14 ( 17) Q 977.29 F=T,CFM F 39.00 PE 0.92 FR T 41.12 0.0268 PF 1.10 9 16 8.265 L 26.00 C=140 PT 107.16 ( 16) Q 977.29 F=T,GV,E F 77.00 PE 0.00 UN T 103.00 0.0056 PF 0.58 PT 107.74 ( 9) 0 1 10.275 L 28.00 C=140 PT 112.75 ( 1) Q 1477.29 F=0 F 0.00 PE 0.00 UN T 28.00 0.0042 PF 0.12 PT 112.87 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. T3-335 BEST BUY SUPERSTORE SYSTEM #1 SHIFTED TO PRIMARY MAIN AUXILIARY REMOTE AREA DESIGN DENSITY: .35 G.P.M. @ 2,000 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 975.4 G.P.M. FLOW @ 105.1 P.S.I. AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 FLOW TEST RESULTS Water Supply STATIC 146.00 PSI RESIDUAL 20.00 PSI @ 6031.00 GPM CITY PRESSURE AVAILABLE AT 1475.4 GPM 136.69 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 136 37.58 35.00 8.20 21.01 137 36.97 35.00 8.20 20.33 138 36.67 35.00 8.20 20.00 139 36.59 35.00 8.20 19.91 140 36.59 35.00 8.20 19.91 141 36.66 35.00 8.20 19.99 142 36.93 35.00 8.20 20.28 143 37.51 35.00 8.20 20.92 144 38.36 35.00 8.20 21.89 151 36.48 35.00 8.20 19.79 152 35.80 35.00 8.20 19.06 153 35.46 35.00 8.20 18.70 154 35.34 35.00 8.20 18.58 155 35.34 35.00 8.20 18.57 156 35.38 35.00 8.20 18.62 157 35.59 35.00 8.20 18.84 158 36.08 35.00 8.20 19.36 159 36.84 35.00 8.20 20.18 166 36.18 35.00 8.20 19.46 167 35.49 35.00 8.20 18.73 168 35.13 35.00 8.20 18.36 169 35.01 35.00 8.20 18.23 170 35.00 35.00 8.20 18.22 171 35.04 35.00 8.20 18.26 172 35.24 35.00 8.20 18.47 173 35.71 35.00 8.20 18.96 174 36.44 35.00 8.20 19.75 04-25-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 74 TO 75 975.42 GPM 500.00 GPM 1475.42 GPM 112.79 PSI 0.00 PSI 29.12 FPS 04-25-2000 PAGE 2 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 04-25-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 171 170 24.11 8.00 0.0 2.203 BL 0.005 0.00 18.26 18.22 172 171 59.15 8.00 0.0 2.203 BL 0.026 0.00 18.47 18.26 173 172 94.39 8.00 0.0 2.203 BL 0.062 0.00 18.97 18.47 174 173 130.10 7.00 0.0 2.203 BL 0.112 0.00 19.75 18.97 175 174 166.54 8.00 0.0 2.203 BL 0.177 0.00 21.17 19.75 97 175 166.54 1.50 15.0 2.203 BL 0.177 0.00 24.09 21.17 77 97 166.54 2.00 18.0 2.203 RN1 0.177 0.87 28.50 24.09 76 77 166.54 10.00 0.0 2.703 CM1 0.065 0.10 29.25 28.50 169 170 10.89 8.00 0.0 2.203 BL 0.001 0.00 18.23 18.22 168 169 45.90 8.00 0.0 2.203 BL 0.016 0.00 18.36 18.23 167 168 81.03 8.00 0.0 2.203 BL 0.047 0.00 18.73 18.36 166 167 116.52 8.00 0.0 2.203 BL 0.091 0.00 19.46 18.73 165 166 152.70 8.00 0.0 2.203 BL 0.151 0.00 20.67 19.46 164 165 152.70 8.00 0.0 2.203 BL 0.151 0.00 21.88 20.67 163 164 152.70 7.00 0.0 2.203 BL 0.151 0.00 22.94 21.88 162 163 152.70 7.00 0.0 2.203 BL 0.151 0.00 24.00 22.94 161 162 152.70 8.00 0.0 2.203 EL 0.151 0.00 25.21 24.00 57 161 152.70 102.00 27.0 2.203 BL 0.151 0.00 44.66 25.21 37 57 152.70 3.33 18.0 2.203 RN 0.151 1.44 49.32 44.66 36 37. 152.70 10.00 0.0 4.310 CM 0.006 0.10 49.48 49.32 156 155 26.21 8.00 0.0 2.203 BL 0.006 0.00 18.62 18.57 157 156 61.59 8.00 0.0 2.203 BL 0.028 0.00 18.84 18.62 158 157 97.18 8.00 0.0 2.203 BL 0.065 0.00 19.36 18.84 159 158 133.27 7.00 0.0 2.203 BL 0.117 0.00 20.18 19.36 160 159 170.11 8.00 0.0 2.203 BL 0.184 0.00 21.65 20.18 96 160 170.11 1.50 15.0 2.203 BL 0.184 0.00 24.69 21.65 76 96 170.11 2.00 18.0 2.203 RN1 0.184 0.87 29.24 24.69 75 76 336.64 12.00 0.0 2.703 CM1 0.240 0.12 32.24 29.24 154 155 9.13 8.00 0.0 2.203 BL 0.001 0.00 18.58 18.57 153 154 44.47 8.00 0.0 2.203 BL 0.015 0.00 18.70 18.58 152 153 79.93 8.00 0.0 2.203 BL 0.045 0.00 19.06 18.70 151 152 115.74 8.00 0.0 2.203 BL 0.090 0.00 19.78 19.06 150 151 152.21 8.00 0.0 2.203 BL 0.150 0.00 20.98 19.78 149 150 152.21 8.00 0.0 2.203 BL 0.150 0.00 22.18 20.98 148 149 152.21 7.00 0.0 2.203 BL 0.150 0.00 23.23 22.18 147 148 152.21 7.00 0.0 2.203 BL 0.150 0.00 24.28 23.23 146 147 152.21 8.00 0.0 2.203 BL 0.150 0.00 25.48 24.28 56 146 152.21 102.00 27.0 2.203 BL 0.150 0.00 44.82 25.48 36 56 152.21 3.33 18.0 2.203 RN 0.150 1.44 49.46 44.82 35 36 304.91 12.00 0.0 4.310 CM 0.021 0.12 49.83 49.46 141 140 34.71 8.00 0.0 2.203 BL 0.010 0.00 19.99 19.91 142 141 71.37 8.00 0.0 2.203 BL 0.037 0.00 20.29 19.99 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 04-25-2000 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 143 142 108.30 8.00 0.0 2.203 BL 0.080 0.00 20.93 20.29 144 143 145.81 7.00 0.0 2.203 BL 0.138 0.00 21.90 20.93 145 144 184.17 8.00 0.0 2.203 BL 0.213 0.00 23.61 21.90 95 145 184.17 1.50 15.0 2.203 BL 0.213 0.00 27.13 23.61 75 95 184.17 2.00 18.0 2.203 RN1 0.213 0.87 32.26 27.13 74 75 520.81 10.00 1.0 2.703 CM1 0.539 0.10 38.29 32.26 139 140 1.88 8.00 0.0 2.203 BL 0.000 0.00 19.91 19.91 138 139 38.46 8.00 0.0 2.203 BL 0.012 0.00 20.00 19.91 137 138 75.14 8.00 0.0 2.203 BL 0.041 0.00 20.32 20.00 136 137 112.11 8.00 0.0 2.203 BL 0.085 0.00 21.00 20.32 135 136 149.70 8.00 0.0 2.203 BL 0.145 0.00 22.16 21.00 134 135 149.70 8.00 0.0 2.203 BL 0.145 0.00 23.32 22.16 133 134 149.70 7.00 0.0 2.203 BL 0.145 0.00 24.34 23.32 132 133 149.70 7.00 0.0 2.203 BL 0.145 0.00 25.36 24.34 131 132 149.70 8.00 0.0 2.203 BL 0.145 0.00 26.52 25.36 55 131 149.70 102.00 27.0 2.203 BL 0.145 0.00 45.26 26.52 35 55 149.70 3.33 18.0 2.203 RN 0.145 1.44 49.80 45.26 34 35. 454.61 10.00 1.0 4.310 CM 0.043 0.10 50.38 49.80 94 74 73.55 2.00 18.0 2.203 RN1 0.039 -0.87 38.18 38.27 130 94- 73.55 1.50 15.0 2.203 BL 0.039 0.00 38.82 38.18 129 130 73.55 8.00 0.0 2.203 BL 0.039 0.00 39.13 38.82 128 129 73.55 7.00 0.0 2.203 BL 0.039 0.00 39.40 39.13 127 128 73.55 8.00 0.0 2.203 BL 0.039 0.00 39.71 39.40 126 127 73.55 8.00 0.0 2.203 BL 0.039 0.00 40.02 39.71 125 126 73.55 8.00 0.0 2.203 BL 0.039 0.00 40.33 40.02 124 125 73.55 8.00 0.0 2.203 BL 0.039 0.00 40.64 40.33 123 124 73.55 8.00 0.0 2.203 BL 0.039 0.00 40.95 40.64 122 123 73.55 8.00 0.0 2.203 BL 0.039 0.00 41.26 40.95 121 122 73.55 8.00 0.0 2.203 BL 0.039 0.00 41.57 41.26 120 121 73.55 8.00 0.0 2.203 BL 0.039 0.00 41.88 41.57 119 120 73.55 8.00 0.0 2.203 BL 0.039 0.00 42.19 41.88 118 119 73.55 7.00 0.0 2.203 BL 0.039 0.00 42.46 42.19 117 118 73.55 7.00 0.0 2.203 BL 0.039 0.00 42.73 42.46 116 117 73.55 8.00 0.0 2.203 BL 0.039 0.00 43.04 42.73 54 116 73.55 102.00 27.0 2.203 BL 0.039 0.00 48.07 43.04 34 54 73.55 3.33 18.0 2.203 RN 0.039 1.44 50.34 48.07 33 34 528.16 10.00 0.0 4.310 CM 0.057 0.10 51.01 50.34 73 74 447.26 10.00 0.0 2.703 CM1 0.407 0.10 42.44 38.27 93 73 60.53 2.00 18.0 2.203 RN1 0.027 -0.87 42.11 42.44 115 93 60.53 1.50 15.0 2.203 BL 0.027 0.00 42.56 42.11 114 115 60.53 8.00 0.0 2.203 BL 0.027 0.00 42.78 42.56 113 114 60.53 7.00 0.0 2.203 BL 0.027 0.00 42.97 42.78 112 113 60.53 8.00 0.0 2.203 BL 0.027 0.00 43.19 42.97 111 112 60.53 8.00 0.0 2.203 BL 0.027 0.00 43.41 43.19 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 FROM TO FLOW LENGTH 110 111 60.53 8.00 109 110 60.53 8.00 108 109 60.53 8.00 107 108 60.53 8.00 106 107 60.53 8.00 105 106 60.53 8.00 104 105 60.53 8.00 103 104 60.53 7.00 102 103 60.53 7.00 101 102 60.53 8.00 53 101 60.53 102.00 33 53 60.53 3.33 32 33 588.69 12.00 FITTING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 18.0 1.0 72 73 386.73 12.00 1.0 92 72 46.37 2.00 18.0 52 92 46.37 212.50 42.0 32 52 46.37 3.33 18.0 31 32. 635.06 10.00 0.0 71 72 340.36 10.00 0.0 91 71• 37.18 2.00 18.0 51 91 37.18 212.50 42.0 31 51 37.18 3.33 18.0 30 31 672.24 10.00 1.0 70 71 303.18 10.00 1.0 90 70 29.04 2.00 18.0 50 90 29.04 212.50 42.0 30 50 29.04 3.33 18.0 29 30 701.27 10.00 0.0 69 70 274.15 10.00 0.0 89 69 23.40 2.00 18.0 49 89 23.40 212.50 42.0 29 49 23.40 3.33 18.0 28 29 724.67 8.00 0.0 68 69 250.75 8.00 0.0 88 68 20.55 2.00 18.0 48 88 20.55 212.50 42.0 28 48 20.55 3.33 18.0 27 28 745.23 12.00 1.0 67 68 230.19 12.00 1.0 87 67 19.02 2.00 18.0 47 87 19.02 212.50 42.0 DIAM 2.203 2.203 2.203 2.203 2.203 2.203 2.203 2.203 2.203 2.203 2.203 2.203 4.310 TYPE BL BL BL BL BL BL BL BL BL BL BL RN CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL PSI/Ft 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.070 04-25-2000 PAGE 5 S -LOSS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.44 0.12 PRESSURES 43.63 43.41 43.85 43.63 44.07 44.29 44.51 44.73 44.95 45.14 45.33 45.55 49.06 51.08 52.11 43.85 44.07 44.29 44.51 44.73 44.95 45.14 45.33 45.55 49.06 51.08 0.311 0.12 46.60 42.44 0.017 -0.87 46.06 46.60 0.017 0.00 50.28 46.06 0.017 1.44 52.07 50.28 0.080 0.10 52.97 52.07 0.245 0.10 49.14 46.59 0.011 -0.87 48.49 49.14 0.011 0.00 51.29 48.49 0.011 1.44 52.96 51.29 0.089 0.10 54.04 52.96 0.198 0.10 51.42 49.14 0.007 -0.87 50.69 51.42 0.007 0.00 52.47 50.69 0.007 1.44 54.06 52.47 0.096 0.10 55.12 54.06 0.164 0.10 53.16 51.42 0.005 -0.87 52.38 53.16 0.005 0.00 53.58 52.38 0.005 1.44 55.12 53.58 0.102 0.08 56.02 55.12 0.139 0.08 54.36 53.16 0.004 -0.87 53.56 54.36 0.004 0.00 54.50 53.56 0.004 1.44 56.02 54.50 0.108 0.12 57.54 56.02 0.119 0.12 56.03 54.36 0.003 -0.87 55.22 56.03 0.003 0.00 56.03 55.22 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 FROM TO FLOW LENGTH FITTING DIAM TYPE 27 47 19.02 3.33 18.0 2.203 RN 26 27 764.25 12.00 0.0 4.310 CM 66 86 46 26 25 67 66 86 46 26 211.17 20.47 20.47 20.47 784.72 12.00 2.00 212.50 3.33 12.00 65 85 45 25 24 66 65 85 45 25 190.70 24.70 24.70 24.70 809.42 12.00 2.00 212.50 3.33 12.00 64 65 166.00 84 64 30.46 44 84 30.46 24 44- 30.46 23 24 839.89 12.00 2.00 212.50 3.33 12.00 63 64' 135.53 83 63 38.15 43 83 38.15 23 43 38.15 22 23 878.04 12.00 2.00 212.50 3.33 10.00 62 82 42 22 21 63 62 82 42 22 97.38 44.96 44.96 44.96 923.00 10.00 2.00 212.50 3.33 10.00 61 81 41 21 62 61 81 41 52.42 52.42 52.42 52.42 10.00 2.00 212.50 3.33 0.0 18.0 42.0 18.0 1.0 1.0 18.0 42.0 18.0 0.0 0.0 18.0 42.0 18.0 1.0 1.0 18.0 42.0 18.0 0.0 0.0 18.0 42.0 18.0 0.0 0.0 18.0 42.0 18.0 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 4.310 CM 2.703 CM1 2.203 RN1 2.203 BL 2.203 RN 04-25-2000 PAGE 6 PSI/Ft S -LOSS PRESSURES 0.003 1.44 57.54 56.03 0.113 0.12 59.01 57.54 0.101 0.004 0.004 0.004 0.119 0.12 - 0.87 0.00 1.44 0.12 0.084 0.12 0.005 -0.87 0.005 0.00 0.005 1.44 0.126 0.12 0.065 0.12 0.008 -0.87 0.008 0.00 0.008 1.44 0.134 0.12 0.045 0.12 0.012 -0.87 0.012 0.00 0.012 1.44 0.146 0.10 0.024 0.016 0.016 0.016 0.160 0.008 0.021 0.021 0.021 0.10 - 0.87 0.00 1.44 0.10 0.10 - 0.87 0.00 1.44 57.36 56.56 57.50 59.02 60.68 58.57 57.80 59.12 60.67 62.30 59.46 58.74 60.67 62.27 64.14 60.16 59.52 62.47 64.16 65.72 60.50 59.94 63.94 65.71 67.41 60.68 60.23 65.55 67.44 56.02 57.36 56.56 57.50 59.02 57.36 58.57 57.80 59.12 60.67 58.56 59.46 58.74 60.67 62.27 59.46 60.16 59.52 62.47 64.16 60.16 60.50 59.94 63.94 65.71 60.50 60.68 60.23 65.55 2 1 674.29 1048.00 16.0 10.275 LU 0.001 0.00 113.73 112.67 3 2 674.29 12.00 71.0 10.275 LU 0.001 0.00 113.81 113.73 4 3 674.29 0.01 0.0 10.275 LU 0.001 -8.02 105.79 113.81 COMMENT: ADDED 18.5' OF ELEVATION TO REPRESENT 8 LBS. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE CHECK DETECTOR ASSEMBLY 5 4 674.29 73.00 16.0 10.275 LU 0.001 0.00 105.88 105.79 6 5 674.29 663.00 179.0 10.275 LU 0.001 0.00 106.72 105.88 7 6 674.29 268.00 30.0 10.275 LU 0.001 0.00 107.02 106.72 8 7 674.29 22.00 71.0 10.275 LU 0.001 0.00 107.11 107.02 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 WET SYSTEM GRID: SHIFT ONE HEAD TOWARDS PRIMARY .35/2000 K=8.2 FILE NAME: T3335W1 04-25-2000 PAGE 7 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 9 8 1174.29 111.00 110.0 10.275 LU 0.003 0.00 107.71 107.11 COMMENT: 500 G.P.M. ADDED AT NODE 8 FOR OUTSIDE HOSE STREAMS. 10 9 2149.71 302.00 37.0 10.275 LU 0.008 0.00 110.56 107.71 11 10 2149.71 199.00 103.0 10.275 LU 0.008 0.00 113.10 110.56 12 11 2149.71 682.00 117.0 10.275 LU 0.008 0.00 119.81 113.10 13 12 2149.71 5.00 71.0 10.275 LU 0.008 0.00 120.45 119.81 14 13 2149.71 0.01 0.0 10.275 LU 0.008 -8.02 112.43 120.45 COMMENT: ADDED 18.5' OF ELEVATION TO REPRESENT 8 LBS. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE CHECK DETECTOR ASSEMBLY 1 14 2149.71 40.00 0.0 10.275 LU 0.008 0.00 112.77 112.43 20 21 975.42 38.25 112.0 4.310 FM 0.177 0.36 94.42 67.42 17 20 975.42 15.71 6.0 4.310 FR1 0.177 6.81 105.08 94.42 16 17 975.42 2.12 39.0 6.357 FR 0.027 0.92 107.10 105.08 9 16 975.42 26.00 77.0 8.265 UN 0.006 0.00 107.68 107.10 0 1 1475.42 28.00 0.0 10.275 UN 0.004 0.00 112.79 112.67 SMITH FIRE SYSTEMS, INC. 1106 54TH AVENUE EAST TACOMA, WA 98424 SWAY BRACE CALCULATIONS FOR BEST BUY SUPERSTORE TUKWILA, WASHINGTON SFS JOB #: T3-335 JOB NAME: BEST leArl SUPERSTORE : JOB NUMBER: T3- 3&5- BRACE &S BRACE DESIGNATION: 1 SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: • LATERAL ❑ LONGITUDINAL C_omPow r►tT 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) Col' /0 25.79 11.52-1 297.333 N.° )0 143. 6,(0 1.52.5 219.012 TOTAL HORIZONTAL LOAD'. OADI 51 Co. 4 a s DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: 4) TYPE OF STRUCTURE TO BE FASTENED TO: C. M. U• 1 LOGk WALL I II SIZE 7 •- 0 /11 16uacc.. PIPE TYPE C500 lbs. @ 45 ° TO se/ ° (a) FROM VERTICAL 40 SCHEDULE 5) BRACE CONFIGURATION TYPE " A " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: g.W) K goL7 SIZE x 331 z2 LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: /010 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one)k TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 1111 YES ❑ NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = CALCULATED HORIZONTAL LOAD) = a58. a _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) /0 4o VERT/CAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: lbs. x 1 HORIZONTAL LOAD 1 ITAN QI • ROUNOED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED 1 ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ . _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UV TO NEAREST WHOLE NUMBER JOB NAME: BEST (iU`( SUPEIZSTOP.E JOB NUMBER: T3— 33s BRACE DESIGNATION: SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: 0 LATERAL 0 LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 S•�- SO s, 430 2.71PSoo a S.F 577.a9 1_.A95 )0c3.9 TOTAL _ HORIZONTAL LOAD I 13 GS, 4 GS- 3) PER TABLE 3.2.1.(b) FOR lir = 200` SIZE AND TYPE OF BRACE MATERIAL: j1 SIZE 7 •- 0 MAXIMUM LENGTH OF BRACE: QI�C IC P I PE TYPE 40 MAXIMUM HORIZONTAL LOAD: ZSO° lbs. @ 4S ° TO S9 ° ( t) FROM VERTICAL SCHEDULE 4) TYPE OF STRUCTURE TO BE FASTENED TO: SiEE.L f3►* SOIST / Cs,IiGIle 2 JOIST 5) BRACE CONFIGURATION TYPE " C. " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: STE-et_ 1 x> L.T SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 18 30 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? II YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ 082.7 _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) )836 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: lbs. x 1 HORIZONTAL LOAD 1 ITAN (71 • ROUNDED w TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED i ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED IIP TO NEATEST WHOLE NUMBER JOB NAME: GEST 6U 1 SOPERST02E JOB NUMBER: T3— 3S BRACE DESIGNATION: 3 SWAY BRACE CALCULATIONS • PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: • LATERAL 0 LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 Io sl.50 5.8/S 3zi.2i8 l TOTAL HORIZONTAL LOAD ' 3 2,1. Z78 3) PER TABLE 3.2.1.(b) FOR 1/r = 200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: 7 I UI SIZE 131 -nuc PIPE O " TYPE MAXIMUM HORIZONTAL LOAD: 2$OQ lbs. @ AS ° TO S9 ° ( a ) FROM VERTICAL 40 SCHEDULE 4) TYPE OF STRUCTURE TO BE FASTENED TO: STc L, 13AIz UOIST / GIQbeIz SIS' 5) BRACE CONFIGURATION TYPE " (_ " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: .S7 (30LT SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: /810 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? YES 13 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) = I (oO.C. _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERT/CAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) ( HORIZONTAL LOAD I (TAN DU 1830 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER JOB NAME: BEST e) Y SoPERSToR .E JOB NUMBER: T3- 33S BRACE DESIGNATION: SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 4 1) TYPE OF BRACE: 2) CALCULATED LOAD: 0 LATERAL U LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 10 80 S. 89-g 411. 60 TOTAL HORIZONTAL LOAD 471,6, rj D/AGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: 7 SIZE 0 TIAL PIPE TYPE MAXIMUM HORIZONTAL LOAD: 2 SOO lbs. @ LIS ° TO S`i ° (CC) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: C. M. U. BL(GK. WALL 40 SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: yCW (K ROLT IZ x 334 2I SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: j 04 0 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES • NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = JCALCULATED HORIZONTAL LOAD) _ 471.Co _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) /040 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) I HORIZONTAL LOAD I (TAN OU 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UV TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED i ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED W TO NEAREST WHOLE NUMBER JOB NAME: BEST L Y SUPERSToIZE JOB NUMBER: T3— 3&5- BRACE 35 BRACE DESIGNATION: S SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: 0 LATERAL • LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 S.F., 8a s•430 434.400 • TOTAL HORIZONTAL LOAD 1 434.400 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: !" SIZE 7 ,_ O " Qu�uc. PIPE TYPE MAXIMUM HORIZONTAL LOAD: 2.500 lbs. @ 45 ° TO 59 ° ( a ) FROM VERTICAL 40 SCHEDULE 4) TYPE OF STRUCTURE TO BE FASTENED TO: ST &.. (3Ae 30/57 / 6/e Dee TorS1 5) BRACE CONFIGURATION TYPE " C. " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: STEL (30L7 1e. x SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 180 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? ® YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) = 2.17. ZO _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) I HORIZONTAL LOAD ►TAN co 1830 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED r ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BEST BUY - ' = - - JOB NO. T3-335 DATE 4-25-2000 ADDRESS 17356 SOUTHCENTER PARKWAY BY: FRED BLANCHARD UKWILA, WA. SYSTEM DESIGNATION: #2 (DRY) - EXTERIOR CANOPY HAZARD DESCRIPTION: ORDINARY HAZARD GROUP 1 OCCUPANCY. HAZARD CLASS PER NFPA 13 -1996 EDITION SPECIFIC RULING: RULING MADE BY: FACTORY MUTUAL ENGINEERING. DENSITY: (7) HEADS FLOWING @ 7 P.S.I. MINIMUM END HEAD PRESSURE. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM CONNECTION TO SITE HYDRANT (NODE 8) IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 102 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130.00 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G - 3 TEMPERATURE: 165° F K -FACTOR: 5.62 ORIFICE SIZE: '/2" WATER SUPPLY: STATIC: 146 PSI RESIDUAL: 20 PSI FLOW: 6,031 GPM ELEVATION OF TEST: 100.00 (ELEVATION OF SITE FLOOR: 100.00 FEET). DATE OF TEST: FEBRUARY 18, 2000 DATA PROVIDED BY: CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. LOCATION OF TEST: SOUTHCENTER PARKWAY AND MINKLER BOULEVARD. BASE OF RISER DEMAND 151.2 G.P.M. REQUIRED AT 118.1 P.S.I. (INCLUDING 0 G.P.M. FOR HOSE STREAMS) SUMMARY 401.2 G.P.M. REQUIRED AT 118.8 P.S.I. AT CONNECTION TO SITE LOOP (INCLUDING 250 G.P.M. FOR TOTAL HOSE STREAMS) SHEET OF 0 1: BUY S 'ER ORD IL•B NAM: 0) m w m a a• a M��Mrr� MMMMM NM 2 w m w' cn 0 cc =T 0 2 0. o 0 � M �t O O N �O cfv11 i:• u 63I314TMEIN.. • • • • • ■ _._ __u.._ ■��MUNNN/ 1—_uu, UMW MEOW IN _w ■u■ IMu.. M _... wrw�NW/ Minn O * MUM WV AWNS. W WNW , is mu� rI a 1•U•� - I__ 1M Emom. =mow Mk MU t- 0_ 0 w 0 J 0 Z Ian• • • lin to ON O 0 'O .-4 O O CO O O N O ISd NI 3E1f1SS3ad SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333522 FLOW TEST RESULTS Water Supply STATIC 146.00 PSI RESIDUAL 20.00 PSI @ 6031.00 GPM CITY PRESSURE AVAILABLE AT 401.2 GPM 145.16 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 411 26.60 18.93 5.62 22.40 412 23.84 18.93 5.62 18.00 413 21.95 19.20 5.62 15.26 414 20.53 19.20 5.62 13.35 415 19.74 19.20 5.62 12.34 416 19.32 19.20 5.62 11.82 417 19.20 19.20 5.62 11.67 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 82 TO 92 151.19 GPM 250.00 GPM 401.19 GPM 118.83 PSI 0.00 PSI 21.83 FPS 04-25-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END FILENAME: T333522 Location From To 407 417 406 407 Flow in GPM Q 19.20 Q 19.20 406 416 Q 19.32 405 406DQ 19.20 Q 38.52 Pipe Size IN 1.049 AO 1.682 BN1 1.049 AO 1.682 BN1 405 415 1.049 Q 19.74 AO 404 405DQ 38.52 1.682 Q 58.26 BN1 404 414 1.049 Q 20.53 AO 403 404DQ 58.26 1.682 Q 78.79 BN1 403 413 1.049 Q 21.95 AO 402 403DQ 78.79 1.682 Q 100.75 BN1 Fittings Devices L F=T/E,T F T L F=0/0 F T L F=T/E,T F T L F=0/CFM F T L F=T/E,T F T L F=0/0 F T L F=T/E,T F T L F=0/CFM F T L F=T/E,T F T L F=0/0 F T 04-25-2000 PAGE 2 HEAD PRESSURE. Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI 2.00 12.00 14.00 12.00 0.00 12.00 2.00 12.00 14.00 12.00 1.00 13.00 2.00 12.00 14.00 11.83 0.00 11.83 2.00 12.00 14.00 12.00 1.00 13.00 2.00 12.00 14.00 11.83 0.00 11.83 C=120 0.1207 C=120 0.0121 C=120 0.1221 C=120 0.0439 C=120 0.1271 C=120 0.0944 C=120 0.1366 C=120 0.1650 C=120 0.1546 C=120 0.2599 PT PE PF PT PE PF PT PT PE PF PT PE PF PT PT PE PF PT PE PF PT PT PE PF PT PE PF PT PT PE PF PT PE PF PT 11.67 (417) - 0.22 1.69 13.14 (407) 0.02 0.15 13.31 (406) 11.82 (416) - 0.22 1.71 13.31 (406) 0.02 0.57 13.90 (405) 12.34 (415) - 0.22 1.78 13.90 (405) 0.02 1.12 15.04 (404) 13.35 (414) - 0.22 1.91 15.04 (404) 0.02 2.15 17.21 (403) 15.26 (413) -0.22 2.16 17.20 (403) 0.02 3.07 20.29 (402) SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333522 04-25-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 402 412 Q 23.84 401 402DQ 100.75 Q 124.59 401 411 Q 26.60 1.049 L 2.00 C=120 PT 18.00 (412) F=T/E,T F 12.00 PE -0.22 AO T 14.00 0.1801 PF 2.52 1.682 L 11.83 C=120 PT 20.30 (402) F=0/CFM F 1.00 PE 0.02 BN1 T 12.83 0.3851 PF 4.94 PT 25.26 (401) 1.049 L 2.00 C=120 PT 22.40 (411) F=T/E,T F 12.00 PE -0.22 AO T 14.00 0.2205 PF 3.09 92 401DQ 124.59 1.682 L 32.16 C=120 PT 25.27 (401) Q 151.19 F=T,2TFM/CFM F 15.00 PE 0.00 • BN1 T 47.16 0.5508 PF 25.98 82 92 1.682 L 17.17 C=120 PT 51.25 ( 92) • Q 151.19 F=T,TFM/E,2EFM F 25.00 PE -4.26 NC4 T 42.17 0.5508 PF 23.23 81 82 40 81 35 40 34 35 33 34 32 33 Q 151.19 2.157 L 67.92 C=120 PT 70.22 ( 82) F=CFM/2CFM F 3.00 PE 0.00 NC3 T 70.92 0.1640 PF 11.63 2.157 L 91.08 C=120 PT 81.85 ( 81) Q 151 19 F=T,2E,6EFM/2CFM F 50.00 PE 0.00 NC3 T 141.08 0.1640 PF 23.14 Q 151.19 Q 151.19 Q 151.19 Q 151.19 4.260 L 53.92 C=120 PT 104.99 ( 40) F=2CFM/TFM,T F 30.00 PE 0.49 NC2 T 83.92 0.0060 PF 0.50 4.260 L 6.00 C=120 PT 105.98 ( 35) F=0/0 F 0.00 PE 0.05 NC2 T 6.00 0.0060 PF 0.04 4.260 L 10.00 C=120 PT 106.07 ( 34) F=0/0 F 0.00 PE 0.09 NC2 T 10.00 0.0060 PF 0.06 4.260 L 10.00 C=120 PT 106.22 ( 33) F=0/CFM F 1.00 PE 0.09 NC2 T 11.00 0.0060 PF 0.07 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333522 04-25-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 31 32 4.260 L 8.00 C=120 PT 106.38 ( 32) Q 151.19 F=0/0 F 0.00 PE 0.07 NC2 T 8.00 0.0060 PF 0.05 30 31 4.260 L 12.00 C=120 PT 106.50 ( 31) Q 151.19 F=0/0 F 0.00 PE 0.11 NC2 T 12.00 0.0060 PF 0.07 29 30 4.260 L 12.00 C=120 PT 106.68 ( 30) Q 151.19 F=0/CFM F 1.00 PE 0.11 NC2 T 13.00 0.0060 PF 0.08 28 29 4.260 L 12.00 C=120 PT 106.87 ( 29) Q 151.19 F=0/0 F 0.00 PE 0.11 NC2 T 12.00 0.0060 PF 0.07 27 28 4.260 L 20.25 C=120 PT 107.05 ( 28) Q 151.19 F=E,2EFM/E,2EFM F 42.00 PE 0.11 NC2 T 62.25 0.0060 PF 0.37 26 27 4.260 L 12.00 C=120 PT 107.53 ( 27) Q 151.19 F=0/0 F 0.00 PE 0.11 NC2 T 12.00 0.0060 PF 0.07 25 26 4.260 L 10.00 C=120 PT 107.71 ( 26) Q 151.19 F=0/CFM F 1.00 PE 0.09 NC2 T 11.00 0.0060 PF 0.07 24 25 4.260 L 10.00 C=120 PT 107.87 ( 25) Q 151.19 F=0/0 F 0.00 PE 0.09 NC2 T 10.00 0.0060 PF 0.06 500 24 4.260 L 36.25 C=120 PT 108.02 ( 24) Q 151.19 F=T,TFM/E,2EFM F 49.00 PE 0.14 NC2 T 85.25 0.0060 PF 0.51 23 500 6.357 L 2.00 C=120 PT 108.67 (500) Q 151.19 F=0/0 F 0.00 PE 0.00 NC1 T 2.00 0.0008 PF 0.00 22 23 6.357 L 10.00 C=120 PT 108.67 ( 23) Q 151.19 F=0/0 F 0.00 PE 0.09 NC1 T 10.00 0.0008 PF 0.01 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD FILENAME: T333522 Location From To 21 22 Flow in GPM Q 151.19 2 1 3 2 Q 1227.58 Q 1227.58 4 3 Q COMMENT: COMMENT: Pipe Size IN Fittings Devices 6.357 L F=E,2EFM F NC1 T 10.275 LU 10.275 LU PRESSURE. Equiv Friction Length Loss Ft PSI/Ft 11.75 26.00 37.75 L 1048.00 F=EE F 16.00 T 1064.00 L F=T F T 12.00 71.00 83.00 04-25-2000 PAGE 5 Pressure Summary PSI C=120 PT 108.77 ( 22) PE 0.01 0.0008 PF 0.03 PT 108.81 ( 21) C=140 0.0030 C=140 0.0030 10.275 L 0.01 C=140 1227.58 F=0 F 0.00 LU T 0.01 0.0030 18.50 FEET OF ELEVATION ADDED FOR 8.0 P.S.I. EXISTING 10 INCH DOUBLE DETECTOR CHECK VALVE 5 4 10.275 Q 1227.58 LU 6 5 10.275 Q 1227.58 LU 7 6 10.275 Q 1227.58 LU 8 7 10.275 Q 1227.58 LU F=EE F=T,4E,EE F=E,GV F=T 9 8DQ 250.00 10.275 Q 1477.58 F=T,E,EE LU COMMENT: 250 G.P.M. ADDED AT NODE 8 10 9DQ 151.19 Q 1628.77 10.275 F=GV,E,GV LU L 73.00 F 16.00 T 89.00 L 663.00 F 179.00 T 842.00 L 268.00 F 30.00 T 298.00 L F T 22.00 71.00 93.00 C=140 0.0030 C=140 0.0030 C=140 0.0030 C=140 0.0030 PT 118.82 ( 1) PE 0.00 PF 3.19 PT 122.01 ( 2) PE 0.00 PF 0.25 PT 122.26 ( 3) PE -8.02 PF 0.00 LOSS THRU ASSEMBLY. PT 114.24 ( 4) PE 0.00 PF 0.27 PT 114.51 ( 5) PE 0.00 PF 2.53 PT 117.04 ( 6) PE 0.00 PF 0.89 PT 117.93 ( 7) PE 0.00 PF 0.28 L 111.00 C=140 PT 118.21 ( 8) F 110.00 PE 0.00 T 221.00 0.0042 PF 0.93 FOR OUTSIDE HOSE STREAMS. L 302.00 F 37.00 T 339.00 C=140 PT 119.14 ( 9) PE 0.00 0.0050 PF 1.69 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD FILENAME: T333522 Location From To 11 10 12 11 Flow in GPM Q 1628.77 Q 1628.77 Pipe Size IN 10.275 LU 10.275 LU 13 12 10.275 Q 1628.77 14 13 COMMENT: COMMENT: LU 10.275 Q 1628.77 Fittings Devices F=T,2EE F=T,2E F=T F=0 LU 18.50 FEET OF ELEVATION EXISTING 10 INCH DOUBLE 1 14 Q 1628.77 20 21 19 20 COMMENT: COMMENT: 18 19 17 18 16 17 Q 151.19 Q 151.19 10.275 Equiv Length Ft L 199.00 F 103.00 T 302.00 L F T L F T 682.00 117.00 799.00 5.00 71.00 76.00 PRESSURE. Friction Loss PSI/Ft C=140 0.0050 C=140 0.0050 C=140 0.0050 L 0.01 C=140 F 0.00 T 0.01 0.0050 ADDED FOR 8.0 P.S.I. DETECTOR CHECK VALVE L 40.00 F=0 F 0.00 LU T 40.00 6.357 L 14.92 F=CFM/E,2EFM F 27.00 FR2 T 41.92 6.357 L 0.00 F=0/0 F 0.00 FR1 T 0.00 4.62 FEET OF ELEVATION ADDED FOR 2.0 6 INCH GEM MODEL F3021 DRY PIPE VALVE. C=140 0.0050 C=120 0.0008 04-25-2000 PAGE 6 PT PE PF PT PE PF PT PE PF Pressure Summary PSI 120.83 ( 10) 0.00 1.51 122.34 ( 11) 0.00 3.99 126.33 ( 12) 0.00 0.38 PT 126.71 ( 13) PE -8.02 PF 0.00 LOSS THRU ASSEMBLY. PT PE PF PT PT PE PF 118.69 0.00 0.20 118.89 108.79 6.47 0.03 C=120 PT 115.29 ( 20) PE 2.00 0.0008 PF 0.00 P.S.I. LOSS THRU Q 151.19 Q 151.19 Q 151.19 6.357 L F=T,EFM/GV F FR1 T 6.357 FM1 6.357 FR L F=T,EFM F T L F=T,CFM F T 1.63 46.00 47.63 2.00 42.00 44.00 2.12 39.00 41.12 C=120 0.0008 C=120 0.0008 C=120 0.0008 PT 117.29 ( 19) PE 0.71 PF 0.04 PT 118.04 ( 18) PE 0.00 PF 0.04 PT 118.08 ( 17) PE 0.92 PF 0.03 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM MOST DEMANDING AREA (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333522 04-25-2000 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 9 16 8.265 L 26.00 C=140 PT 119.03 ( 16) Q 151.19 F=T,GV,E F 77.00 PE 0.00 UN T 103.00 0.0002 PF 0.02 PT 119.05 ( 9) 0 1 10.275 L 28.00 C=140 PT 118.82 ( 1) Q 401.19 F=0 F 0.00 PE 0.00 UN T 28.00 0.0004 PF 0.01 PT 118.83 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. T3-335 BEST BUY SUPERSTORE SYSTEM #2 STOCKROOM AUXILIARY REMOTE AREA DESIGN DENSITY: .35 G.P.M. flu 2,600 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 1,422.7 G.P.M.‘FLOW 74.2 P.S.I. AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULATION - STOCKROOM .35 G.P.M. / 2,000 SQ. FT. K = 8.2 FILENAME: T333521 FLOW TEST RESULTS Water Supply STATIC 146.00 PSI RESIDUAL 20.00 PSI @ 6031.00 GPM CITY PRESSURE AVAILABLE AT 1922.7 GPM 130.80 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 301 40.63 27.30 8.20 24.55 302 39.22 27.30 8.20 22.88 303 37.94 27.30 8.20 21.41 304 36.79 27.30 8.20 20.13 305 40.39 27.30 8.20 24.27 306 38.99 27.30 8.20 22.61 307 37.72 27.30 8.20 21.16 308 36.58 27.30 8.20 19.90 309- 41.66 27.30 8.20 25.81 310 40.22 27.30 8.20 24.06 311 38.91 27.30 8.20 22.52 312` 37.74 27.30 8.20 21.18 313 30.68 27.30 8.20 14.00 314 29.90 27.30 8.20 13.29 315 29.23 27.30 8.20 12.71 316 28.76 27.30 8.20 12.30 317 28.53 27.30 8.20 12.11 318 28.32 27.30 8.20 11.93 319 28.19 27.30 8.20 11.82 320 28.13 27.30 8.20 11.77 321 29.97 27.30 8.20 13.35 322 29.20 27.30 8.20 12.68 323 28.55 27.30 8.20 12.12 324 28.09 27.30 8.20 11.73 325 27.86 27.30 8.20 11.55 326 27.66 27.30 8.20 11.37 327 27.52 27.30 8.20 11.27 328 27.47 27.30 8.20 11.22 329 29.78 27.30 8.20 13.19 330 29.02 27.30 8.20 12.52 331 28.37 27.30 8.20 11.97 332 27.92 27.30 8.20 11.59 04-25-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULATION - STOCKROOM .35 G.P.M. / 2,000 SQ. FT. K = 8.2 FILENAME: T333521 333 27.69 27.30 8.20 11.40 334 27.48 27.30 8.20 11.23 335 27.35 27.30 8.20 11.13 336 27.30 27.30 8.20 11.08 337 46.74 24.50 8.20 32.49 338 46.34 24.50 8.20 31.93 339 45.67 24.50 8.20 31.02 340 45.25 28.00 8.20 30.45 341 44.03 24.50 8.20 28.83 342 44.90 28.00 8.20 29.98 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 500 TO 24 1422.71 GPM 500.00 GPM 1922.71 GPM 85.51 PSI 0.00 PSI 25.88 FPS 04-25-2000 PAGE 2 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULATION - STOCKROOM .35 G.P.M. / 2,000 SQ. FT. K = 8.2 FILENAME: T333521 04-25-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 328 336 27.30 6.00 0.0 1.682 BN2 0.023 0.00 11.22 11.08 320 328 54.77 6.50 0.0 1.682 BN2 0.084 0.00 11.77 11.22 55 320 82.90 2.25 13.0 1.682 BN2 0.181 0.00 14.53 11.77 35 55 82.90 2.71 12.0 1.682 NR2 0.181 1.17 18.37 14.53 340 342 44.90 8.00 0.0 1.682 BN3 0.058 0.00 30.45 29.98 338 340 90.15 7.00 0.0 1.682 BN3 0.212 0.00 31.93 30.45 43 338 136.49 22.00 12.0 1.682 BN3 0.456 0.00 47.43 31.93 23 43 136.49 2.71 12.0 1.682 NR1 0.456 1.17 55.30 47.43 339 341 44.03 13.00 26.0 1.682 BN3 0.056 0.00 31.02 28.83 337 339 89.70 7.00 0.0 1.682 BN3 0.210 0.00 32.49 31.02 42 337 136.43 22.00 12.0 1.682 BN3 0.456 0.00 47.98 32.49 22 42 136.43 2.71 12.0 1.682 NR1 0.456 1.17 55.85 47.98 327 335 27.35 6.00 0.0 1.682 BN2 0.023 0.00 11.27 11.13 319 327 54.88 6.50 0.0 1.682 BN2 0.084 0.00 11.82 11.27 54 319 83.06 2.25 13.0 1.682 BN2 0.182 0.00 14.59 11.82 34 54 83.06 2.71 12.0 1.682 NR2 0.182 1.17 18.44 14.59 326 334 27.48 6.00 0.0 1.682 BN2 0.023 0.00 11.37 11.23 318 326 55.14 6.50 0.0 1.682 BN2 0.085 0.00 11.92 11.37 53 318 83.46 2.25 13.0 1.682 BN2 0.184 0.00 14.72 11.92 33 53 83.46 2.71 12.0 1.682 NR2 0.184 1.17 18.59 14.72 325 333 27.69 6.00 0.0 1.682 BN2 0.024 0.00 11.54 11.40 317 325 55.55 6.50 0.0 1.682 BN2 0.086 0.00 12.10 11.54 52 317 84.09 2.25 13.0 1.682 BN2 0.186 0.00 14.94 12.10 32 52 84.09 2.71 12.0 1.682 NR2 0.186 1.17 18.85 14.94 324 332 27.92 6.00 0.0 1.682 BN2 0.024 0.00 11.74 11.59 316 324 56.00 6.50 0.0 1.682 BN2 0.088 0.00 12.31 11.74 51 316 84.77 2.25 13.0 1.682 BN2 0.189 0.00 15.19 12.31 31 51 84.77 2.71 12.0 1.682 NR2 0.189 1.17 19.14 15.19 323 331 28.37 6.00 0.0 1.682 BN2 0.025 0.00 12.12 11.97 315 323 56.92 6.50 0.0 1.682 BN2 0.090 0.00 12.71 12.12 50 315 86.16 2.25 13.0 1.682 BN2 0.195 0.00 15.68 12.71 30 50 86.16 2.71 12.0 1.682 NR2 0.195 1.17 19.71 15.68 322 330 29.02 6.00 0.0 1.682 BN2 0.026 0.00 12.68 12.52 314 322 58.22 6.50 0.0 1.682 BN2 0.094 0.00 13.29 12.68 49 314 88.11 2.25 13.0 1.682 BN2 0.203 0.00 16.38 13.29 29 49 88.11 2.71 12.0 1.682 NR2 0.203 1.17 20.53 16.38 321 329 29.78 6.00 0.0 1.682 BN2 0.027 0.00 13.35 13.19 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULATION - STOCKROOM .35 G.P.M. / 2,000 SQ. FT. K = 8.2 FILENAME: T333521 FROM TO FLOW LENGTH FITTING DIAM TYPE 313 321 59.75 6.50 0.0 1.682 BN2 48 313 90.43 2.25 13.0 1.682 BN2 28 48 90.43 2.71 12.0 1.682 NR2 47 312 37.74 6.00 12.0 46 311 38.91 6.00 12.0 45 310 40.22 6.00 12.0 44 309 41.66 6.00 12.0 304 308 36.58 6.00 0.0 47 304 73.37 0.50 12.0 27 47 111.11 2.71 12.0 303 307 37.72 6.00 0.0 46 303 75.66 0.50 12.0 26 46 114.57 2.71 12.0 302 306 38.99 6.00 0.0 45 302 78.22 0.50 12.0 25 45 118.44 2.71 12.0 301 305 40.39 6.00 0.0 44 301 81.03 0.50 12.0 24 44 122.69 2.71 12.0 34 35 82.90 6.00 0.0 33 34 165.97 10.00 0.0 32 33 249.43 10.00 1.0 31 32 333.51 8.00 0.0 30 31 418.28 12.00 0.0 29 30 504.44 12.00 1.0 28 29 592.55 12.00 0.0 27 28 682.98 20.25 42.0 26 27 794.09 12.00 0.0 25 26 908.66 10.00 1.0 24 25 1027.10 10.00 0.0 500 24 1149.79 36.25 49.0 23 500 1149.79 2.00 0.0 22 23 1286.27 10.00 0.0 21 22 1422.71 11.75 26.0 1.682 BN1 1.682 BN1 1.682 BN1 1.682 BN1 1.682 BN1 1.682 BN1 1.682 NR1 1.682 BN1 1.682 BN1 1.682 NR1 1.682 BN1 1.682 BN1 1.682 NR1 1.682 BN1 1.682 BN1 1.682 NR1 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 6.357 6.357 6.357 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC2 NC1 NC1 NC1 04-25-2000 PAGE 4 PSI/Ft S -LOSS PRESSURES 0.099 0.00 13.99 13.35 0.213 0.00 17.24 13.99 0.213 1.17 21.54 17.24 0.042 0.00 0.045 0.00 0.047 0.00 0.051 0.00 21.94 23.32 24.91 26.72 21.18 22.52 24.06 25.81 0.040 0.00 20.14 19.90 0.145 0.00 21.95 20.14 0.312 1.17 27.70 21.95 0.042 0.00 21.41 21.16 0.153 0.00 23.32 21.41 0.330 1.17 29.34 23.32 0.045 0.00 22.88 22.61 0.163 0.00 24.91 22.88 0.351 1.17 31.24 24.91 0.048 0.00 24.56 24.27 0.174 0.00 26.73 24.56 0.374 1.17 33.40 26.73 0.002 0.05 18.43 18.37 0.007 0.09 18.59 18.43 0.015 0.09 18.85 18.59 0.026 0.07 19.13 18.85 0.039 0.11 19.71 19.13 0.055 0.11 20.54 19.71 0.075 0.11 21.55 20.54 0.097 0.11 27.70 21.55 0.128 0.11 29.35 27.70 0.165 0.09 31.25 29.35 0.206 0.09 33.40 31.25 0.254 0.14 55.23 33.40 0.036 0.00 55.30 55.23 0.045 0.09 55.84 55.30 0.054 0.01 57.88 55.84 2 1 383.97 1048.00 16.0 10.275 LU 0.000 0.00 85.64 3 2 383.97 12.00 71.0 10.275 LU 0.000 0.00 85.66 4 3 383.97 0.01 0.0 10.275 LU 0.000 -8.02 77.64 COMMENT: 18.50 FEET OF ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 85.32 85.64 85.66 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULATION - STOCKROOM .35 G.P.M. / 2,000 SQ. FT. K = 8.2 FILENAME: T333521 FROM TO FLOW LENGTH FITTING DIAM TYPE 5 4 383.97 73.00 16.0 10.275 LU 6 5 383.97 663.00 179.0 10.275 LU 7 6 383.97 268.00 30.0 10.275 LU 8 7 383.97 22.00 71.0 10.275 LU 9 8 883.97 111.00 110.0 10.275 LU 04-25-2000 PAGE 5 PSI/Ft S -LOSS PRESSURES 0.000 0.00 77.67 77.64 0.000 0.00 77.92 77.67 0.000 0.00 78.01 77.92 0.000 0.00 78.04 78.01 0.002 0.00 78.39 78.04 COMMENT: 500 G.P.M. ADDED AT NODE 8 FOR OUTSIDE HOSE STREAMS. 10 9 2306.67 302.00 37.0 10.275 LU 0.009 0.00 81.61 78.39 11 10 2306.67 199.00 103.0 10.275 LU 0.009 0.00 84.48 81.61 12 11 2306.67 682.00 117.0 10.275 LU 0.009 0.00 92.07 84.48 13 12 2306.67 5.00 71.0 10.275 LU 0.009 0.00 92.79 92.07 14 13 2306.67 0.01 0.0 10.275 LU 0.009 -8.02 84.77 92.79 COMMENT: 18.50 FEET OF ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 1 14 2306.67 40.00 0.0 10.275 LU 0.009 0.00 85.15 84.77 20 21 1422.71 14.92 27.0 6.357 FR2 0.054 6.47 66.60 57.88 19 20 1422.71 0.00 0.0 6.357 FR1 0.054 2.00 68.60 66.60 COMMENT: 4.62 FEET OF ELEVATION ADDED FOR 2.0 P.S.I. LOSS THRU COMMENT: 6 INCH GEM MODEL F3021 DRY PIPE VALVE. 18 19 1422.71 1.63 46.0 6.357 FR1 0.054 0.71 71.87 68.60 17 18 1422.71 2.00 42.0 6.357 FM1 0.054 0.00 74.23 71.87 16 1'1 1422.71 2.12 39.0 6.357 FR 0.054 0.92 77.36 74.23 9 16 1422.71 26.00 77.0 8.265 UN 0.011 0.00 78.51 77.36 0 1 1922.71 28.00 0.0 10.275 UN 0.007 0.00 85.51 85.32 SMITH FIRE SYSTEMS, INC. JOB NO. T3-335 BEST BUY SUPERSTORE SYSTEM #2 EXTERIOR CANOPY OF PARTY UNIVERSE AUXILIARY REMOTE AREA DESIGN DENSITY: (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE SYSTEM DEMAND AT BASE OF RISER 162.1 G.P.M. FLOW @ 126.0 P.S.I. AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULAION - EXTERIOR CANOPY OF PARTY CITY (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333523 FLOW TEST RESULTS Water Supply STATIC 146.00 PSI RESIDUAL 20.00 PSI @ 6031.00 GPM CITY PRESSURE AVAILABLE AT 412.1 GPM 145.12 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 421 24.60 19.50 5.62 19.17 422 22.89 19.50 5.62 16.59 423 21.78 19.50 5.62 15.02 424 20.67 19.50 5.62 13.53 425 19.50 19.50 5.62 12.04 426 26.43 19.50 5.62 22.11 427 26.24 19.50 5.62 21.79 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 93 TO 421 162.11 GPM 250.00 GPM 412.11 GPM 126.81 PSI 0.00 PSI 17.25 FPS 04-25-2000 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULAION - EXTERIOR CANOPY OF PARTY CITY (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333523 04-25-2000 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 424 425 19.50 12.00 0.0 1.049 BN1 0.124 0.00 13.53 12.04 423 424 40.17 12.00 0.0 1.380 BN1 0.124 0.00 15.02 13.53 422 423 61.95 12.00 0.0 1.610 BN1 0.131 0.00 16.59 15.02 421 422 84.85 11.00 0.0 1.610 BN1 0.234 0.00 19.17 16.59 93 421 109.45 4.00 8.0 1.610 BN1 0.375 0.00 23.67 19.17 426 427 26.24 12.00 0.0 1.610 BN1 0.027 0.00 22.11 21.79 93 426 52.67 8.00 8.0 1.610 BN1 0.097 0.00 23.66 22.11 84 93 162.11 42.00 17.0 2.469 NC4 0.097 0.00 29.37 23.66 83 84 162.11 70.00 3.0 2.157 NC3 0.187 0.00 42.99 29.37 82 83 162.11 129.00 32.0 2.157 NC3 0.187 0.00 73.03 42.99 81 82 162.11 67.92 3.0 2.157 NC3 0.187 0.00 86.26 73.03 40 81 162.11 91.08 50.0 2.157 NC3 0.187 0.00 112.59 86.26 35 40 162.11 53.92 30.0 4.260 NC2 0.007 0.49 113.65 112.59 34 35 162.11 6.00 0.0 4.260 NC2 0.007 0.05 113.74 113.65 33 34 162.11 10.00 0.0 4.260 NC2 0.007 0.09 113.90 113.74 32 33 162.11 10.00 1.0 4.260 NC2 0.007 0.09 114.06 113.90 31 32 162.11 8.00 0.0 4.260 NC2 0.007 0.07 114.18 114.06 30 31 162.11 12.00 0.0 4.260 NC2 0.007 0.11 114.37 114.18 29 30 162.11 12.00 1.0 4.260 NC2 0.007 0.11 114.57 114.37 28 2 162.11 12.00 0.0 4.260 NC2 0.007 0.11 114.76 114.57 27 28 162.11 20.25 42.0 4.260 NC2 0.007 0.11 115.29 114.76 26 27 162.11 12.00 0.0 4.260 NC2 0.007 0.11 115.48 115.29 25 26 162.11 10.00 1.0 4.260 NC2 0.007 0.09 115.64 115.48 24 25 162.11 10.00 0.0 4.260 NC2 0.007 0.09 115.80 115.64 500 24 162.11 36.25 49.0 4.260 NC2 0.007 0.14 116.52 115.80 23 500 162.11 2.00 0.0 6.357 NC1 0.001 0.00 116.52 116.52 22 23 162.11 10.00 0.0 6.357 NC1 0.001 0.09 116.62 116.52 21 22 162.11 11.75 26.0 6.357 NC1 0.001 0.01 116.67 116.62 2 1 1222.95 1048.00 16.0 10.275 LU 0.003 0.00 129.89 126.80 3 2 1222.95 12.00 71.0 10.275 LU 0.003 0.00 130.13 129.89 4 3 1222.95 0.01 0.0 10.275 LU 0.003 -8.02 122.11 130.13 COMMENT: 18.50 FEET OF ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 5 4 1222.95 73.00 16.0 10.275 LU 0.003 0.00 122.37 122.11 6 5 1222.95 663.00 179.0 10.275 LU 0.003 0.00 124.81 122.37 7 6 1222.95 268.00 30.0 10.275 LU 0.003 0.00 125.67 124.81 8 7 1222.95 22.00 71.0 10.275 LU 0.003 0.00 125.94 125.67 9 8 1472.95 111.00 110.0 10.275 LU 0.004 0.00 126.87 125.94 COMMENT: 250 G.P.M. ADDED AT NODE 8 FOR OUTSIDE HOSE STREAMS. 10 9 1635.06 302.00 37.0 10.275 LU 0.005 0.00 128.56 126.87 11 10 1635.06 199.00 103.0 10.275 LU 0.005 0.00 130.07 128.56 12 11 1635.06 682.00 117.0 10.275 LU 0.005 0.00 134.06 130.07 13 12 1635.06 5.00 71.0 10.275 LU 0.005 0.00 134.44 134.06 14 13 1635.06 0.01 0.0 10.275 LU 0.005 -8.02 126.42 134.44 COMMENT: 18.50 FEET OF ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: EXISTING 10 INCH DOUBLE DETECTOR CHECK VALVE ASSEMBLY. AUXILIARY SUBMITTAL SERIAL NO:2244HY9 BEST BUY SUPERSTORE / SFS JOB #T3-335 DRY SYSTEM AUXILIARY CALCULAION - EXTERIOR CANOPY OF PARTY CITY (7) HEADS FLOWING AT 7 P.S.I. MINIMUM END HEAD PRESSURE. FILENAME: T333523 04-25-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 1 14 1635.06 40.00 0.0 10.275 LU 0.005 0.00 126.62 126.42 20 21 19 20 COMMENT: COMMENT: 18 19 17 18 16 17 9 16 162.11 14.92 27.0 6.357 FR2 162.11 0.00 0.0 6.357 FR1 4.62 FEET OF ELEVATION ADDED FOR 6 INCH GEM MODEL F3021 DRY PIPE 162.11 1.63 46.0 6.357 FR1 162.11 2.00 42.0 6.357 FM1 162.11 2.12 39.0 6.357 FR 162.11 26.00 77.0 8.265 UN 0.001 6.47 123.20 116.69 0.001 2.00 125.20 123.20 2.0 P.S.I. LOSS THRU VALVE. 0.001 0.71 125.96 125.20 0.001 0.00 126.00 125.96 0.001 0.92 126.96 126.00 0.000 0.00 126.98 126.96 0 1 412.11 28.00 0.0 10.275 UN 0.000 0.00 126.81 126.80 n-35Lo SC Pauy SMITH FIRE SYSTEMS, INC. 1106 54TH AVENUE EAST TACOMA, WA 98424 SWAY BRACE CALCULATIONS FOR BEST BUY SUPERSTORE TUKWILA, WASHINGTON SFS JOB #: T3-335 JOB NAME: BEST IVY SUPERS—TORE _ JOB NUMBER: TZ-- BRACE 3— BRACE DESIGNATION: i SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: A LATERAL 0 LONGITUDINAL Ct'M Poorar SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) Cp" /0 25,79 11.5-2-1 29/.333 I'7! /0 143. &G ).5 2_5 2vq.o°lZ TOTAL HORIZONTAL LOAD I 5 I Co. 4 as DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR Ur = 200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: 1,I SIZE 7•0 - faiAcK PIPE TYPE MAXIMUM HORIZONTAL LOAD: i? Soo lbs. @ 45 ° TO 59 ° ( a ) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: C.. M, U• QLOCk. WALL 40 SCHEDULE 5) BRACE CONFIGURATION TYPE " A " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: KW 1K go Cr 12 SIZE x 3q LENGTH z2 MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: /0A0 lbs. PER TABLE 3.2.1; (d) (e) (f) (g) (h) (i) (circle one)K TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? IP YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ 258. Z _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) /0 qG VERT/CAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 1 HORIZONTAL LOAD I ITAN Et/ 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: X SIZE LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER • JOB NAME: GEST 6VY SUPERSTOR.E JOB NUMBER: TZ-- BRACE 3— BRACE DESIGNATION: �L.. SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: ❑ LATERAL 0 LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 s. r• SO s, 430 a71.S0o - a s.. r: 577.249 1.105 )093•96S TOTAL HORIZONTAL LOAD I 16..S. 46S' 1 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: 7 1 ,I SIZE 0 f ,LJ c.►L PIPE TYPE 40 ZSO° lbs. @ 4S ° TO S9 ° (a) FROM VERTICAL SCHEDULE 4) TYPE OF STRUCTURE TO BE FASTENED TO: ToiST / J -01ST 5) BRACE CONFIGURATION TYPE " G " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: S72- fp LT IL x 1 SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 1830 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 1. YES ❑ NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = 1CALCULATED HORIZONTAL LOAD) _ 682.7 _ I (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) )O VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: lbs. x 1 HORIZONTAL LOAD 1 (TAN a) • ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED , ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNOED UP TO NEAREST WHOLE NUMBER JOB NAME: BEST (SW? 6OPERTd2E JOB NUMBER: T3- 3..5" BRACE DESIGNATION: 3 SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: LATERAL ❑ LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 10 s1.50 58c?S 3ai.2-78 - - TOTAL HORIZONTAL LOAD 1 3 2.1 . 278 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: SIZE MAXIMUM LENGTH OF BRACE: 7 ' - Q - 133uac-K. PIPE TYPE SCHEDULE 0 MAXIMUM HORIZONTAL LOAD: ,..25 O0 lbs. @ 45 ° TO S9 ° (O ) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: S TEeL &c, F.- JOI S7 / i,12 12 JOIST 5) BRACE CONFIGURATION TYPE " (_ " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: ?( .o Z x 1 SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: /810 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? • YES 13 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) __ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERT/CAL BRA CE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) HORRONrAL LOAD I ITAN QI 1(00. 4, _ 1830 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER JOB NAME: BEST 6UY SOPERST02E JOB NUMBER: T3— 33S BRACE DESIGNATION: SWAY BRACE CALCULATIONS • PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 4 1) TYPE OF BRACE: O LATERAL • LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 10 80 S. 8Rs' 411.60 TOTAL HORIZONTAL LOAD 471, c 0 BRA 3) PER TABLE 3.2.1.(b) FOR I/r = 200 SIZE AND TYPE OF BRACE MATERIAL: 11 SIZE MAXIMUM LENGTH OF BRACE: 7 ' - MAXIMUM HORIZONTAL LOAD: 16L/uc PIPE TYPE 40 500 lbs. @ q5 ° TO S9 ° (a) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: C. H.1), BLOCK WALL SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: �G�, j IK. BOLT 'a x 334 z� SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 040 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? O YES al NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) = 471.4► _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) /040 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: lbs. x 1 HORIZONTAL LOAD 1 ITAN QI ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED ) ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (1) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER JO'B NAME: 6EST 6U'? SUPEgsro E JOB NUMBER: T3— 33S BRACE DESIGNATION: SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: 0 LATERAL • LONGITUDINAL SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) 4 s, F" 8a s.110 434.400 - - TOTAL HORIZONTAL LOAD C 4 34.400 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: ,I SIZE Q� PIPE 7 .- 0 - TYPE 40 Z5a0 lbs. @ 45 ° TO 59 ° (O ) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: STEEL SAQ SCHEDULE 3o/S"r / 60eDtk TO/St 5) BRACE CONFIGURATION TYPE " C " (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: STEEL (3o L.7 2 x SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: )8-o lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (1) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? O YES ❑ NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ 217. ZD _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE ANO SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: lbs. x 1830 HORIZONTAL LOAD 1 (TAN al 1 ROUNDED UP TO NEAREST WHOLE NUMBER lbs. 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER d CO CC -J z 2 10. 10" D.I 1 b 10' D.I. 154 LF 21LFi1 13 b -g 181'£ 61'6' 0 b EXISTING 8' EXISTING 10' DCVA IN CONCRETE VAULT 1O' D.I. 28 LF ® O _ Inn SFS START POINT SMITH FIRE SYSTEMS, INC. TO START INSIDE BUILDING AT 8' FLANGE LEFT BY OTHERS STORE WET SYSTEM BEST BUY SUPERSTORE AREA: 45,844s SQUARE FEET OCCUPANCY GROUP: M, S1 & S3 CONSTRUCTION TYPE: V -N FINISH FLOOR ELEVATION: 100.00FEET 17* t. 7 39L 8' CL 52 D.I. STUB -IN Tg'OEr FLANGE LEFT 89 RECEIVINII tAFF BY OTHERS) DRY SYSTEM 24'-r Q FLANGE TO GRID 7" 18 R I L-_ EXTERIOR CANOPY- DRY SYSTEM 1210.1. 358 LF 1 ( 1 EXISTING 8. 0 b 10' D.I. 2LF EXISTING 10' I Il I7 1 FL1 J 1 t 1 ( ) ( STATIC HYDRANT ELEVATION 1 W.00FT. s J r 5, LS SITE PLAN SYS BOLS -4- -004- HANGER 004- NEW NEW U EUST1N PRO IMkt! NEW NEW Y DUSTING NEW VAL ROADWA EXISTING ROADWA NEW DEPARTM E051150 DEPARTM NEW FOU DEPARTM EXIS11NG DEPARTM GROUND BY 5 L L© 10. D.I. 138 LP r ) t ) I 1 ( 1 t EXISTING G EXISTING 8' ) J 0 b 10' DI 30 LF bl� 1 a I i Plan reviewH I - L .. :, C A.c `1L- C I. 1•1 F:J +� purposes. No . !Uf'..' CL o,:l =( C!-rie roqI" I, �., Is L _...'. J1 I . I .1. . : 1 c. 'Insurance Company is ,mite' to t`..-. contsin,sti '1 its eI::ur31.c2 poi;Ce0.1 Plan Review by. n:.. 3: 53 o References to Factory eiutu l lns::ronc.2 Company or Factory hfutoal include subs/dishes and 2;;Lissted corn pi nios, including Irl+i !ta JrenCa Company, LTD. LIF -MI) and Factory Mutual Research Corpora(. on ('FMR 3). L ) ) ( ) L ) ( 1 10' D.I. 282 LF ) EXISTING YARD FDC � - TeNA P ARKS p,`( CF'T Without Comments As Noted In Red Per The Attached Letter ITE PLAN NOTE: U.G. PIPE LENGTHS ARE APPROXIMATE TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. 00 S k -14 - and exact address for shut= down or restoration approval. 50 75 100 125 ERGROUND BY OTHERS gikie soup Tans have been reviewed by The Tukwila Fire Eention Bureau for conformance with current city ,dards. Acceptance is subject to errors and -ns which do not authorize violations of adopted tcls and ordinances. The responsibility for the g ad quacy of design rests totally with the designer. i It Sici ldeletions or revisions to these drawings after s date will void this acceptance and will > TEST INFORMATION s'frtbmittal of revised drawings for subsecarit arrnroovvnaoi4 Y RITE PAT BRODIN WITH THE CITY CONNECTION PAT is subject to field test antrtmpeeftionNiv i,11tTukwila Fire Prevention Bureau. CONNECTION UR WAY FIRE ION 5(121( 0,-) By: efts MPUTER GENERATED BY F TUKWILA DEPARTMENT ARY 18, 2000. STATIC PRESSURE : 146 P.S.I. RESIDUAL PRESSURE : 20 P.S.I. 5iFLOW 6,031 O.P.M. STATIC HYDRANT LOCATED THE EAST SIDE OF S FNTF 03$&0 OF MINKLER BLVD. �V:QW aJ�w.lgv6 fir►�'cq C.4..c. z j Lo i4j \ k ik--cx° a& 5 3 (6o O0STING 10 DCVA IN CONCRETE VAULT STING 10' Ftp 0 ! o`2 UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE UCENSED AND CERTIFIED TO INSTALL UNDERGROUND P.D!NG PER WAC 212-80. 2) PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL- 3) PPROVAL 3) ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE). 4) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 5) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED W ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 ( LATEST EDITION ). 6) ALL UNDERGROUND PIPING SHALL BE HYDRO- STATICALLY TESTED AT NOT i ESS THAN 200 P51 OR 50 PSI ABOVE STATIC PRESSURE IN 5J' (CESS OF 160 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 ( LATEST EDMON ). 7) ALL UNDERGROUND PIPING SHALL BE FIIJSHED IN ACCORDANCE WITH NFPA 24 (LATEST E:::TON). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY 140 COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OWLETS. 4' - 390 GPM 6' - 880 GPM - 1,560 GPM 10' - 2,400 GPM 12 - 3,520 GPM 8) ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. NOTES >D v 19'-2 AFF O�JF RISER DETAIL (PLANVIEVV) 0 4 0 6 21 1-1 BLUE SCALE 1/4"41'-0" 4 2-10 RED 2-0' CL V.G. & RISER BLUE[3j DRY SYSTEM SYSTEM CAPACITY: 488 GALLONS W/ (102) HEADS O. D.P. VA. B.O. D.P. VA IV B.O. VA 1) ROUTE 2" MAIN I)RAINS TO SAFE DISCHARGE OUTSIDE 2) 211 MINIMUM ANNI ILAR SPACE REQUIRED AROUND PIPING PASSING THROUGH FLOOR HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUARRY CONTROL BY: DATE: SYM MANUFACTURER TYPE MODEL MINX AFF BOB BOB BOJ BOP 008 FOO OFO3 ONO ABOVE FUMED FLOOR B OTTOM OF BEAM B OTIDN OF DEC( BOTTOM OF JOIST BOTTOM OF PUIWN BOTIDN OF TRUSS CUT TO SMT REID OMDER INSIDE FACE OF WNL OUTSIDE FACE OF WNL NO AUTO. SPRBINEAS UNLESS NOTED OTMERVASE 12 -- CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING 5)818001A3UN8 NO. DATE BY REVISIONS F_... ? ❑g - L 0' a- 6 -- 6' VIC FLANGE h - T BLUE 2 r NS 6 .c nal -'°I /S (2-0} -71' 4D 6 i - (P6) u I 1 PIPE STAND -.- _C1p 2 4' VIC FLANGE 6 X4'VIC S.RE 4i RED § -J L- '1 b T.O.O. VA J REDUCER <3 AFF RED 19.4' NOTE: SEE SHEET 2 OF 4 FOR CONTINUATION 76' AFF <-.3RED 4' VIC FLANGE - LJ 8"X6'VIC BLUE � REDUCER 8" VIC FLANGE 78 RISER DETAIL (LOOKING EAST) 2 4 SCALE 1/2'41'-0' RISER EQUIPMENT NEM QTY. SIZE DESCRIPTION 1 2 6'&4' 2 2 - 3 2 - 4 1 r 5 1 1' 6 1 1k' 7 1 '/.' 8 1 4' 9 1 6' 10 1 Y' 11 1 'h' 12 1 I ' 13 1 h' 141 600 GALLON 15 1 10' :6 1 12 HEAD NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH MAIN DRAIN ASSEMBLY INSPECTOR TEST VALVE W/1/2. ORIFICE PRESSURE REUEF VALVE PRESSURE GAGE WATER FLOW INDICATOR DRY PIPE VALVE ACCELERATOR PRESSURE SWITCH -ALARM PRESSURE SWITCH - SUPERVISORY AIR AR MAINTENANCE DEVICE AIR COMPRESSOR -1 HP, 115 V AC., 60 HZ ELECTRIC BELL SPARE HEAD CABINET CONTAINING THE FOLLOWING: REASON FC R REVISON APPROVED FOR FABRICATION AREA BY DATE MANUFACTURER RELIABLE RELIABLE RELIABLE REUABLE RELIABLE MANUFACTURER MUFI IFR MUELLER POTTER ELECTRIC AGF POTTER ELECTRIC GEM GEM POTTER ELECTRIC POTTER ELECTRIC GEM GAST POTTER ELECTRIC SPARE SPRINKLERS AND WRENCHES TYPE MODEL SSP G CHR 1/2' SSU G 8RZ 1/2' SSU G en 1/2' SSU G 8RZ 17/32 D.P. G3 CHR 1/2 RELIABLE MODEL 0, G3 & 50-1 SPRINKLER WRENCHES CONTRACT WITH SD DEACON 1745 114TH AVENUE S.E. #120 BELLEVUE, WASHINGTON PROJECT MANAGER : JEFF HUGHES PHONE : (425) 454.5038 FAX : (425) 454-4882 SUPERINTENDENT : BILL CLASSON PHONE : (206) 255-1454 FAX : nrwo 466 1/2' 1/2 1/2' 3/4' 1' MODEL # P 2360-6 A-20811 PCVS-2 3011 BV VSR-F 03012 5311 PS 10-2A PS 40-2A 0324 6 LCF -13-516181( P60 2410 165 165 288 288 165 2 2 2 5 1 1 E GENERAL NOTES 1. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE A971.147115 OR sERER PIPE 617E SCHEDULE WALL 100001789 VITERM4L DIAMETER ENO PREP TYPES ALLOWED WEIGHT CF WATER/ APE CAP..= IN GALLONS 1 10 0.199 1.010 111EAD. CUT CIDOVEO, BOLL GROOVED. PLAN END, POUENeU 2065 0.046 IW 9UPERPI0 0893 1336 BCL GROOVERPDUSBED, RAN END 00061776 WELDING) 1.670 0.686 IW 6UPE70710 0809 1.722 ROLLGROOJ<D,POUSBED, PIAN ENO POR 9I,11' WFI2IN0/ 2710 0.722 2 6UPERF1.0 0.066 2203 ROLL GROOVED. PWSHED,RAN ENO SORBUTT WELDING) 0780 0.180 214 SUPER-FLO 0806 2.709 ROM GROOM, PLAN END BOR BUTTWELD0SS 6.160 0.293 9 SUPERFLO 0.061 .3014 ROLLOHOOVFD. RAIN END ODB BUR WELDING) 7.190 0440 4 61.1PER.FLD 0006 4910 R31L0RDOVEO, PIM END 00RBURWIIDNtS 70260 0.766 10 0.134 696 1011.0A0OVED. PLAN END 077n BATT WELDING) 17.324 1.144 6 " 0.194 6.007 ROLL GROOVED,PWN ENO (FOB BUR WELDING) 20668 1.640 e " 0.164 6240 BOLL GR00VERPINK END (FOR BUTT WOOING) 40.126 2773 " WNL TM00ES6 PER MPA 079 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL INSTALL (1) WET PIPE AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM TO PROTECT THE INTERIOR OF THE BUILDING AND (1) DRY PIPE SYSTEM TO PROTECT THE FRONT EXTERIOR CANOPY AND THE STOCKROOM. SMITH FIRE SYSTEMS START POINT AT AN EXISTING 8' SUPPLY FLANGE LEFT BY OTHERS IN THE STOCK ROOM. CLARIFICATIONS: - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40° (F) TO PREVENT FREEZING. - SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS: - PAINTING OR LABEUNG OF SPRINKLER PIPING. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND MONITORING SERVICE. - ELECTRICAL WIRING OF ANY KIND, INCLUDING BUT NOT LIMITED TO TAMPER SWITCHES, FLOW SWITCH, PRESSURE SWITCHES, AIR COMPRESSOR, AND ELECTRIC BELL - ALL UNDERGROUND WORK, INCLUDING BLIT NOT LIMITED TO DESIGN, MATERIAL, TESTING, AND CERTIFICATION.. - HOSE STATIONS. - INSTALLATIONS OF BOLLARDS AROUND SPRINKLER RISER. OFFICE AREA : SALES AREA: DESIGN CRITERIA (WET SYSTEM) PER N.F.PA #13, 1996 EDITION & FACTORY MUTUAL RECOMENDATIONS ORDINARY HAZARD GROUP II OCCUPANCY .20 G.P.M. / 1,500 SQ. FT. PER N.F.P.A. #231C, 1995 EDITION & FACTORY MUTUAL RECOMENDATIONS RACK STORAGE .35 G.P.M. / 2,000 SQ. FT. GIVEN: CLASS III NON -ENCAPSULATED COMMODITIES 15- 0' MAXIMUM STORAGE HEIGHT SINGLE OR DOUBLE ROW RACKS 286° (F) CEILING SPRINKLERS NO IN -RACK SPRINKLERS 8'- 0' OR GREATER AISLES NO SOUD SHELVES CONVENTIONAL WOOD PALLETS DESIGN CRITERIA (DRY SYSTEM) EXTERIOR CANOPY: STOCKROOM AREA: PER N.F.PA #13 1996 EDITION & FACTORY MUTUAL RECOMENDATIoFNs ORDINARY HAZARD GROUP I OCCUPANCY (7) HEADS FLOWING @ 7 P.S.I. MINIMUM END HEAD PRESSURE. PER N.F.P.A. #231C, 1995 EDITION & FACTORY MUTUAL RECOMENDATIONS RACK STORAGE .35 G.P.M. / 2,600 SQ. FT. GIVEN: CLASS III NON -ENCAPSULATED COMMODITIES 15'- 0' MAXIMUM STORAGE HEIGHT SINGLE OR DOUBLE ROW RACKS 286° (F) CEIUNG SPRINKLERS NO IN -RACK SPRINKLERS 8'- 0' OR GREATER AISLES NO SOUD SHELVES CONVENTIONAL WOOD PALLETS SYSTEM #1 AREA AREA DESCRIPTION SQ. FOOTAGE INTERIOR WAREHOUSE 41,245 TOTAL 41,245 NUMBER OF SPRINKLERS 509 509 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .35 G.P.M. / 2,000 S0. FT. DEMAND AT BASE OF RISER: 977.3 G.P.M. AT 105.1 P.S.I. (0 G.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 1,477.3 G.P.M. AT 112.9 P.S.I. (500 G.P.M. TOTAL HOSE ALLOWANCE) SYSTEM #2 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS INTERIOR WAREHOUSE 4,121 66 EXTERIOR CANOPY LOWER 2,554 25 EXTERIOR CANOPY HIGH 838 11 TOTAL 7,511 102 HYDRAUUC CALCULATION DATA DESIGN DENSITY: .15 O.P.M. / 7 HEADS ALONG CANOPY DEMAND AT BASE OF RISER: 149.3 O.P.M. AT 108.1 P.S.I. (0 O.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CIT! CONNECTION: 399.3 G.P.M. AT 108.9 P.S.I. (250 O.P.M. TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 488 GALLONS ICY PIAN 5F5 w I z 0 0 W U 0 yyyw 0 U SMITH FIRE SYSTEMS, INC. 1106 54111 AVE EAST TACOMA, WA 96424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 BEST BUY SUPERSTORE 17356 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DESIGNER B, COLLINB DATE 4=18.00 SHEET 1 OF 4 JOB NO. T3,335 V 1 ®- 1 43 43 0 43 13 Li 8§ in 0,2 O 43 c C tl' ffi M 48 ivy c%g 1 (0.3) NIPPLE,,' BALL VALVEAND V PWG FOR AUX DRAIN YELLOW 13 WB 102 2 161 WB 103 2 ,3 WB ®,3 YELLOW [ 2 YELLOW WB ,05 2 126 WB ,os is WB 2 1-6 243'-0 42-0' 38,0' 38'-0' 38.0 22-2 g RISER .12 0 0 A 2 Iffl: 7 •0 III 2 1 2 1-0 lV L8 0 III 2 111 7-0 2 III III 111 2 2 I\I 8-0 4-0 14-0 I 0I 2 2 12 III O 2 1110 / 11 0 7-0 '7-0 1 0 - 33 0 III A 7-0 0 III 1-0 -0 0 0 N N n+ 0 0 0 YELLOW YELLOW YELLOW 2 1-6 WB 1.8 1-6 WB 1-6 WB 1-6 WB 2 1-6 13 1-8 L8 40 0• 2 7-0 N 0 '0 0 0 0 0 2 33 111 BOD BOG I 'OO' 7 A 6 •0 0 0 II 0 1OW [.._ IFOW HANGER LEGEND SEE 'Pl' HANGER DETAIL ON SHEET 4 OF4 III 42-0' BLUE RED 8 m .�'- p+\ 147\1877,:, 4 Lull II 871/ 4A L 1 1l -0 2-04-0 111 1% 7-0 310 >bO 7-0 III 1h 8-0 111 0 01h i 1h 111 1 3-0 I`0 9'-2' i11/2 AFF 1 .1 h 1 1/ .111 III III 9-0 4-0 8-0 1/ 11% .. 1 .11/ 3-0 4-0 RISER DETAIL, 00 BOJ BOD 24Y CIC I fi7-,a g RISER "0 2-0 0 A 13" p 3'.0' (3' 0 PT1 .10 , er I .Or 1111% X115 18-0 BW 6-0 80 z III. 111 2 1.2 1 2 1 .2 1 2 1 .2 2 2 1 2 III 4-0 01 01 2 4-0 2 I2 ,2 80 4-0C-.440" 1 A - 24'STL- ts GIRDER = = 2 2 1 2 2 1 2 8-0 4-00,4-0 2-0 ' 6-0 0 III 2 24' STL 1 O 1 GIRDER 24' STL GIRDER 1�1y I0 gIg 142 0: 4-0 III 2 • a 15 8-0 01' 40 STL I GIRDER 0I 40 L GIRDER ,ftt 25 I of 1 ; 1 ,57 1 ,68 2 80 4-0 ial] Q D 3ID ,55 2 2 80 8-0 O 0 0 40' STL III 8-0 4P ,23 III• -0 r � t 139 ' 138 1 ,3 III 91 I ' 1 54 ttIA 1 Th 2 7-8 01 0 III 1 0� 0 III 4-0 , 4-0 8-0 III 2 1 III 111 2 I 2 7-0 , 3-0 4-0 8-0 1 8-0 01 I0 1 36• STL I GIRDER I 10 0 HYDRAULICALLY MOST DEMANDING AREA: WET SYS DENSITY: .35 GPM OVER 2,000 SQUARE FEET SYSTEM DEMAND (5) BOR: 977.3 GPM Q 105.1 PSI ( INC WDING 0 GPM FOR INSIDE HOSE STREAMS) CANOPY (COLDAREA) T= D337 2 1 2 4-0 , 4-0 0I W STL1 GIRDER 1 0 0 ®1 III 2 .2 111 4-0 40, 7-0 36' STLI GIRDER! 36• STL 1 0 0 36• STL GIRDER 164 103 0010 0 0 E U 4G 01 1 I I 1 Q1 1 I I I 1 1 I0 I I® II NOTE ' 0 1 SEESHEET3OF4 0 1 1 1 O 1 FORNSINSTOREI i FRONT ROOMS 1 111j64�8 11L4L8 1471 10 1 IL{I I TIN Ili] 1 : 0 0 : 1 0 1 1 1 OD GIRDER 38• STL GIRDER! 0 I lV® 1+ ® 1 211 1 8-0 1 7-0 i 1' 11 1 4-0 at, 1 gl 1 NOTE: SEE SHEET 3 OF 4 FOR CANOPYA/S 43) — .--- ®12 21 2 1 al 40 4-0 7-0 111 2 2 2 III• 1 7-0 4-0 4-0 2 III 111 2 III 0 0 01 0 01 1 1 0 1 1 UNE OF UPPER CANOPY—) 2 0 ! 8-0 36' STL 1 GIRDER 38• STL GIRDER 2 8-0 2 2 2 4-0 1 4-0 0 4-0 111 111 III 1 8-0 4-0 '111 ti ,6� 3'-0' a ' 6-0 TIRED AFF -0 2-04-0 t 8-0 4 RED q N m d g PT,I PT, ; p 1 115 .115 2 ©-0 X12-04-0 t '� ' /� `1• ma��N 13-0L III u1. 80 LISTER/FAB NOTE: WELD 23• PIECE ONTO 24'4Y LENGTH - TYP. (12) PLACES 1 40' STL GIRDER 0 Nlq 0 ,c4 4-0 1 40. STL GIRDER I 40' STL GIRDER 01 fill 2 GREEN 00 BOG BOD rag GFIEEN GREEN Op 00 BOG OD 0 GREEN CD 00 11/4wDI 1116 11/4 Ih �I 337 rDI Qi �Gu I 111 --'(11/ 413 4.0 B 19'3' III 3-0 3-0 1K .114 1% 4-0 1 3-0 III 0 25314! j 1 �I4.10i-D 2Ep .2 21 .2 (237.7_77÷_;, TIRI, Y6 � Ih/' 1 11I 111 �1 7-0 2-0 4f>n 8-0 80, WELD ® 0 1 1 ry 2 7-0 2 4.0P72 1: 220 1-0 2 2 113 WELD I 0 2 .071 III III 0 2 HWEW 7-0 0 2 (1' 21149 2 WELD g WELD 2 2 7-01 0 00 BOG TOD GREEN r> GFtEEN 8-0 7-0 / 7-0 111, PT WELD , WELD 4431(2-0 Fri 2-0 2-3 6-6 2-3 11/2 1141 III , III 1111 111 24' 2-3 2 GIRDER PA Ph 6-6, 2-3 1111 III 8_81' 1112-4 111 HI III 111 ot II ROOF g HATCH 8-8 111 2-3 2 9-0 10-0 2 3 3-0 • 7-0 4-0, 2-0 4-3 Is 10-6 3 0 k/t,\;,i DID23 fl iiii.-44 2 0 111 2 FLOOR PLAN 0 16 SEE SW HANGER DETAIL ON SHEET4 OF 4 SYM 0 MANUFACTURER TYPE SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: CANOPY (COLD AF1EA) MODEL nircoo otvimv RELIABLE SSP CHR CHR 165 SEEWEP HANGER DETAIL ON SHEET 4 OF 4 REUABLE SSP CHR 1/2" 1/2" 185 REIJABLE SSU BRZ N/A 286 663 TOTAL THIS CONTRACT: (828) TOTAL THIS SHEET: 575 AFF BOB DOD BOP e ar FO POW OFOW NAS UNO ABOVE FINL5NED FLOOR ITOTTOM OF BEAM BOTTOM OF DEPT BOTTOM OF ..1DOT BOTTOM OF PURUN BOTIOM OF TRUSS CUT TO SUR FIELD OMER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINMERS UNLESS NOTED OTHERVAS6 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE RIGID COUPLING APPROVED FOR FABRICATION NO. DATE BY REVISIONS REASON FOR REVISION AREA BY DATE WB WB WB 5. CD 00 BOD BOG ORANGE CD ORANGE 00 BOO BOG CD ORANGE 134. 41) BOD he 0 ORANGE FITTER/LISTER NOTE: FITTER- LISTER NOTES 1. SWAY BRACING HAS BEEN OMITTED, PER N.F.PA *13 (1996 EDMON) SECTION 4-14.4.3.5.10 EXCEPTION #2, WHERE HANGER ROD LENGTHS ARE 6' OR LESS. 2. DRY SYSTEM PIPING IN WARM AREAS TO BE LEVEL DRY SYSTEM PIPING IN COLD AREAS TO BE SLOPED AS FOLLOWS: BRANCHLINES: A' PER 10' - 0' MINIMUM 3. ALL END OF BRANCHUNE HANGER RODS TO BE EXTENDED TO VVITHIN 1/16" OF THE PIPE. 4. ALL UNE HANGERS TO BE "83W U.N.O. ROOM SCHEDULE RM # ROOM NAME CEIUNG HEIGHT CEIUNG TYPE 101 VESTIBULE 18-8' AC.7. 104 ELECTRICAL VARIES OPEN 105 CORRIDOR 9,0' G.W.B. 107 JANITOR VARIES OPEN 108 RECEWING VARIES OPEN 109 ELECTRICAL VARIES OPEN 110 UF7 TRUCK STOR. VARIES OPEN 111 STEREO INSTALL VARIES OPEN 112 SALES VARIES OPEN INSTAU- ONE FLEXIBLE COUPUNG AT THE TOP OF DROPS TO PENDENT SPRINKLERS -TYPICAL (6) PLACES NOTE: BOD 4 s. .101ST JOIST CONTRACT WM-I SD DEACON 1745 114TH AVENUE S.E. #120 BELLEVUE, WASHINGTON PROJECT MANAGER : JEFF HUGHES PHONE : (425) 4545038 SUPERINTENDENT : BILL CLASSON PHONE : (206) 255-1454 WOW yy8 NOTE: SEE SHEET 3 OF 4 FOR CONTINUATION Instfiztion is s!J'oiect to fie!.! Flan review and f]sid No gi.srientee, or Flan Review by: Re forencae to Fr3L•flt.,-;! KEY PLAN 5/kw 0 0 SMITH FIRE SYSTEMS, INC. 1 1013 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T BEST BUY SUPERSTORE 17356 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. B. COLLINS 4-18-00 2 OF 4 243'-0' 25'8' 42-0 38'-0' 38'-0' 3811' 42'0 LL ES 0 EXISTING PIPING & DRY PENDENTS FITTER/USTER NOTE: INSTALL ONE FLEXIBLE COUPUNG AT THE TOP AND BOTTOM OF DROP TO SPRINKLERS BELOW MEZZANINE QJ CANOPY (COLD AREA) 18-V EDE B 1% 8.0 ES -1- 1% 7-5 • NOTE: SEE SHEET OF FOR STORE NS 7f - PENETRATION OF WALL PLENUM TO BE FILLED WITH / CAULKING TO MAINTAIN RATING. 3'-5W FOW zz 6A) 19'-6' L UNE OF UPPER CANOPY-./ SEE PLANS BELOW FOR NS FLOOR PLAN D 8 16 SCALE 1/8'-1'-0' 243-0' CANOPY (COLD AREA) 286' 43-' 38'-0' 3811' 38'-0' 42-0' PWM LTno PWM 12 3 11 2 2 EXISTING PIPING 1� WB ® /mLrJ 1 <I PLUM PLUM r" �1 IFOW ,,4.2,,11 DINS ' 2-2AN*1? I12i .4 4 11 / WB 1 / 5-1 I 0 PLUM 2 19-7 / II 2 1% t' 1 6-11 IM 51-1 415 1D W 5-3 1% 6-9 25-0 w II / o6:G .totC4>‘.- PLUM JP Cw�, ek '.po`� PLUM MAINET o. o� - c6," BJP OUTLETS 6 7 1y `• OY� QO,hI EEO 2 1-10 leI Iw 1111412 1'h 5-5 4 &6'STEEL JOISTS 16' O.C. T.O.B. HYDRAULICALLY MOST DEMANDING AREA: SYSTEM #2 DENSITY:.15 ELFIN. OVER 7 HEADS. SYSTEM DEMAND AT BOR: 1612 G.P.M. AT11B1 P.61 (INCLUDING 0 QM FOR INSIDE MOSE STREAMS) 38,0' CANOPY (COLD AREA) 38-0` .2 / 17-6 1 1�� IHHHIIHII 1 1 I 1 I I I I ILK I I I I IF. m 1K '11@ , 111 w: : : :11/2 1 : : : i1' 68T 1111 194 T 'II" 193 1141 I12-0 I 1 1 111 111111 III 11 ESL/ SLOPE LINE K' PER 10' TOWARDS DRUM DRIP 0 7-6 hic 1% 1- All' 10-8 NOTE: SEE SHEET 2 OF 4 FOR STORE AS NOTE: SEE PLAN ABOVE FOR AS IN THESE ROOMS PWM 43. o�c'e��O,Q,5��,�Od MAIN AT - OQ-LQCP GP,r, BJP _ OUILErso 6 O? FI Jy�J�SYF�Qo. �Z.' o�JQQ�y` .2 !rI2I1 s -0I 1 1 1 1 11 1 II 2I I8'I� 1i 1N1II ll111101 I 1 Mas/-�� 1,4-7WC :�W 12 y 14: 11 /4l S 1(67 7 1 19-111 111 11111 II 2543 VIII UNE OF UPPER CANOPY SEE PLANS BELOW FOR A/S 38,0' UNE OF LOWER CANOPY SEE PLAN ABOVE FOR NS 8' STEEL JOISTS 16' O.C. UNE W/NT PLYWOOD ON TOP FITTER NOTE: INSTALL UNES @ 8'x BOTTOM OF JOISTS AND SLOPE UNES W. PER 10 MINIMUM UPPER CANOPY - LOW LEVEL 0 8 18 SCALE 1/8'-1'-0' T.O.B. 111111 _1211 L--- III I I I O 49, I I 11161 1 Ise 111KI11 49 1 LOWER LOWER CANOPY 0 8 18 SCALE 1/8'-1'-0' 1 111 11I1Q 1 ►r SLOPE LINE K' PER 18 TOWARDS DRUM DRIP T.O.B. 188' PWM M 7-11 CANOPY (COLD AREA) T.O.B. 11 I_1_1_ 4} —e EXISTNG PIPING & DRY PENDENTS [ 128,0'1 TOP OF FRAMING li;TOR 17 O' JQQ`'S !-/ ' -/g 1CTnj I(O� I 1 1 1 I ILL1 1'h I 1 ' 1 4 1 1 11�� 1i 71-11 N 10.9 \ 1 1 1 1 1 L O IIII MAIN AT OUTLETS R NI 3 N QP V C M 10-5 14-7 UNE OF LOWER CANOPY SEE PLAN ABOVE FOR A/S 136,2' TOP OF FRAMING 6' STEEL JOISTS / 16' O.C. @ ROOF CANOPY (COLD AREA) FITTER NOTE: INSTALL ONES @ 8' BOTTOM OF JOISTS WITH DEFLECTORS PARALLEL TO ROOF Irfj: UNE UPPER CANOPY - HIGH LEVEL 0 8 18 SCALE 1/8-1-0' FITTER- LISTER NOTES 1. SWAY BRACING HAS BEEN OMITTED, PER N.F.P.A. #13 (1996 EDITION) SECTION 4-14.4.3.5.10 EXCEPTION #2, WHERE HANGER ROD LENGTHS ARE 6' OR LESS. 2. DRY SYSTEM PIPING IN WARM AREAS TO BE LEVEL DRY SYSTEM PIPING IN COLD AREAS TO BE SLOPED AS FOLLOWS: BRANCHLINES: h' PER 10' - 0' MINIMUM MAINS: '1.' PER 10' - 0' MINIMUM 3. ALL END OF BRANCHIJNE BANGER RODS TO BE EXTENDED TO WITHIN 1/16' OF THE PIPE. 4. ALL UNE HANGERS TO BE'12ES' C.T.S. U.N.O. ROOM SCHEDULE RM # ROOM NAME CEILING HEIGHT CEILING TYPE 101 VESTIBULE 10'-8' A.C.T. 102 WOMENS 9,0' O.W.B. 103 MENS 9,0' G.W.B. 104 ELECTRICAL VARIES OPEN 105 CORRIDOR 9'-0' G.W.B. 108 BREAK 8-0' A.C.T. 107 JANITOR VARIES OPEN 108 RECEMNG VARIES OPEN 109 ELECTRICAL VARIES OPEN 110 UFT TRUCK STOR. VARIES OPEN 111 STEREO INSTALL VARIES OPEN 112 SALES VARIES OPEN 113 COUNTDOWN 8'8' AC.T. 114 SALES DEV. 8'8' AC.T. 115 COMM. ROOM 8'8' A.C.T. 116 SECURITY T8' AC.T. (0-3) DRY PENDENT DETAIL N.T.S. Approved ey pn",crit J L3i .1. Plan review and i_] = :"I:... _ c^_':. i c' . puI pC s. No I t _ jurist o(ion ' or .:ie G .> C.- 1 .; I I I I. Insurance Company Is L11r,h ✓ hot cc„L_...Cd Plan Review by: T; , References to Fact t r' ritIn 3nr`e C. r.p 1 subsidjErLc,s G Tt f '!c' TrIs,J i . ..v Cco i y J .. LTD. (FM1) and F I Ir r'.:::::::::I.'-'_. ... F) a. -... W �:ni:iii•n-I • z 0 U • HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE REVISIONS SEE' ES' HANGER DETAIL ON SHEET 4 OF 4 SYM MANUFACTURER TYPE • MODEL ONFri O REUABLE SSP SEE WB' HANGER DETAIL ON SHEET 4 OF 4 O RELIABLE SSU G G CHR CHR 1/2' 1/2' 166 10 BRZ N/A 1/2' 1/2' 166 7 RELIABLE SSU O y1 sz T N/A 1/2' 1/2' 286 11 0 RELIABLE D.P. A.F.O. G3 CHR CHR 1/2' 1' 165 26 TOTAL THIS CONTRACT: (628) TOTAL THIS SHEET: 63 AFF BOB B00 BON BOP SOT 1FO 710 OFOW NAB UNO ABOVE FWSMED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT 10 SUR REID ORDER WIDE FACE OF WALL OUTSIDE FAX OF WALL NO AUTO. SPRINKLERS 188ESS NOTE OTHERWISE BOD — 0 —111— CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION FE�AND INCHES HYDRAULIC CALCULATION NODE FLEOBLE COUPUNG RIGID COUPLING NO DATE BY REASON FOR REVISON APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH SD DEACON 1745 114TH AVENUE S.E. #120 BELLEVUE, WASHINGTON PROJECT MANAGER: JEFF HUGHES PHONE : (425) 454-5038 FAX : (425) 454-4882 SUPERINTENDENT : BILL CLASSON PHONE : (206) 255-1454 FAX: IOYY PUN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 BEST BUY SUPERSTORE 17356 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. B. COLLINS 4-18-00 3 OF 4 T3-335 IFOW 3/8' X 3 3/4' KWIK BOLT W/ 3/8' NUT (21/2' MIN EMBED) 4' SCH. 10 MAIN UNI STRUT CLAMP NOTE: WALL BRACKET ACTS AS LATERAL E.O. BRACE 'WB' HANGER DETAIL N.T.S. DIM DIM' A ELM/ CAT. # ZE605 FOR STEEL APPUCATIONS -.11— 3/8' ATR SPRINKLER MAI W BRANCHUNE 'ES' HANGER DETAIL N.T.S. DIM 'B' DIM 'C' Y SQUARE WASHER W/ 3/8" NYLOK NUT —� 3/8' AIR t 1G rr r 'SW' HANGER DETAIL N.T.S. 3/8' WASHER W/ 3/8' NYLOK NUT 3/8' NYLOK NUT & WASHER 0 SP 2=i m9 oa 3/8'AIR —.— HANGER RING TRAPEZE PIPE (FOR SUM AND SCH. SEE TABLE BELOW) - PIPE TO BE SUPPORTED (FOR SIZE AND SCH. SEE TABLE BELOW) NOTE PLACE TRAPEZE WITHIN 6' OF PANEL POINT HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PPE SIZE DIB DIB, DI TOTAL LENGTH OF TRAPEZE PIPE MAIOYW HANDERS SIZE SCH sr SDN 10 Sal N0 PT1 4" 10 6'-0" 211" 3' 3' 6" 7'-0" 15' PT2 4" 10 6'-2" (IF 1Iti� 31 2? 3'-1" 3'-1" 6" 7,-2" 15' 'PT' HANGER DETAIL N.T.S. 50-0' BTM. CHORD OF BAR JOIST 50'-0' TOP CHORD OF GIRDER TRUSS TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT. cpt 209.4 SCH 40 PIPE TOLCO FIGURE 1000 FAST CLAMP SWAY BRACE ATTACHMENT. TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT. ` 1•SCH 40 PIPE TOLCO FIGURE 1000 FAST CLAMP SWAY BRACE ATTACHMENT. E.Q. BRACE DETAIL #2 WEDGE ANCHOR LATERAL - N.T.S. 45° ANGLE FROM VERTICAL 45° ANGLE FROM VERTICAL SCH 10 PIPE 10"44 efr TOLCO FIGURE 1000 FAST CLAMP SWAY BRACE ATTACHMENT. 10L= FIGURE980 UNIVERSAL SWNE. SWAY BRACE ATTACHMENT. TYPICAL (2). TISCH40 RPE T01.00 FIGURE 1000 FAST CLAMP SWAY BRACE ATTACHMENT. E.Q. BRACE DETAIL #1 FOUR WAY - N.T.S. 48-0" E.Q. BRACE DETAIL #3 LATERAL N.T.S. 1CC0 FIGURE 825 BAR JOIST SWAY BRUCE ATTACHMENT. TOP CHORD OF GIRDER TRUSS TOLCO FIGURE 4A PIPE CLAMP 1 ` 10LC0 FIGURE DEC UNNEIGAL SWIVEL SWAY BRACE ATTACHMENT. TYPICAL D2). E.Q. BRACE DETAIL #4 LONGITUDINAL - N.T.S. 1OLC0 FIGURE 4A PIPE CLAMP 1 10LCO FIGURE NO UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT. 'TYPICAL (4). E.Q. BRACE DETAIL #5 LONGITUDINAL - N.T.S. f SINGLE PLY ROOFING SYSTEM OVER R-24 RIGID INSULATION OVER METAL DECKING OVER STEEL ROOF JOISTS EXTERIOR CANOPY 12 _ 251 30' STL JOIST 12• CMU 40' STL GIRDER 30' STL JOIST SALES STI_ JOIST �40' STL GIRDER ...--ErX 8' STEEL COLUMN -TLP. 24.3TC JOIST 40' SIL GIRDER 12" CMU 18• STL JOIST 17 CMU RECEIVING® 5" THICK CONCRETE SLAB ON GRADE m 'T7=_tiF(' I (IF 1Iti� 31 HANGER LEGEND SPRINKLER LEGEND CROSS SECTION 0 8 16 SCALE 1/8"=1"-0' ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE REVISIONS SYM MANUFACTURER TYPE MODEL MOM 1141,040 00""11. <i 1� AFF BOB BOD BOJ 800 DOT FO OTB IMPAI OFOW wo ABOVE FINISHED FLOOR B OTTOM OF BEAM BOTTOM OF DEC( BOTTOM OF JOST BOTTOM OF PURLIN S ODOM OF TRUSS CUT TO BUR REED OMER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTNERWSE CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH SD DEACON 1745 114TH AVENUE S.E. #120 BELLEVUE, WASHINGTON PROJECT MANAGER : JEFF HUGHES PHONE : (425) 454-5038 FAX : (425) 454-4882 SUPERINTENDENT : BILL CLASSON PHONE : (206) 255-1454 FAX: TOLCO FIGURE 875 BAR JOIST SWAY BRACE ATTACHMENT. (/) z /Er 0 W U "±" 0 w a U • I ✓: r'I( t:'1 Inatallation to ° r (. FM GIoFM Gloli.,a1a i Approved equipment should Lie. used. Pian review and r 'i i !^c'Tn411��: J ' I tnnc-, purposes. No Cji15roat e, S _rra i e I ant` Junsdictional o' coda raq cments) is r:: le Cr (:3,1 . ,..� , -..;Jr Mutt: aI, Insurance Company is limited to thil ocn aired In its insurance Plan Review by:.ct_. � g/0U `=: References to Factor' f utua! In: a r nco Goma:: y or Fbeto: / L':; ' subsidiaries and • - (FL?) r+. .... to CERTIFICATE OF COMPETANCY STAMP KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 68424 CONTR. REG. NO. SMrTHFS1980T Bus: (253) 928-1880 FAX: (253) 928-2350 BEST BUY SUPERSTORE 17356 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. B. COWNS 418-00 4 OF 4 T3-335