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PP - 1160 SAXON DR - COSTCO WHOLESALE CORP - PERMITS AND PLANS
01-F-164 00-F-290 00-F-240 00-F-237 00-F-0124 98-F-234 97-F-143 97-F-039 96-F-189 95-F-283 94-F-289 92-F-189 01-5-174 01-5-173 1160 SAXON DR ASSOCIATED PERMITS 00-S-307 91-224 00-S-244 91-041 00-S-097 00-S-044 98-S-224 98-S-173 98-5-168 97-S-116 97-S-019 95-S-238 95-S-213 93-5-178 93-S-009 92-S-128 91-004 889-127 888156 877187 877126 877112 877093 877075 877-070 84-098 FILE LIST OF MATERIALS SUPPLIED TO: COSTCO-SOUTHCENTER 1160 SAXON DR TUKWILA WA 98188 FOR ADDITION TO ALARM SYSTEM BY: ADT SECURITY SYSTEMS CONTACT: DON LEE 654-3084 STATE REGISTRATION NUMBER: ADTSES* 115B5 DATE: 8-7-96 Security Systems 1916 Boren Avenue Seattle WA 98101-1406 Telephone 206 624 3103 Fax 206 654 2189 ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tuk it a Fire De)t. !tions, deletions or r':;i �l�_, +.� t:, .i ngs after this date will w ..i .:113 and will requira reIised drawings. Fin.11 i, ^ct to field. .4 1.4 rei.re.ientative of this dep: rE & nt DATE:egm, BY: A-42, CITY OF TUKWILA 575.4407 QUANTITY MODEL DESCRIPTION 3 PID ADDRESS MODULE NOTE: ADT IS ONLY INSTALLING 3 ADDRESS MODULES TO CONTROL PANEL, THEN CONNECTING TO SPRINKLER SWITCHES SUPPLIED & INSTALLED BY OTHERS. TUKWILA FIRE DEPARTMENT Please calf, 575-4407 and give this job No. c and ::xact address fors hut• down or restoration approval. it AUG -7 1996 SOUTHCENTER MONITORING ADDITION LIST OF MATERIALS SUPPLIED TO: COSTCO - SOUTHCENTER 1160 SAXON DR TUKWILA WA 98188 FOR ADDITION TO ALARM SYSTEM BY: ADT SECURITY SYSTEMS CONTACT: DON LEE 654-3084 STATE REGISTRATION NUMBER: ADTSES* DATE: 5-27-97 QUANTITY MODEL ADT Security Services, Inc. 841 Powell Avenue SW Suite 101 u Telephone 206 624 3103 Fax 206 654 2189 ACED Wrthout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the , adequacy of design rests totally with the designer. l Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a Iresubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by i15 Tukwila Fire Prevention Bureau. Date: C -10-7 7 By: 4441SI/ DESCRIPTION 1 QUAD -PID ADDRESS MODULE NOTE: ADT IS ONLY INSTALLING 1 ADDRESS MODULES TO CONTROL PANEL, THEN CONNECTING TO SPRINKLER SWITCHES SUPPLIED & INSTALLED BY OTHERS. TUKWILA FIRE DEPARTfMEM1 Please calf: 575.4407 and give this job No. 97-F- /(4.1 and exact address for chute down or restoration approvd, F@N.5]M?nn lit MAY 2 7 1997 D 0 z W L7 W J W z 0 z W J Q U EXISTING FOCUS 200 CONTROL PANEL ADDRESS MODULE PRESSURE SUPV. SWITCH GATE VALVE SUPV. SWITCH (PROVIDED t INSTALLED BY OTHERS) a ®®0 w 1-1 0 Ia - SOUTHCENTER MONITORING ADDITION i 1 1 7 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. CO o\2.4 and exact address for shut- down or restoration approval. LIST OF MATERIALS SUPPLIED TO: COSTCO - SOUTHCENTER 1160 SAXON DR TUKWILA WA 98188 ADT Security Services, Inc. 841 Powell Avenue SW, Suite 101 Renton, WA 98055 FOR MONITORING ADDITION TO ALARM S BY: ADT SECURITY SERVICES 841 POWELL AVE SW STE: 101 RENTON WA 98055 CONTACT: JEFF GILL PHONE: 206-654-3058 STATE REGISTRATION NUMBER: ADTSESI DATE: 3-20-2000 QUANTITY MODEL Fax 206 654 2189 ACCEPTF70 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwi'a F;r. Prevention Bureau for confcrr nc: standards. Acceptance is omissions which do not author -,n : • 6flyds and ordinances. [ n . ; • adequacy of design rests totally Additions, deletions or revision. this date will void this accept. it c resubmittal of revised drawings r�;r suib.,f:,cue:: Final acceptance is subject to fieti test and inspectio: 7 • The Tukwila Fire Prevention Bureau. Date: `ZeN\3 By: 3R 205 DESCRIPTION 5 1 2 2 POPIT VSR-F PIVS-B OSYSU-A ADDRESS MODULE WATERFLOW DETECTOR POST INDICATOR VALVE GATE VALVE TAMPER SCOPE OF WORK: ADT IS SUPPLYING AND INSTALLING SPRINKLER SWITCHES. ALL SWITCHES ARE CONNECTED TO AND EXISTING RADIONICS 8112 PANEL WHICH IS MONITORED BY AN EXISTING FOCUS 200 COMMUNICATOR. MONITORING BY ADT. j MAR 2 0 2000 yry Attica INTERNATIONAL LTD. COMPANY BATTERY CALCULATION FOR ADDITIONAL DEVICES ADDED TO CONTROL PANEL. Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description QTY Each Each Total Total Gate valve tamper 2 0.0000 0.0000 0.0000 0.0000 PIV switch 2 0.0000 0.0000 0.0000 0.0000 Waterflow detector 1 0.0000 0.0000 0.0000 0.0000 Totals: 5 0.0000 0.0000 Req. #Hrs Standby?: 60 Tot AIrm Min in Alrm?: 5 Min Amp Hr Batt Req= 0.00 (30% Batt Age Fac Inc) (130% Total Load) [SECURITY SYSTENSJ / TO CENTRAL STATION ELco LDVE ism Ow x EXIST. F200 4 0 0 O O EXIST. 8112 120 VAC — 220 VAc RISER CO - EN U EN EN N COS TCO vAREHOUSE TO EXISTING CONTROL PANEL. FOOD STORE PARTIAL FL SCALE: NONE R PLA\ LEGEND poPt TI O ADDRESS MODULE GATE VALVE TAMPER POST INDICATOR VALVE SWITCH WET WATERFLOW SWITCH SCOPE OF WORK: PROVIDE AND INSTALL SPRINKLER SWITCHES. CONNECT SWITCHES TO AN EXISTING RADIONICS 8112 PANEL WHICH IS MONITORED BY AN EXISTING FOCUS 200 COMMUNICATOR PANEL. MONITORING BY ADT. DRAWN BT. DATE. CHECKED DATE D. LEE 3-20-2000 [SCALE. NONE A/HIOVED DATE DRADTWATT 610/3011 OSWALT ADT 1926 DOTTED AVE SEATTLE, VA 98101 7206) 624-3103 rax. 623-3269 PROJECT NAME COSTCO - SOUTHCENTER SHEET TITLE MONITORING ADDITION REVISIENIS NEL DATE DESCRIPTIM SHEET ADT -1 r AUXILIARY SUBMITTAL SERIAL NO:2443HY1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA WA.98188 FOOD PLANT ADDITION DENSITY:.495GPM. PER SQ.FT. OVER 2000SQ.FT REMOTE AREA HYD. CALCS. BY: R.BELL TRINITY FIRE PROTECTION 11021 CRAMER RD. KPN. GIG HARBOR, WA.98329 FLOW TEST RESULTS Water Supply STATIC 118.80 PSI RESIDUAL 94.80 PSI @ 2466.00 GPM ELEVATION OF TEST 4.00 Ft CITY PRESSURE AVAILABLE AT 1697.4 GPM SPR 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL FLOW 43.81 42.80 42.42 42.37 42.44 42.86 43.93 43.63 42.62 42.22 42.18 42.23 42.65 43.70 43.58 42.56 42.17 42.12 42.18 42.59 43.63 43.56 42.54 42.15 42.10 42.16 42.57 MINIMUM FLOW K -FACTOR 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 42.10 11.40 PRESSURE 14.77 14.10 13.85 13.82 13.86 14.14 14.85 14.65 13.97 13.72 13.69 13.73 14.00 14.69 14.61 13.94 13.68 13.65 13.69 13.96 14.65 14.60 13.93 13.67 13.64 13.68 13.94 108.51 PSI 01-10-2000 PAGE 1 SUBMITTAL SERIAL NO:2443HY1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA WA.98188 FOOD PLANT ADDITION DENSITY:.495GPM. PER SQ.FT. OVER 2000SQ.FT REMOTE AREA HYD. CALCS. BY: R.BELL 228 43.61 42.10 11.40 14.64 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 35 TO 45 1197.39 GPM 100.00 GPM 400.00 GPM 1697.39 GPM 73.65 PSI 0.00 PSI 14.27 FPS 01-10-2000 PAGE 2 AUXILIARY SUBMITTAL SERIAL NO:2443HY1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA WA.98188 FOOD PLANT ADDITION DENSITY:.495GPM. PER SQ.FT. OVER 2000SQ.FT REMOTE AREA HYD. CALCS. BY: R.BELL 01-10-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 226 225 21.82 8.00 0.0 2.154 BL 0.005 0.00 13.68 13.64 227 226 63.97 8.00 0.0 2.154 BL 0.034 0.00 13.95 13.68 228 227 106.54 8.00 0.0 2.154 BL 0.086 0.00 14.64 13.95 48 228 150.16 6.00 0.0 2.154 BL 0.163 0.00 15.62 14.64 224 225 20.28 8.00 0.0 2.154 BL 0.004 0.00 13.67 13.64 223 224 62.43 8.00 0.0 2.154 BL 0.032 0.00 13.93 13.67 222 223 104.98 8.00 0.0 2.154 BL 0.084 0.00 14.60 13.93 28 222 148.54 206.00 20.0 2.154 BL 0.160 0.00 50.71 14.60 18 28 148.54 2.00 10.0 2.154 RN 0.160 0.87 53.50 50.71 17 18 148.54 10.00 0.0 6.357 CM1 0.001 0.00 53.51 53.50 219 218 21.89 8.00 0.0 2.154 BL 0.005 0.00 13.69 13.65 220 219 64.07 8.00 0.0 2.154 BL 0.034 0.00 13.96 13.69 221 220 106.66 8.00 0.0 2.154 BL 0.087 0.00 14.65 13.96 47 221 150.29 6.00 0.0 2.154 BL 0.163 0.00 15.63 14.65 217 218 20.23 8.00 0.0 2.154 BL 0.004 0.00 13.68 13.65 216 217 62.39 8.00 0.0 2.154 BL 0.032 0.00 13.94 13.68 215 216 104.96 8.00 0.0 2.154 BL 0.084 0.00 14.61 13.94 27 215 148.53 206.00 20.0 2.154 BL 0.160 0.00 50.72 14.61 17 27 148.53 2.00 10.0 2.154 RN 0.160 0.87 53.51 50.72 16 17 297.07 10.00 0.0 6.357 CM1 0.003 0.00 53.54 53.51 212 211 22.12 8.00 0.0 2.154 BL 0.005 0.00 13.73 13.69 213 212 64.36 8.00 0.0 2.154 BL 0.034 0.00 14.00 13.73 214 213 107.01 8.00 0.0 2.154 BL 0.087 0.00 14.70 14.00 46 214 150.71 6.00 0.0 2.154 BL 0.164 0.00 15.69 14.70 210 211 20.05 8.00 0.0 2.154 BL 0.004 0.00 13.72 13.69 209 210 62.28 8.00 0.0 2.154 BL 0.032 0.00 13.98 13.72 208 209 104.89 8.00 0.0 2.154 BL 0.084 0.00 14.65 13.98 26 208 148.52 206.00 20.0 2.154 BL 0.160 0.00 50.76 14.65 16 26 148.52 2.00 10.0 2.154 RN 0.160 0.87 53.55 50.76 15 16 445.59 10.00 0.0 6.357 CM1 0.006 0.00 53.61 53.55 205 204 23.01 8.00 0.0 2.154 BL 0.005 0.00 13.86 13.82 206 205 65.45 8.00 0.0 2.154 BL 0.035 0.00 14.14 13.86 207 206 108.31 8.00 0.0 2.154 BL 0.089 0.00 14.85 14.14 45 207 152.24 6.00 0.0 2.154 BL 0.167 0.00 15.85 14.85 203 204 19.37 8.00 0.0 2.154 BL 0.004 0.00 13.85 13.82 202 203 61.79 8.00 0.0 2.154 BL 0.032 0.00 14.10 13.85 201 202 104.59 8.00 0.0 2.154 BL 0.083 0.00 14.77 14.10 25 201 148.40 206.00 20.0 2.154 BL 0.160 0.00 50.82 14.77 AUXILIARY SUBMITTAL SERIAL NO:2443HY1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA WA.98188 FOOD PLANT ADDITION DENSITY:.495GPM. PER SQ.FT. OVER 2000SQ.FT REMOTE AREA HYD. CALCS. BY: R.BELL FROM TO FLOW LENGTH FITTING DIAM 15 25 148.40 2.00 10.0 2.154 7 15 593.99 4.00 25.0 6.357 68 48 6.24 102.50 20.0 58 68 6.24 2.00 10.0 57 58 6.24 25.00 13.6 67 47 4.72 136.00 20.0 57 67 4.72 2.00 10.0 56 57 10.96 10.00 0.0 66 56 1.10 2.00 10.0 46 66 1.10 136.00 20.0 36 46 151.81 2.00 10.0 55 56 9.86 10.00 0.0 65 55 9.86 2.00 10.0 45 65 9.86 136.00 20.0 35 45 162.10 2.00 10.0 38 48 143.92 2.00 10.0 37 38 143.92 10.00 0.0 36 37 289.49 10.00 0.0 35 36 441.30 10.00 0.0 34 35 603.40 10.00 0.0 44 34 122.14 2.00 10.0 24 44 122.14 260.00 20.0 14 24 122.14 2.00 10.0 33 34 481.26 10.00 0.0 43 33 121.00 2.00 10.0 23 43 121.00 260.00 20.0 13 23 121.00 2.00 10.0 32 33 360.27 10.00 0.0 42 32 120.33 2.00 10.0 22 42 120.33 260.00 20.0 12 22 120.33 2.00 10.0 31 32 239.94 10.00 0.0 41 31 120.01 2.00 10.0 21 41 120.01 260.00 20.0 11 21 120.01 2.00 10.0 30 31 119.92 10.00 0.0 40 30 119.92 2.00 10.0 20 40 119.92 260.00 20.0 2.154 2.154 4.260 2.154 2.154 4.260 2.154 2.154 2.154 4.260 2.154 2.154 2.154 2.154 4.260 4.260 4.260 4.260 2.154 2.154 2.154 4.260 2.154 2.154 2.154 4.260 2.154 2.154 2.154 4.260 2.154 2.154 2.154 4.260 2.154 2.154 01-10-2000 PAGE 4 TYPE PSI/Ft S -LOSS PRESSURES RN 0.160 0.87 53.60 50.82 CM1 0.011 0.00 53.91 53.60 BL RN CM3 BL RN CM3 RN BL RN CM3 RN BL RN RN CM2 CM2 CMZ CM2 RN BL RN CM2 RN BL RN CM2 RN BL RN CM2 RN BL RN CM2 RN BL 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.166 0.000 0.001 0.001 0.188 0.151 0.005 0.020 0.043 0.077 0.111 0.111 0.111 0.051 0.109 0.109 0.109 0.030 0.108 0.108 0.108 0.014 0.108 0.108 0.108 0.004 0.108 0.108 0.00 0.87 0.00 0.00 0.87 0.00 - 0.87 0.00 0.87 0.00 -0.87 0.00 0.87 0.87 0.00 0.00 0.00 0.00 - 0.87 0.00 0.87 0.00 -0.87 0.00 0.87 0.00 - 0.87 0.00 0.87 0.00 - 0.87 0.00 0.87 0.00 - 0.87 0.00 15.67 15.61 16.55 15.67 16.55 16.55 15.68 15.63 16.55 15.68 16.55 16.55 15.68 16.55 15.68 15.68 18.55 15.68 16.54 16.54 15.68 16.54 15.85 15.68 18.97 15.85 18.29 15.61 18.34 18.29 18.54 18.34 18.97 18.54 19.74 18.97 20.21 19.74 51.37 20.21 53.58 51.37 20.26 19.75 20.70 20.26 51.33 20.70 53.51 51.33 20.55 20.25 20.98 20.55 51.30 20.98 53.47 51.30 20.69 20.55 21.11 20.69 51.27 21.11 53.43 51.27 20.73 20.69 21.15 20.73 51.28 21.15 AUXILIARY SUBMITTAL SERIAL NO:2443HY1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA WA.98188 FOOD PLANT ADDITION DENSITY:.495GPM. PER SQ.FT. OVER 2000SQ.FT REMOTE AREA HYD. CALCS. BY: R.BELL FROM 10 11 12 13 14 7 TO 20 10 11 12 13 14 FLOW 119.92 119.92 239.94 360.27 481.26 603.40 LENGTH 2.00 10.00 10.00 10.00 10.00 6.00 37 47 145.57 FITTING 10.0 0.0 0.0 0.0 0.0 25.0 DIAM 2.154 6.357 6.357 6.357 6.357 6.357 TYPE RN CM1 CM1 CM1 CM1 CM1 2.00 10.0 2.154 RN 6 7 1197.39 5 6 1197.39 4 5 1197.39 3 4 1297.39 2 3 1297.39 1 2 1297.39 0 1 1297.39 90.00 10.0 18.00 3.0 2.00 35.0 3.00 0.0 75.00 34.6 8.00 45.0 50.00 51.9 6.357 6.357 6.357 8.249 8.450 8.249 8.450 FM FR FR FR UN FR UN PSI/Ft 0.108 0.001 0.002 0.004 0.007 0.011 01-10-2000 PAGE 5 S -LOSS 0.87 0.00 0.00 0.00 0.00 0.00 PRESSURES 53.44 51.28 53.45 53.44 53.47 53.45 53.51 53.47 53.58 53.51 53.92 53.58 0.154 0.87 18.35 15.63 0.039 0.00 57.82 53.92 0.039 7.80 66.44 57.82 0.039 0.00 67.88 66.44 0.013 1.30 69.22 67.88 0.009 1.95 72.10 69.22 0.013 0.00 72.77 72.10 0.009 0.00 73.64 72.77 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME PRICE COSTO REGIONAL OPTICAL FACILITY JOB NO. C - 691 DATE 1/21/97 • ADDRESS 1141 SAXON DRIVE BY MIKE HINTON TUKWILA, WASHINGTON SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: RECIEVING AND STORAGE HAZARD CLASS PER NFPA 13 : ORDINARY GROUP 11 SPECIFIC RULING: RULING MADE BY: LEHNER ENGINEERING DENSITY: .25 GPM OVER THE MOST HYDRAULICALLY REMOTE 4,000 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 150 GPM OUTSIDE HOSE 350 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: ADDED AT: HOSE RACK SYSTEM CONNECTION CITY CONNECTION TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 365 "C" FACTOR UNDERGROUND : 140 100 SQUARE FEET F1 TEMPERATURE: 155 ° F 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 155 PSI RESIDUAL 105 PSI FLOW 1,501 GPM ELEVATION OF TEST: 0 DATE OF TEST: NIA DATA PROVIDED BY: PROJECT SPECIFICATIONS LOCATION OF TEST: HOME DEPOT'S 10" LOOP BASE OF RISER DEMAND 1335.41 GPM REQUIRED AT 63.16 PSI (INCLUDING 150 GPM FOR HOSE STREAMS) SUMMARY 1685.41 GPM REQUIRED AT 24.47 PSI AT CONNECTION TO 10" LOOP (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP SHEET OF JOB NAME 71, cI CO.STCC2 OPTIGAL- ADDRESS 1141 SA,!onl DRIVE, TUKW 11-A \NA . JOB NO. C - L<<i I SYSTEM/AREA _ _I _ 1 • 111 NNN■NN■■■NN■■■■ ■■■N■■■N■■II 1::C1:1 t ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ ■■■N■■■■ :::�::1: ■■■N■■■■ 1:111:: ■■■N■■■■ 111111111�E:■■ "MEN jI!uIiK ■■■NNNNN■NN■■■N■■■■■■■■N■■■N■U1I ■■■ NN■NNI■■■N■■■■■■■■N■■■N■■I■ MIN NNNNN■NN■■■N■■■■■■■■N■■■N■I■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■NL/■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■NI/■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■Nr/■■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■NI■■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■A■■■■ ■■■NNNNN■NN■■■N■■■■■■■■N■■■I/■■■■ I :II C=:■�::1:::I::::::::::rl:::l ■■■NNNNN■NN■■■N■■■■■■■■N■■■''■■■■ 1'1 I. : :11:::=1C1.:11 1 1 • 11 N■�■■N■■■■■■ ■ ■I■N■■■ ■ ■■■■■■■■ ■ ■ pIII: Lt ■■■■■■■ N ■■ ■■ OMNI II. GPM AT -r ,1 t ■:.■�: 1 1 T+ ■ :■ . ■ :■ --^ + 1 i - r } + t 1T l *--t t � '1 1- - I I --i j1 i 7 + 4_ ,lam all . t - . _- 1- 1. - _ - -t- _ 1 1r—,4-4_._ - mi• -I .4 , t t- rrt+- r r —1 —+a - . ... + r ^ - - . _ '-f- 1 LL t '-. -f-'-14 WATER SUPPLY DATA STATIC 155 PSI RESIDUAL 1"`_ PSI FLOWING !_3`'l __. GPM 111.. IN III 1 *1 r' 1 r l ' 1_`1 , rt, -h. 0 li t ' Loa. ICD ---, 1-�- =, - --I -j-1 __. _ .. _. _ _ - 4. _. ..1. i..T .� _ i •—_ fi T fI r — .._+. 1--i--1 w+. t77 _ I t t T —' ,. + t ' -1 1... 1. 1 - 1�Y1'1- - I -J- -` . -I-1I4 1--�.i4.1.- rl � SMITH FIRE SYSTEMS, INC. + f 1I T I t t , 1 r+ t---1''•— {' 4 •f �1-' 1 — _Li:, _ _ _i - -1 . 4 - 444-_ + q--1 _ -t- {j 1 { t 1 . 1 1 TI -T -r-1 �----, -t --1_ 1 - +xt�la . +. + 7 _ ---, X7 r tet x. 1i _ .' $ t + i� - -t1 . 1 Ty i+ -J- •• 14 Ii ��•L �' -1 :--1-- 1 - 7- . , 11ice; i --(yy 7i..-r�—. �. ..tl 1 _I. .I 1I-r.--�T -'rY-1- -it-r �i ' x—.4..41 11._--.i Isd NI 3dnss]dd 0 rn CO HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY Job Number: C-691 System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS 2E,T L 4.42 Pt 18.24 AREA=96,E=3.92 DROP1 24.00 1.049 EO 9.00 0.182 Pe 1.69 24.00 T 13.42 Pf 2.45 r: Total Pressure: 22.38 K -Line: 5.07 DROP2 24.00 1.049 24.00 2E,T L 4.67 EO 9.00 0.182 T 13.67 Pt 18.24 Pe 1.80 Pf 2.49 AREA=96,E=4.17 Total Pressure: 22.53 K -Line: 5.06 DROPS 2E,T L 4.92 Pt 18.24 AREA=96,E=4.42 24.00 1.049 EO 9.00 0.182 pe 1.91 24.00 T 13.92 Pf 2.54 Total Pressure: 22.68 K -Line: 5.04 DROP4 24.00 1.049 24.00 2E,T L 5.17 EO 9.00 0.182 T 14.17 Pt 18.24 Pe 2.02 Pf 2.58 AREA=96,E=4.67 Total Pressure: 22.84 K -Line: 5.02 DROP5 2E,T L 5.42 Pt 18.24 AREA=96,E=4.92 24.00 1.049 EO 9.00 0.182 Pe 2.13 24.00 T 14.42 Pf 2.63 Total Pressure: 22.99 K -Line: 5.01 DROP6 2E,T L 5.67 Pt 18.24 AREA=96,E=5.17 24.00 1.049 E0 9.00 0.182 Pe 2.23 24.00 T 14.67 Pf 2.68 Total Pressure: 23.15 K -Line: 4.99 DROP7 2E,T L 5.92 Pt 18.24 AREA=96,E=5.92 24.00 1.049 E0 9.00 0.182 Pe 2.34 24.00 T 14.92 Pf 2.72 Total Pressure: 23.30 K -Line: 4.97 DROPS 2E,T L 5.83 Pt 18.24 AREA=96,E=5.33 24.00 1.049 EO 9.00 0.182 Pe 2.30 24.00 T 14.83 Pf 2.70 Total Pressure: 23.24 K -Line: 4.98 1/21/97 Page 1 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 24A L 11.67 Pt 22.99 DROP5, E=-.25 SSU1 24.00 1.752 EO 0.00 0.015 Pe -0.11 24.00 T 11.67 Pf 0.18 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 23.06 PRESSURE OF 23.15 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 24.00 1.752 48.04 L 12.33 Pt 23.15 DROP6, E=-. 25 EO 0.00 0.059 Pe -0.11 T 12.33 Pf 0.67 SSU3 24.21 1.752 COUPLING 72.25 L 1.75 Pt 23.71 DROP7,E=-.08 EO 0.00 0.116 Pe -0.03 T 1.75 Pf 0.20 COUPLING RNT 0.00 2.227 72.25 T L 2.67 Pt 23.87 E0 14.38 0.036 Pe 0.00 T 17.05 Pf 0.61 ADD BL 24B RNB 24.57 2.227 96.83 T L 1.08 Pt 24.49 BL 24B,E=1.08 EO 14.38 0.062 Pe 0.47 T 15.46 Pf 0.96 Total Pressure: 25.91 K -Line: 19.02 Max Velocity: 9.6 ftls BL 24B ssU1 COUPLING 24.00 1.752 24.00 L 6.42 Pt 23.24 DROP8,E=-.13 EO 0.00 0.015 Pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 EO 14.38 0.005 Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES L 12.00 Pt 22.38 SSU1 24.00 1.752 E0 0.00. 0.015 Pe -0.11 24.00 T 12.00 Pf 0.18 DROP1,E=-.25 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 22.45 PRESSURE OF 22.53 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 L 11.67 Pt 22.53 DROP2, E=-.25 24.00 1.752 EO 0.00 0.054 pe -0.11 48.04 T 11.67 Pf 0.63 SSU3 #0 L 12.33 Pt 23.06 DROP3,E=-.25 24.20 1.752 EO 0.00 0.115 Pe -0.11 72.24 T 12.33 Pf 1.42 SSU4 L 12.00 Pt 24.37 DROP4,E=-.25 24.79 1.752 EO 0.00 0.199 pe -0.11 97.03 T 12.00 Pf 2.39 SSU5 L 11.67 Pt 26.66 DROPS,E=-.25 25.84 1.752 EO 0.00 0.308 Pe -0.11 122.87 T 11.67 Pf 3.60 SSU6 L 12.33 Pt 30.15 DROP6,E=-.25 27.39 1.752 EO 0.00 0.448 pe -0.11 150.27 T 12.33 Pf 5.52 SSU7 COUPLING L 1.75 Pt 35.56 DROP7,E=-.08 29.65 1.752 EO 0.00 0.625 pe -0.03 179.91 T 1.75 Pf 1.09 COUPLING RNT T L 2.67 Pt 36.62 0.00 2.227 EO 14.38 0.194 Pe 0.00 179.91 T 17.05 Pf 3.31 ADD BL 25B RNB T L 1.08 Pt 39.93 BL 25B, E=1.08 31.38 2.227 EO 14.38 0.262 Pe 0.47 211.30 T 15.46 Pf 4.05 Total Pressure: 44.44 K -Line: 31.69 Max Velocity: 23.9 ft/s BL 25B SSU1 24.00 1.752 COUPLING 24.00 L 6.42 Pt 23.24 DROP8,E=-.13 EO 0.00 0.015 pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 E0 14.38. 0.005 Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY Job Number: C-691 System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 26A SSU1 L 12.00 Pt 22.38 24.00 1.752 EO 0.00 0.015 pe -0.11 24.00 T 12.00 Pf 0.18 DROP1,E=-.25 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 22.45 PRESSURE OF 22.53 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 L 11.67 P€ 22.53 DROP2,E=-.25 24.00 1.752 EO 0.00 0.054 Pe -0.11 48.04 T 11.67 Pf 0.63 SSU3 L 12.33 Pt 23.06 DROP3,E=-.25 24.20 1.752 EO 0.00 0.115 Pe -0.11 72.24 T 12.33 Pf 1.42 SSU4 L 12.00 Pt 24.37 DROP4,E=-.25 24.79 1.752 E0 0.00 0.199 Pe -0.11 97.03 T 12.00 Pf 2.39 SSU5 L 11.67 Pt 26.66 DROP5,E=-.25 25.84 1.752 E0 0.00 0.308 pe -0.11 122.87 T 11.67 Pf 3.60 SSU6 L 12.33 Pt 30.15 DROP6,E=-.25 27.39 1.752 E0 0.00 0.448 Pe -0.11 150.27 T 12.33 Pf 5.52 SSU7 COUPLING L 1.75 Pt 35.56 DROP7,E=-.08 29.65 1.752 EO 0.00 0.625 Pe -0.03 179.91 T 1.75 Pf 1.09 COUPLING RNT T L 2.67 Pt 36.62 0.00 2.227 EO 14.38 0.194 Pe 0.00 179.91 T 17.05 Pf 3.31 ADD BL 26B RNB T L 1.08 Pt 39.93 BL 26B,E=1.08 31.38 2.227 EO 14.38 0.262 pe 0.47 211.30 T 15.46 Pf 4.05 Total Pressure: 44.44 K -Line: 31.69 Max Velocity: 23.9 ft/s BL 26B SSU1 24.00 1.752 COUPLING 24.00 L 6.42 Pt 23.24 DROP8,E=-.13 EO 0.00 0.015 Pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 EO 14.38 0.005 Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 4 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 27A SSU1 L 12.00 Pt 22.38 DROP1,E=-.25 24.00 1.752 EO 0.00 0.015 pe -0.11 24.00 T 12.00 Pf 0.18 ADJUSTED FLOW FOR MINIMUM REQUIRED pt 22.45 PRESSURE OF 22.53 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 L 11.67 Pt 22.53 DROP2,E=-.25 24.00 1.752 EO 0.00 0.054 pe -0.11 48.04 T 11.67 Pf 0.63 SSU3 L 12.33 Pt 23.06 DROP3,E=-.25 24.20 1.752 EO 0.00 0.115 pe -0.11 72.24 T 12.33 Pf 1.42 SSU4 L 12.00 Pt 24.37 DROP4,E=-.25 24.79 1.752 EO 0.00 0.199 Pe -0.11 97.03 T 12.00 Pf 2.39 SSU5 L 11.67 Pt 26.66 DROPS,E=-.25 25.84 1.752 EO 0.00 0.308 Pe -0.11 122.87 T 11.67 Pf 3.60 SSU6 L 12.33 Pt 30.15 DROP6,E=-.25 27.39 1.752 EO 0.00 0.448 Pe -0.11 150.27 T 12.33 Pf 5.52 SSU7 COUPLING L 1.75 Pt 35.56 DROP7,E=-.08 29.65 1.752 EO 0.00 0.625 Pe -0.03 179.91 T 1.75 Pf 1.09 COUPLING RNT T L 2.67 Pt 36.62 0.00 2.227 EO 14.38 0.194 Pe 0.00 179.91 T 17.05 Pf 3.31 ADD BL 27B RNB T L 1.08 Pt 39.93 BL 27B,E=1.08 31.38 2.227 EO 14.38 0.262 Pe 0.47 211.30 T 15.46 Pf 4.05 Total Pressure: 44.44 K -Line: 31.69 Max Velocity: 23.9 ft/s BL 27B SSU1 24.00 1.752 COUPLING 24.00 L 6.42 Pt 23.24 DROP8,E=-.13 EO 0.00 0.015 Pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 EO 14.38 0.005. Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 5 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 28A SSU1 L 12.00 Pt 22.38 24.00 1.752 E0 0.00 0.015 pe -0.11 24.00 T 12.00 Pf 0.18 DROP1,E=-.25 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 22.45 PRESSURE OF 22.53 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 L 11.67 Pt 22.53 DROP2,E=-.25 24.00 1.752 E0 0.00 0.054 pe -0.11 48.04 T 11.67 Pf 0.63 SSU3 L 12.33 Pt 23.06 DROP3,E=-.25 24.20 1.752 E0 0.00 0.115 pe -0.11 72.24 T 12.33 Pf 1.42 SSU4 L 12.00 Pt 24.37 DROP4, E=-.25 24.79 1.752 E0 0.00 0.199 Pe -0.11 97.03 T 12.00 Pf 2.39 SSU5 L 11.67 Pt 26.66 DROPS ,E=-.25 25.84 1.752 EO 0.00 0.308 pe -0.11 122.87 T 11.67 Pf 3.60 SSU6 L 12.33 Pt 30.15 DROP6,E=-.25 27.39 1.752 E0 0.00 0.448 Pe -0.11 150.27 T 12.33 Pf 5.52 SSU7 COUPLING L 1.75 Pt 35.56 DROP7,E=-.08 29.65 1.752 E0 0.00 0.625 pe -0.03 179.91 T 1.75 Pf 1.09 COUPLING RNT T L 2.67 Pt 36.62 0.00 2.227 EO 14.38 0.194 Pe 0.00 179.91 T 17.05 Pf 3.31 ADD BL 286 RNB T L 1.08 Pt 39.93 BL 28B, E=1.08 31.38 2.227 EO 14.38 0.262 Pe 0.47 211.30 T 15.46 Pf 4.05 Total Pressure: 44.44 K -Line: 31.69 Max Velocity: 23.9 ft/s BL 28B SSU1 24.00 1.752 COUPLING 24.00 L 6.42 Pt 23.24 DROPS, E=-.13 EO 0.00 0.015 Pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 EO 14.38 0.005 Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 6 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 29A L 12.00 Pt 22.38 DROP1,E=-.25 SSU1 24.00 1.752 EO 0.00 0.015 Pe -0.11 24.00 T 12.00 Pf 0.18 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 22.45 PRESSURE OF 22.53 PSI AT SSU2. ADJUSTED FLOW 24.04 SSU2 24.00 1.752 L 11.67 Pt 22.53 DROP2,E=-.25 EO 0.00 0.059 pe -0.11 48.04 T 11.67 Pf 0.63 SSU3 24.20 1.752 L 12.33 Pt 23.06 DROP3,E=-.25 EO 0.00 0.115 pe -0.11 72.24 T 12.33 Pf 1.42 SSU4 24.79 1 752 L 12.00 Pt 24.37 DROP4,E=-.25 EO 0.00 0.199 Pe -0.11 97.03 T 12.00 Pf 2.39 SSU5 25 84 1 752 L 11.67 Pt 26.66 DROPS,E=-.25 EO 0.00 0.308 Pe -0.11 122.87 T 11.67 Pf 3.60 SSU6 27 39 1 752 L 12.33 Pt 30.15 DROP6,E=-.25 EO 0.00 0.998 Pe -0.11 150.27 T 12.33 Pf 5.52 SSU7 COUPLING 29.65 1.752 L 1.75 Pt 35.56 DROP7,E=-.08 E0 0.00 0.625 Pe -0.03 179.91 T 1.75 Pf 1.09 COUPLING RNT T L 2.67 Pt 36.62 0.00 2.227 E0 14.38 0.194 Pe 0.00 179.91 T 17.05 Pf 3.31 ADD BL 29B RNB T L 1.08 Pt 39.93 BL 29B, E=1. os 31.38 2.227 EO 14.38 0.262 Pe 0.47 211.30 T 15.46 Pf 4.05 Total Pressure: 44.44 K -Line: 31.69 Max Velocity: 23.9 ftls BL 29B SSU1 COUPLING 24.00 1.752 24.00 L 6.42 Pt 23.24 DROP8,E=-.13 EO 0.00 0.015 Pe -0.06 T 6.42 Pf 0.10 COUPLING RNT 0.00 2.227 24.00 T L 1.17 Pt 23.28 E0 14.38 0.005 Pe 0.00 T 15.55 Pf 0.07 Total Pressure: 23.36 1/21/97 K -Line: 4.97 Max Velocity: 3.2 ft/s Page 7 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES CROSSMAIN ADD BL 29 211.30 6.357 211.30 L 8.00 Pt 44.44 BL 29A/29B EO 0.00 0.002 Pe 0.00 T 8.00 Pf 0.01 ADD BL 28 211.33 6.357 422.62 L 8.00 Pt 44.46 BL 28A/28B EO 0.00 0.006 Pe 0.00 T 8.00 Pf 0.05 ADD BL 27 211.43 6.357 634.06 L 8.00 Pt 44.50 BL 27A/27B E0 0.00 0.012 Pe 0.00 T 8.00 Pf 0.10 ADD BL 26 211.67 6.357 845.72 L 8.00 Pt 44.60 BL 26A/26B EO 0.00 0.021 Pe 0.00 T 8.00 Pf 0.17 ADO BL 25 212.06 1,057.78 L 8.00 Pt 44.77 BL 25A/25B 6.357 EO 0.00 0.031 Pe 0.00 T 8.00 Pf 0.25 ADD BL 24 MAIN 127.63 1,185.41 T L 75.83 Pt 45.02 BL 24A/24B 6.357 E0 37.72 0.039 Pe 0.00 T 113.55 Pf 4.39 Total Pressure: 49.40 1/21/97 K -Line: 168.65 Max Velocity: 12.0 ftls Page 8 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: RECIEVING AND STORAGE Density: 0.25 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES MAIN ADD CROSSMAIN RISER 1,185.41 1,185.41 6.357 3E L 154.67 EO 52.81 T 207.48 Pt 49.4 0 CROSSMAIN, E=1.5 0.039 Pe 0.65 Pf 8.02 RISER MANIFOLD 150.00 1,335.41 6.357 BFY2 L 9.33 EO 12.57 T 21.90 Pt 58.07 E=9.33,HOSE=150 0.048 Pe 4.03 Pf 1.06 MANIFOLD STUB IN 0.00 1,335.41 6.357 L 3.58 E0 0.00 T 3.58 Pt 63.16 E=3.58,6 psi loss for 6 0.048 Pe 7.55 INCH FEBCO 876V DDCVA Pf 0.17 UNDERGROUND 350.00 1,685.41 6.155 E,CV,2GV L 100.00 ,T EO 108.60 T 208.60 Pt 70.88 C=140,HOSE=350 0.065 Pe 0.00 Pf 13.60 WATER SUPPLY Static: 155.00 psi Resid: 105.00 psi Flow: 1,501.0 gpm 1/21/97 Total Pressure: 84.47 MARGIN % Overage Flow: 122.2 gpm at 84.47 psi Pressure: 8.57 psi at 1,685.4 gpm 10.1% K -Line: 183.38 Max Job Velocity: 23.9 ft/s Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. C-691 PRICE COSTCO REGIONAL OPTICAL FACILITY SYSTEM # 1 PRODUCTION AND OFFICES AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 4,000 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 846.75 GPM AT 32.29 PSI HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY Job Number: C-691 System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS DROP1 16.80 1.049 16.80 2E,T L 4.42 EO 9.00 T 13.42 Pt 8.94 0.094 Pe 1.69 Pf 1.27 AREA=112,E=3.92 Total Pressure: 11.89 K -Line: 4.87 DROP2 16.80 1.049 16.80 2E,T L 4.67 EO 9.00 0.094 T 13.67 Pt 8.94 Pe 1.80 Pf 1.29 AREA=112,E=4.17 Total Pressure: 12.03 K -Line: 4.84 DROP3 16.80 1.049 16.80 2E,T L 5.00 E0 9.00 0.094 T 14.00 Pt 8.94 AREA=112,E=4.5 Pe 1.94 Pf 1.32 Total Pressure: 12.20 K -Line: 4.81 DROP4 2E,T L 5.25 Pt 8.94 AREA=112,E=4.75 16.80 1.049 EO 9.00 0.094 Pe 2.05 16.80 T 14.25 Pf 1.34 Total Pressure: 12.33 K -Line: 4.78 DROP5 2E,T L 5.58 Pt 8.94 AREA=112,E=5.08 16.80 1.049 E0 9.00 0.094 Pe 2.19 16.80 T 14.58 Pf 1.37 Total Pressure: 12.51 K -Line: 4.75 DROP6 2E,T L 5.83 Pt 8.94 AREA=112,E=5.33 16.80 1.049 E0 9.00 0.094 Pe 2.30 16.80 T 14.83 Pf 1.40 Total Pressure: 12.64 K -Line: 4.73 1/21/97 Page 1 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 1A SSU1 L 14.00 Pt 11.89 DROP1,E=-.29 16.80 1.752 E0 0.00 0.008 Pe -0.13 16.80 T 14.00 Pf 0.11 ADJUSTED FLOW FOR MINIMUM REQUIRED pt 11.88 PRESSURE OF 12.03 PSI AT SSU2. ADJUSTED FLOW 16.90 SSU2 L 14.00 Pt 12.03 DROP2, E=-.29 16.80 1.752 EO 0.00 0.028 Pe -0.13 33.70 T 14.00 Pf 0.39 SSU3 L 14.00 Pt 12.30 DROP3,E=-.29 16.87 1.752 EO 0.00 0.060 Pe -0.13 50.57 T 14.00 Pf 0.84 SSU4 L 14.00 Pt 13.01 DROP4,E=-.29 17.25 1.752 EO 0.00 0.103 Pe -0.13 67.82 T 14.00 Pf 1.44 SSU5 L 14.33 Pt 14.32 DROP5,E=-.29 17.98 1.752 EO 0.00 0.159 Pe -0.13 85.80 T 14.33 Pf 2.27 SSU6 RNT T L 5.25 Pt 16.47 DROP6,E=-.17 19.18 1.752 EO 12.07 0.231 Pe -0.07 104.98 T 17.32 Pf 3.99 ADD BL 1B RNB T L 1.08 Pt 20.39 BL 1B,E=1.08 21.27 2.227 E0 14.38 0.101 Pe 0.47 126.25 T 15.46 Pf 1.56 Total Pressure: 22.42 K -Line: 26.66 Max Velocity: 14.0 ft/s BL 1B SSU1 RNT 16.80 1.752 16.80 T L 8.42 EO 12.07 0.008 T 20.49 Pt 12.64 DROP6,E=-.17 Pe -0.07 Pf 0.16 Total Pressure: 12.72 1/21/97 K -Line: 4.71 Max Velocity: 2.2 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 2A SSU1 L 14.00 Pt 11.89 16.80 1.752 E0 0.00 0.008 pe -0.13 16.80 T 14.00 Pf 0.11 DROP1,E=-.29 ADJUSTED FLOW FOR MINIMUM REQUIRED pt 11.88 PRESSURE OF 12.03 PSI AT SSU2. ADJUSTED FLOW 16.90 SSU2 L 14.00 Pt 12.03 DROP2,E=-.29 16.80 1.752 EO 0.00 0.028 pe -0.13 33.70 T 14.00 Pf 0.39 SSU3 L 14.00 Pt 12.30 DROP3,E=-.29 16.87 1.752 EO 0.00 0.060 pe -0.13 50.57 T 14.00 Pf 0.84 SSU4 L 14.00 Pt 13.01 DROP4,E=-.29 17.25 1.752 E0 0.00 0.103 pe -0.13 67.82 T 14.00 Pf 1.44 SSU5 L 14.33 Pt 14.32 DROPS, E=-.29 17.98 1.752 EO 0.00 0.159 Pe -0.13 85.80 T 14.33 Pf 2.27 SSU6 RNT T L 5.25 Pt 16.47 DROP6,E=-.17 19.18 1.752 E0 12.07 0.231 Pe -0.07 104.98 T 17.32 Pf 3.99 ADD BL 2B RNB T L 1.08 Pt 20.39 BL 2B,E=1.08 21.27 2.227 EO 14.38 0.101 Pe 0.47 126.25 T 15.46 Pf 1.56 Total Pressure: 22.42 K -Line: 26.66 Max Velocity: 14.0 ft/s BL 2B SSU1 RNT 16.80 1.752 16.80 T L 8.42 E0 12.07 0.008 T 20.49 Pt 12.64 DROP6, E=-. 17 Pe -0.07 Pf 0.16 Total Pressure: 12.72 1/21/97 K -Line: 4.71 Max Velocity: 2.2 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY Job Number: C-691 System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 3A SSU1 16.80 1.752 16.80 L 14.00 EO 0.00 T 14.00 Pt 11.89 0.008 Pe -0.13 Pf 0.11 DROP1,E=-.29 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 12.03 PSI AT SSU2. ADJUSTED FLOW 16.90 Pt 11.88 SSU2 L 14.00 Pt 12.03 DROP2,E=-.29 16.80 1.752 E0 0.00 0.028 pe -0.13 33.70 T 14.00 Pf 0.39 SSU3 L 14.00 Pt 12.30 DROP3,E=-.29 16.87 1.752 EO 0.00 0.060 pe -0.13 50.57 T 14.00 Pf 0.84 SSU4 L 14.00 Pt 13.01 DROP4,E=-.29 17.25 1.752 E0 0.00 0.103 pe -0.13 67.82 T 14.00 Pf 1.44 SSU5 L 14.33 Pt 14.32 DROP5,E=-.29 17.98 1.752 EO 0.00 0.159 Pe -0.13 85.80 T 14.33 Pf 2.27 SSU6 RNT T L 5.25 Pt 16.47 DROP6, E=-. 17 19.18 1.752 EO 12.07 0.231 Pe -0.07 104.98 T 17.32 Pf 3.99 ADD BL 3B RNB T L 1.08 Pt 20.39 BL 3B, E=1.08 21.27 2.227 E0 14.38 0.101 Pe 0.47 126.25 T 15.46 Pf 1.56 Total Pressure: 22.42 K -Line: 26.66 Max Velocity: 14.0 ft/s BL 3B SSU1 RNT 16.80 1.752 16.80 T L 8.42 Pt 12.64 DROP6, E=-. 17 EO 12.07 0.008 pe -0.07 T 20.49 Pf 0.16 Total Pressure: 12.72 1t21/97 K -Line: 4.71 Max Velocity: 2.2 ftls Page 4 IlYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 4A L 14.00 Pt 11.8 9 DROP1,E=-.29 SSU1 16.80 1.752 E0 0.00 0.008 pe -0.13 16.80 T 14.00 Pf 0.11 ADJUSTED FLOW FOR MINIMUM REQUIRED pt 11.88 PRESSURE OF 12.03 PSI AT SSU2. ADJUSTED FLOW 16.90 SSU2 L 14.00 Pt 12.03 DROP2,E=-.29 16.80 1.752 E0 0.00 0.028 Pe -0.13 33.70 T 14.00 Pf 0.39 SSU3 L 14.00 Pt 12.30 DROP3,E=-.29 16.87 1.752 E0 0.00 0.060 pe -0.13 50.57 T 14.00 Pf 0.84 SSU4 L 14.00 Pt 13.01 DROP4,E=-.29 17.25 1.752 E0 0.00 0.103 Pe -0.13 67.82 T 14.00 Pf 1.44 SSU5 L 14.33 Pt 19.32 DROP5,E=-.29 17.98 1.752 E0 0.00 0.159 Pe -0.13 85.80 T 14.33 Pf 2.27 SSU6 RNT T L 5.25 Pt 16.47 DROP6,E=-.17 19.18 1.752 EO 12.07 0.231 Pe -0.07 104.98 T 17.32 Pf 3.99 ADD BL 4B RNB T L 1.08 Pt 20.39 BL 4B, E=1.08 21.27 2.227 EO 14.38 0.101 Pe 0.47 126.25 T 15.46 Pf 1.56 Total Pressure: 22.42 K -Line: 26.66 Max Velocity: 14.0 ft/s BL 4B SSU 1 RNT 16.80 1.752 16.80 T L 8.42 Pt 12.64 DROP6,E=-.17 E0 12.07 0.008 pe -0.07 T 20.49 Pf 0.16 Total Pressure: 12.72 1/21/97 K -Line: 4.71 Max Velocity: 2.2 ftls Page 5 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 5A L 14.00 Pt 11.89 DROP1, E=-. 29 SSU1 16.80 1.752 EO 0.00 0.008 Pe -0.13 16.80 T 14.00 Pf 0.11 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 12.03 PSI AT SSU2. ADJUSTED FLOW 16.90 Pt 11.88 SSU2 L 14.00 Pt 12.03 DROP2, E=-.29 16.80 1.752 E0 0.00 0.028 Pe -0.13 33.70 T 14.00 Pf 0.39 SSU3 L 14.00 Pt 12.30 DROP3, E=-. 29 16.87 1.752 E0 0.00 0.060 Pe -0.13 50.57 T 14.00 Pf 0.84 SSU4 L 14.00 Pt 13.01 DROP4,E=-.29 17.25 1.752 E0 0.00 0.103 Pe -0.13 67.82 T 14.00 Pf 1.44 SSU5 L 14.33 Pt 14.32 DROPS, E=-.29 17.98 1.752 E0 0.00 0.159 Pe -0.13 85.80 T 14.33 Pf 2.27 SSU6 RNT T L 5.25 Pt 16.47 DROP6,E=-.17 19.18 1.752 E0 12.07 0.231 Pe -0.07 104.98 T 17.32 Pf 3.99 ADD BL 5B RNB T L 1.08 Pt 20.39 BL 5B,E=1.08 21.27 2.227 E0 14.38 0.101 Pe 0.47 126.25 T 15.46 Pf 1.56 Total Pressure: 22.42 K -Line: 26.66 Max Velocity: 14.0 ftls BL 5B SSU1 16.80 1.752 RNT 16.80 T L 8.42 E0 12.07 0.008 T 20.49 Pt 12.64 DROP6, E=-. 17 Pe -0.07 Pf 0.16 Total Pressure: 12.72 K -Line: 4.71 Max Velocity: 2.2 ftls BL 6A SSW L 14.33 Pt 12.51 DROPS, E=-.29 16.80 1.752 E0 0.00 0.008 pe -0.13 16.80 T 14.33 Pf 0.11 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 12.49 PRESSURE OF 12.64 PSI AT SSU2. ADJUSTED FLOW 16.90 SSU2 RNT 16.80 1.752 33.70 T L 5.25 Pt 12.64 DROP6, E=-. 17 EO 12.07 0.028 Pe -0.07 T 17.32 Pf 0.49 ADD BL 6B RNB 17.02 2.227 50.71 T L 1.08 Pt 13.05 BL 6B, E=1.08 E0 14.38 0.019 Pe 0.47 T 15.46 Pf 0.29 Total Pressure: 13.81 1t21/97 K -Line: 13.65 Max Velocity: 4.5 ft/s Page 6 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 6B SSU1 RNT 16.80 1.752 16.80 T L 8.42 EO 12.07 T 20.49 Pt 12.64 0.008 Pe -0.07 Pf 0.16 DROP6,E=-.17 Total Pressure: 12.72 1/21/97 K -Line: 4.71 Max Velocity: 2.2 ft/s Page 7 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY Job Number: C-691 System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES CROSSMAIN ADD BL 1 126.25 6.357 126.25 L 8.00 Pt 22.42 BL 1A/1B E0 0.00 0.001 Pe 0.00 T 8.00 Pf 0.00 ADD BL 2 126.26 6.357 252.51 L 8.00 Pt 22.42 BL 2A/2B EO 0.00 0.002 Pe 0.00 T 8.00 Pf 0.02 ADD BL 3 126.31 6.357 378.82 L 8.00 Pt 22.44 BL 3A/3B EO 0.00 0.005 Pe 0.00 T 8.00 Pf 0.04 ADD BL 4 126.42 6.357 505.24 L 8.00 Pt 22.48 BL 4A/4B EO 0.00 0.008 Pe 0.00 T 8.00 Pf 0.06 ADD BL 5 126.60 6.357 631.83 L 7.00 Pt 22.54 BL 5A/5B EO 0.00 0.012 Pe 0.00 T 7.00 Pf 0.08 ADD BL 6 MAIN 64.92 6.357 696.75 T L 68.17 Pt 22.62 BL 6A/6B EO 37.72 0.014 Pe 0.00 T 105.89 Pf 1.53 Total Pressure: 24.16 1/21/97 K -Line: 141.76 Max Velocity: 7.0 ft/s Page 8 HYDRAULIC CALCULATIONS Job Name: PRICE COSTCO REGIONAL OPTICAL FACILITY System No.: 1 Area: PRODUCTION AND OFFICES Density: 0.15 gpm/sq ft Default K: 5.62 Default C: 120.0 Job Number: C-691 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES MAIN ADD CROSSMAIN RISER 3E L 154.67 Pt 696.75 6.357 E0 52.81 0.014 Pe 696.75 T 207.48 Pf 24.16 0.65 3.00 CROSSMAIN,E=1.5 RISER MANIFOLD BFY2 L 9.33 Pt 150.00 6.357 E0 12.57 0.021 Pe 846.75 T 21.90 Pf 27.80 4.03 0.45 E=9.33, HOSE=150 MANIFOLD STUB IN L 3.58 Pt 0.00 6.357 E0 0.00 0.021 Pe 846.75 T 3.58 Pf 32.29 7.55 0.07 E=3.58,6 psi loss for 6 INCH FEBCO 876V DDCVA UNDERGROUND E,CV,2GV L 100.00 Pt 350.00 6.357 ,T EO 127.09 0.030 Pe 1,196.75 T 227.09 Pf 39.91 0.00 6.72 C=140,HOSE=350 WATER SUPPLY Static: 155.00 psi Resid: 105.00 psi Flow: 1,501.0 gpm 1,21/97 Total Pressure: 46.62 MARGIN % Overage Flow: 1,083.4 gpm at 46.62 psi Pressure: 75.49 psi at 1,196.8 gpm 161.9% K -Line: 175.26 Max Job Velocity: 14.0 ft/s Page 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/29/91 COSTCO JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 32 158.0 110.0 2600.0 80.4 3371.3 49.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 3371.3 GPM 0.0 GPM 3100.0 GPM 271.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 5.0 2 5.0 3 5.0 4 5.0 5 5.0 6 5.0 7 10.0 8 10.0 9 10.0 10 10.0 11 10.0 12 10.0 13 22.0 14 22.0 15 22.0 16 5.0 17 5.0 18 5.0 19 5.0 20 5.0 21 5.0 22 10.0 23 10.0 24 10.0 25 10.0 26 10.0 27 10.0 28 22.0 29 22.0 30 2.0 31 0.5 32 -3.0 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 K= 5.50 HOSE STREAM SOURCE 23.1 23.3 24.1 25.7 28.6 31.9 22.0 22.2 23.0 24.6 27.4 29.8 27.1 28.9 29.9 37.3 37.3 37.3 37.3 37.3 37.3 35.1 35.1 35.1 35.1 35.1 35.1 31.3 34.2 44.3 45.1 49.0 26.4 26.5 27.0 27.9 29.4 25.8 25.9 26.4 27.3 28.8 3100.0 3371.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -26.4 1.610 PL 8.00 PF 0.2 1 5.0 5.5 23.1 26.4 4.2 120 FTG ---- PE 0.0 2 5.0 5.5 23.3 26.5 0.027 TL 8.00 PV 0.1 Pipe: 2 -52.9 1.610 PL 8.00 PF 0.8 2 5.0 5.5 23.3 26.5 8.3 120 FTG ---- PE 0.0 3 5.0 5.5 24.1 27.0 0.098 TL 8.00 PV 0.5 Pipe: 3 -79.9 1.610 PL 8.00 PF 1.7 3 5.0 5.5 24.1 27.0 12.6 120 FTG ---- PE 0.0 4 5.0 5.5 25.7 27.9 0.210 TL 8.00 PV 1.1 Pipe: 4 -107.8 1.610 PL 8.00 PF 2.9 4 5.0 5.5 25.7 27.9 17.0 120 FTG ---- PE 0.0 5 5.0 5.5 28.6 29.4 0.365 TL 8.00 PV 1.9 Pipe: 5 -137.3 2.067 PL 9.00 PF 3.2 5 5.0 5.5 28.6 29.4 13.1 120 FTG T PE 0.0 6 5.0 0.0 31.9 0.0 0.169 TL 19.00 PV 1.2 Pipe: 6 -137.3 3.260 PL 5.00 PF 0.1 6 5.0 0.0 31.9 0.0 5.3 120 FTG ---- PE 2.2 12 10.0 0.0 29.8 0.0 0.018 TL 5.00 PV 0.2 Pipe: 7 -25.8 1.610 PL 8.00 PF 0.2 7 10.0 5.5 22.0 25.8 4.1 120 FTG ---- PE 0.0 8 10.0 5.5 22.2 25.9 0.026 TL 8.00 PV 0.1 Pipe: 8 -51.7 1.610 PL 8.00 PF 0.7 8 10.0 5.5 22.2 25.9 8.2 120 FTG ---- PE 0.0 9 10.0 5.5 23.0 26.4 0.094 TL 8.00 PV 0.4 Pipe: 9 -78.1 1.610 PL 8.00 PF 1.6 9 10.0 5.5 23.0 26.4 12.3 120 FTG ---- PE 0.0 10 10.0 5.5 24.6 27.3 0.201 TL 8.00 PV 1.0 Pipe: 10 -105.3 1.610 PL 8.00 PF 2.8 10 10.0 5.5 24.6 27.3 16.6 120 FTG ---- PE 0.0 11 10.0 5.5 27.4 28.8 0.349 TL 8.00 PV 1.9 Pipe: 11 -134.1 2.067 PL 5.00 PF 2.4 11 10.0 5.5 27.4 28.8 12.8 120 FTG T PE 0.0 12 10.0 0.0 29.8 0.0 0.162 TL 15.00 PV 1.1 Pipe: 12 -271.3 3.260 PL 17.00 PF 2.5 12 10.0 0.0 29.8 0.0 10.4 120 FTG ET PE 5.2 13 22.0 0.0 27.1 0.0 0.065 TL 39.00 PV 0.7 Pipe: 13 -271.3 4.260 PL 102.00 PF 1.8 13 22.0 0.0 27.1 0.0 6.1 120 FTG ---- PE 0.0 14 22.0 0.0 28.9 0.0 0.018 TL 102.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -271.3 4.260 PL 46.00 PF 1.0 14 22.0 0.0 28.9 0.0 6.1 120 FTG E PE 0.0 15 22.0 0.0 29.9 0.0 0.018 TL 56.00 PV 0.3 Pipe: 15 0.0 1.610 PL 8.00 PF 0.0 16 5.0 0.0 37.3 0.0 0.0 120 FTG ---- PE 0.0 17 5.0 0.0 37.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 16 0.0 1.610 PL 8.00 PF 0.0 17 5.0 0.0 37.3 0.0 0.0 120 FTG ---- PE 0.0 18 5.0 0.0 37.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 17 0.0 1.610 PL 8.00 PF 0.0 18 5.0 0.0 37.3 0.0 0.0 120 FTG ---- PE 0.0 19 5.0 0.0 37.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 18 0.0 1.610 PL 8.00 PF 0.0 19 5.0 0.0 37.3 0.0 0.0 120 FTG ---- PE 0.0 20 5.0 0.0 37.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 19 0.0 1.610 PL 29.00 PF 0.0 20 5.0 0.0 37.3 0.0 0.0 120 FTG T PE 0.0 21 5.0 0.0 37.3 0.0 0.000 TL 37.00 PV 0.0 Pipe: 20 0.1 3.260 PL 5.00 PF 0.0 21 5.0 0.0 37.3 0.0 0.0 120 FTG ---- PE 2.2 27 10.0 0.0 35.1 0.0 0.000 TL 5.00 PV 0.0 Pipe: 21 0.0 1.610 PL 8.00 PF 0.0 22 10.0 0.0 35.1 0.0 0.0 120 FTG ---- PE 0.0 23 10.0 0.0 35.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 22 0.0 1.610 PL 8.00 PF 0.0 23 10.0 0.0 35.1 0.0 0.0 120 FTG ---- PE 0.0 24 10.0 0.0 35.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 23 0.0 1.610 PL 8.00 PF 0.0 24 10.0 0.0 35.1 0.0 0.0 120 FTG ---- PE 0.0 25 10.0 0.0 35.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 24 0.0 1.610 PL 8.00 PF 0.0 25 10.0 0.0 35.1 0.0 0.0 120 FTG ---- PE 0.0 26 10.0 0.0 35.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 25 0.0 1.610 PL 33.00 PF 0.0 26 10.0 0.0 35.1 0.0 0.0 120 FTG T PE 0.0 27 10.0 0.0 35.1 0.0 0.000 TL 41.00 PV 0.0 Pipe: 26 0.0 3.260 PL 17.00 PF 0.0 27 10.0 0.0 35.1 0.0 0.0 120 FTG ET PE 5.2 15 22.0 0.0 29.9 0.0 0.000 TL 39.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -271.3 4.260 PL 82.00 PF 1.4 15 22.0 0.0 29.9 0.0 6.1 120 FTG ---- PE 0.0 28 22.0 0.0 31.3 0.0 0.018 TL 82.00 PV 0.3 Pipe: 28 -271.3 4.260 PL 124.00 PF 2.9 28 22.0 0.0 31.3 0.0 6.1 120 FTG 2ET PE 0.0 29 22.0 0.0 34.2 0.0 0.018 TL 164.00 PV 0.3 Pipe: 29 -271.3 4.260 PL 19.00 PF 1.5 29 22.0 0.0 34.2 0.0 6.1 120 FTG TCGA PE 8.7 30 2.0 H.S. 44.3 3100.0 0.018 TL 83.00 PV 0.3 Pipe: 30 -3371.3 8.249 PL 1.50 PF 0.1 30 2.0 H.S. 44.3 3100.0 20.2 120 FTG ---- PE 0.6 31 0.5 0.0 45.1 0.0 0.074 TL 1.50 PV 2.8 Pipe: 31 -3371.3 10.400 PL 30.00 PF 2.4 31 0.5 0.0 45.1 0.0 12.7 140 FTG ETG PE 1.5 32 -3.0 SRCE 49.0 (N/A) 0.018 TL 132.41 PV 1.1 NOTES: (1) Calculations were performed by the HASS 5.4.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 20.2 ft/sec. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/29/91 COSTCO1 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 32 158.0 110.0 2600.0 92.5 3076.2 50.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 3076.2 GPM 0.0 GPM 2800.0 GPM 276.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 5.0 2 5.0 3 5.0 4 5.0 5 5.0 6 5.0 7 10.0 8 10.0 9 10.0 10 10.0 11 10.0 12 10.0 13 22.0 14 22.0 15 22.0 16 5.0 17 5.0 18 5.0 19 5.0 20 5.0 21 5.0 22 10.0 23 10.0 24 10.0 25 10.0 26 10.0 27 10.0 28 22.0 29 22.0 30 2.0 31 0.5 32 -3.0 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 K= 5.55 HOSE STREAM SOURCE 39.3 39.3 39.3 39.3 39.3 39.3 37.1 37.1 37.1 37.1 37.1 37.1 31.9 31.9 31.9 23.8 24.1 24.9 26.6 29.7 36.6 22.0 22.2 23.0 24.6 27.4 34.5 33.4 36.4 46.6 47.3 50.9 27.1 27.2 27.7 28.6 30.2 26.0 26.2 26.6 27.5 29.1 2800.0 3076.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 1 2 0.0 1.610 PL 8.00 PF 0.0 5.0 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 5.0 0.0 39.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 2 0.0 1.610 PL 8.00 PF 0.0 2 5.0 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 3 5.0 0.0 39.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 3 0.0 1.610 PL 8.00 PF 0.0 3 5.0 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 4 5.0 0.0 39.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 4 0.0 1.610 PL 8.00 PF 0.0 4 5.0 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 5 5.0 0.0 39.3 0.0 0.000 TL 8.00 PV 0.0 Pipe: 5 0.0 1.610 PL 9.00 PF 0.0 5 5.0 0.0 39.3 0.0 0.0 120 FTG T PE 0.0 6 5.0 0.0 39.3 0.0 0.000 TL 17.00 PV 0.0 Pipe: 6 0.1 3.260 PL 5.00 PF 0.0 6 5.0 0.0 39.3 0.0 0.0 120 FTG ---- PE 2.2 12 10.0 0.0 37.1 0.0 0.000 TL 5.00 PV 0.0 Pipe: 7 0.0 1.610 PL 8.00 PF 0.0 7 10.0 0.0 37.1 0.0 0.0 120 FTG ---- PE 0.0 8 10.0 0.0 37.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 8 0.0 1.610 PL 8.00 PF 0.0 8 10.0 0.0 37.1 0.0 0.0 120 FTG ---- PE 0.0 9 10.0 0.0 37.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 9 0.0 1.610 PL 8.00 PF 0.0 9 10.0 0.0 37.1 0.0 0.0 120 FTG ---- PE 0.0 10 10.0 0.0 37.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 10 0.0 1.610 PL 8.00 PF 0.0 10 10.0 0.0 37.1 0.0 0.0 120 FTG ---- PE 0.0 11 10.0 0.0 37.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 11 0.0 1.610 PL 5.00 PF 0.0 11 10.0 0.0 37.1 0.0 0.0 120 FTG T PE 0.0 12 10.0 0.0 37.1 0.0 0.000 TL 13.00 PV 0.0 Pipe: 12 0.0 3.260 PL 17.00 PF 0.0 12 10.0 0.0 37.1 0.0 0.0 120 FTG ET PE 5.2 13 22.0 0.0 31.9 0.0 0.000 TL 39.00 PV 0.0 Pipe: 13 0.0 4.260 PL 102.00 PF 0.0 13 22.0 0.0 31.9 0.0 0.0 120 FTG ---- PE 0.0 14 22.0 0.0 31.9 0.0 0.000 TL 102.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 0.0 4.260 PL 46.00 PF 0.0 14 22.0 0.0 31.9 0.0 0.0 120 FTG E PE 0.0 15 22.0 0.0 31.9 0.0 0.000 TL 56.00 PV 0.0 Pipe: 15 -27.1 1.610 PL 8.00 PF 0.2 16 5.0 5.6 23.8 27.1 4.3 120 FTG ---- PE 0.0 17 5.0 5.6 24.1 27.2 0.028 TL 8.00 PV 0.1 Pipe: 16 -54.3 1.610 PL 8.00 PF 0.8 17 5.0 5.6 24.1 27.2 8.6 120 FTG ---- PE 0.0 18 5.0 5.6 24.9 27.7 0.103 TL 8.00 PV 0.5 Pipe: 17 -82.0 1.610 PL 8.00 PF 1.8 18 5.0 5.6 24.9 27.7 12.9 120 FTG ---- PE 0.0 19 5.0 5.6 26.6 28.6 0.220 TL 8.00 PV 1.1 Pipe: 18 -110.6 1.610 PL 8.00 PF 3.1 19 5.0 5.6 26.6 28.6 17.4 120 FTG ---- PE 0.0 20 5.0 5.6 29.7 30.2 0.382 TL 8.00 PV 2.0 Pipe: 19 -140.9 2.067 PL 29.00 PF 6.9 20 5.0 5.6 29.7 30.2 13.5 120 FTG T PE 0.0 21 5.0 0.0 36.6 0.0 0.177 TL 39.00 PV 1.2 Pipe: 20 -140.9 3.260 PL 5.00 PF 0.1 21 5.0 0.0 36.6 0.0 5.4 120 FTG ---- PE 2.2 27 10.0 0.0 34.5 0.0 0.019 TL 5.00 PV 0.2 Pipe: 21 -26.0 1.610 PL 8.00 PF 0.2 22 10.0 5.6 22.0 26.0 4.1 120 FTG ---- PE 0.0 23 10.0 5.6 22.2 26.2 0.026 TL 8.00 PV 0.1 Pipe: 22 -52.2 1.610 PL 8.00 PF 0.8 23 10.0 5.6 22.2 26.2 8.2 120 FTG ---- PE 0.0 24 10.0 5.6 23.0 26.6 0.095 TL 8.00 PV 0.5 . Pipe: 23 -78.8 1.610 PL 8.00 PF 1.6 24 10.0 5.6 23.0 26.6 12.4 120 FTG ---- PE 0.0 25 10.0 5.6 24.6 27.5 0.204 TL 8.00 PV 1.0 Pipe: 24 -106.3 1.610 PL 8.00 PF 2.8 25 10.0 5.6 24.6 27.5 16.8 120 FTG ---- PE 0.0 26 10.0 5.6 27.4 29.1 0.355 TL 8.00 PV 1.9 Pipe: 25 -135.4 2.067 PL 33.00 PF 7.1 26 10.0 5.6 27.4 29.1 12.9 120 FTG T PE 0.0 27 10.0 0.0 34.5 0.0 0.165 TL 43.00 PV 1.1 Pipe: 26 -276.3 3.260 PL 17.00 PF 2.6 27 10.0 0.0 34.5 0.0 10.6 120 FTG ET PE 5.2 15 22.0 0.0 31.9 0.0 0.067 TL 39.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4' JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -276.3 4.260 PL 82.00 PF 1.5 15 22.0 0.0 31.9 0.0 6.2 120 FTG ---- PE 0.0 28 22.0 0.0 33.4 0.0 0.018 TL 82.00 PV 0.3 Pipe: 28 -276.3 4.260 PL 124.00 PF 3.0 28 22.0 0.0 33.4 0.0 6.2 120 FTG 2ET PE 0.0 29 22.0 0.0 36.4 0.0 0.018 TL 164.00 PV 0.3 Pipe: 29 -276.3 4.260 PL 19.00 PF 1.5 29 22.0 0.0 36.4 0.0 6.2 120 FTG TCGA PE 8.7 30 2.0 H.S. 46.6 2800.0 0.018 TL 83.00 PV 0.3 Pipe: 30 -3076.3 8.249 PL 1.50 PF 0.1 30 2.0 H.S. 46.6 2800.0 18.5 120 FTG ---- PE 0.6 31 0.5 0.0 47.3 0.0 0.063 TL 1.50 PV 2.3 Pipe: 31 -3076.2 10.400 PL 30.00 PF 2.0 31 0.5 0.0 47.3 0.0 11.6 140 FTG ETG PE 1.5 32 -3.0 SRCE 50.9 (N/A) 0.015 TL 132.41 PV 0.9 NOTES: (1) Calculations were performed by the HASS 5.4.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.170 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 18.5 ft/sec. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: Steel HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEl ChkVl BfyVl GatVl AlmCk DPV1v 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 3.260 7.00 15.00 5.00 16.00 10.00 1.00 13.00 10.00 4.260 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 8.249 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: COSTCO RACKS - ADDITION TO RACK SPRINKLER SYSTEM RA -2 WATER SUPPLY CURVE 180+ 165+ *\\ \\ 150+ \\ \\ \\\ 1 \\ 135+ \\ 1 \\ 1 \\\ \\ P120+ \\ R 1 \\ E 1 \\ S 1 * <-110 0 psi @ 2600 gpm 5105+ Flow Test Point U 1 R 1 E 1 0 90+ , P 1 S 1 I 75+ 60+ X 45+ 1 30+ LEGEND 11 1 X = Required Water Supply 1 50.87 psi @ 3076.2 gpm 15+ 1 0 = Available Water Supply 92.48 psi @ 3076.2 gpm , , 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) * \ ******* ******* * * * * * * * F\\\\\7 E\\\\\] - - - IF I RE PROTECT CosCO FIRE }C I RF:LAND ,. D E6 ACCEPTED Ei WITHOUT COMMENTS. Mirk S NOTED 14 RED 10 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, del -tions or revisions to these drawings aft :y t pis date will void this acceptan.:e an _rill require a resubmittai of revise, ar.+wings. Final acceptance is subject to field - inspection by a representative of this department _A DATE: c, BY: CITY5OF T40 WILA 75 4, INCLUDING WSRB RED MARKS ON w E3Y COMPUTER DEE I Cid PROTECTION D I'V WAaH I NGTON 98033 *********************************************************************** * CONTRACTOR RAUCH CONSTRU' -* * NAME COSTCO WRIT -SALE WAREHOUSE * * LOCATION 1160 ANDOVER PARK EAST TUKWILA, WASHINGTON * * SYSTEM NO. - * * CONTRACT NO. SW - 918 * *********************************************************************** C C 0 F" 1. EE IF" 11:;:: 0 0:: IC:: 1- I N ******************************************************************************** K ff-c r4 fft. 4.4 144 lr C3 t hi 90�0 Z.N. �� :2:0et. _ 7.7 «���~� ---- HYDRAULIC DESIGN INFORMATION SHEET ====-=-==--c=--=----========------== NAME COSTCO WHOLESALE WAREHOUSE DATE 8-21-84 LOCATION 1160 ANDOVER PARK EAST TUKWILA, WASHINGTON BUILDING TIRE CHANGE CENTER CONTRACTOR BAUGH CONSTRUCTION CALCULATED BY PAT CARNAHAN CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE OCCUPANCY TIRE STORAGE & REPAIR SYSTEM NO. ^ CONTRACT NO. SW - 918 DRAWING NO^ 1 OF 1 CEILING HEIGHT 19' S !( )NFPA 13 ( )LT. HAZ^ ORD^HAZ^CP^( )1( )2( )3)EX. HAZ^ Y !( )NFPA 231 ( )NFPA 231C FIGURE CUR0E� S !( )OTHER T !(X)SPECIFIC RULING ^6/ENTIRE AREAMADE BY WASH SURVEY & RATINGDATE E !=====================================================================�====== M !AREA OF SPRINKLER OPERATION 2160 SYSTEM TYPE !DENSITY-GAL/MIN/SQ^FT ^6 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 87 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 150 MAKE RELIABLE MODEL G S !HOSE ALLOWANCE CPM -OUTSIDE 750 SIZE 17/32 K -FACTOR 8^2 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 N ! ================================================================================ CALCULATION ! GPM REQUIRED 1607^21 PSI REQUIRED 70^2 AT BASE OF RISER SUMMARY ! C FACTOR USED| OVERHEAD 120 UNDERGROUND 140 ===============================~----=~~~---------------------------------------- W ! WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE & TIME ! RATED CAP 0 ! CAP. 0 T !STATIC PSI 0 ! AT PSI 0 ! ELEV^ 0 E !RESIDUAL PSI 0 ! ELEV 0 ! R !GPM FLOWING 0 ! I WELL {ELEVATION , ! PROOF FLOW GPM 0 S/ ! 1 U P ! P !LOCATION : L ! SOURCE OF INFORMATION :WASHINGTON SURVEY & RATING BUREAU Y! ================================================================================ !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH O !STORAGE METHOD|SOLID PILED % PALLETIZED % RACK % M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON -ENCAPSULATED S ! A ' ( )MULTIPLE ROW ( )OPEN T O R A � E C . . FLUE SPACING IN INCHES: CLEARANCE:STORACE TO CEILING LONGITUDINAL TRANSVERSE FT. ---------------------------------------------------------------------- HORIZONTAL BARRIERS PROVIDED: ****************************************************************************** ����� ���0 -1" ET: C .1 N__13 Y El Of :117. N CONTRACTCONTRA.CT NO. sw 7/4 ...: CALCULATIONS 114 V 3 0 w 1 0 1 Spatem No _lam. �p�R Sheat 1 I. 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RIi�!liAC i !, �!! • „ © p .. 14.x1te ,l A *4114 COSCO FIRE PROTECTION DMV. 4 3* JOB- COSTCO WHOLESALE WAREHOUSE JOB NO SW - 918 DATE 8-21-84 PAGE 1 **********************************[RANCH LINES********************************** SPRKLR. QA "C" EQUIV. PIPE PT PT IDENT. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** QT LOSS/FT LENGTHS TOT. PF PN 1-1 52.20 1.380 9.00 40.92 C=120 0.00 0.00 52.20 0.2018 9,-00 1.82 1-2 QA=.600 X 87.00SQFT K= 8.160 V = 11.19 53.35 1.610 C=120 105.55 0.3505 9.00 0.00 9.00 42.74 0.00 3.16 55.28 2.067 OE 5.0 3.00 45.90 1-3 C=120 1T10.0 10.00 0.00 160.83 0.2263 13.00 2.94 1-4 160.83 K= 8.160 P= 42.74 VELOCITY = 16.63 K= 8.160 P= 45.90 VELOCITY = 15.37 48.84 K121= 23.01 52.20 1.610 9.00 40.92 1-7 C=120 0.00 0.00 52.20 0.0953 9.00 0.86 1-6 52.74 1.610 C=120 104.94 0.3468 9.00 0.00 9.00 QA=.600 X 87.00SQFT K= 8.160 V = 8.22 41.78 0.00 3.12 1.= 8.160 P= 41.78 VELOCITY = 16.53 1-5 54.68 2.067 OE 5.0 C=120 1T10.0 159.62 0.2231 159.62 1-4 6.00 10.00 16.00 44.90 0.00 3.57 K= 8.160 P= 44.90 VELOCITY = 15.26 48.47 1:122= 22.93 321.05 2.469 OE 6.0 2.21 48.84 1-4 C=120 1T12.0 12.00 0.00 321.05 0.3421 14.21 4.86 321.05 1 Q=K*SQR(P).P= 48.84 K= 45.940 V = 21.51 53.70 11123= 43.81 52.20 1.380 6.75 40.92 2-1 C=120 0.00 0.00 52.20 0.2018 6.75 1.36 2-2 53.06 1.610 C=120 105.26 0.3488 9.00 0.00 9.00 42.28 0.00 3.14 QA=.600 X 87.00SQFT K= 8.160 V = 11.19 K= 8.160 P= 42.28 VELOCITY = 16.58 54.99 2.067 OE 5.0 7.50 45.42 2-3 C=120 1T10.0 10.00 0.00 160.25 0.2248 17.50 3.93 1:= 8.160 P= 45.42 VELOCITY = 15.32 '. *e COSCO FIRE PROTECTION DIV - wr*e JOB- COSTCO WHOLESALE WAREHOUSE 308 NO SW - 918 DATE 8-21-84 PAGE 2 **********************************BRANCH LINES********************************** HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FIGS. PE PV ***** NOTES ***** POINT QT LOSS/FT LENGTHS TOT. PF PN 160.25 2-4 _ 49.35 K124= 22.81 52.20 1.380 8.17 40.92 2-8 C=120 0.00 0.00 52.20 0.2018 8.17 1.65 2-7 53.24 1.610 C=120 105.44 0.3499 2-6 55.00 2.067 C=120 160.44 0.2253 8.17 0.00 8.17 GA=.600 X 87.00SQFT K= 8.160 V = 11.19 42.57 0.00 2.86 K= 8.160 P= 42.57 VELOCITY = 16.61 8.17 0.00 8.17 45.43 0.00 1.84 K= 8.160 P= 45.43 VELOCITY = 15.33 56.10 2.469 OE 6.0 1.50 47.27 2-5 C=120 1T12.0 12.00 0.00 216.54 0.1651 13.50 2.23 2-4 216.54 K= 8.160 P= 47.27 VELOCITY = 14.50 49.50 x:125= 30.78 377.04 3.068 OE 7.0 1.13 49.50 2-4 C=120 1T15.0 15.00 0.00 377.04 0.1599 16.13 2.58 377.04 2 Q:=K*SQR(P):P= 49.5 K= 53.590 V = 16.36 52.08 K126= 52.25 52.20 1.380 9.00 40.92 3-1 C=120 0.00 0.00 52.20 0.2018 9.00 1.82 3-2 53.35 1.610 C=120 105.55 0.3505 QA=.600 X 87.00SQFT K= 8.160 V = 11.19 9.00 0.00 9.00 42.74 0.00 3.16 K= 8.160 P= 42.74 VELOCITY = 16.63 55.28 2.067 OE 5.0 3.00 45.90 3-3 C=120 1T10.0 10.00 0.00 160.83 0.2263 13.00 2.94 3-4 160.83 K= 8.160 P= 45.90 VELOCITY = 15.37 48.84 K127= 23.01 52.20 1.610 9.00 40.92 3-7 C=120 0.00 0.00 52.20 0.0953 9.00 0.86 QA=.600 X 87.00SOFT K= 8.160 V = 8.22 411.411.9 COSCO FIRE PROTECTION DIV. 41e -m -le -m-9.4* J08- COSTCO WHOLESALE WAREHOUSE JOB NO SW - 918 DATE 8-21-84 PAGE 3 **********************************BRANCH LINES********************************** _ HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/FT LENGTHS TOT. PF PN 3-6 ___ 52.74 1.610 C=120 104.94 0.3468 =__= 9.00 41.78 0.00 0.00 9.00 3.12 K= 8.160 P= 41.78 VELOCITY = 16.53 54.68 2.067 OE 5.0 6.00 44.90 3-5 C=120 1T10.0 10.00 0.00 159.62 0.2231 16.00 3.57 159.62 3-4 K= 8.160 P= 44.90 VELOCITY = 15.26 48.47 K128= 22.93 321.05 2.469 OE 6.0 2.21 48.84 3-4 C=120 1T12.0 12.00 0.00 321.05 0.3421 14.21 4.86 3 321.05 Q=K*SQR (P) : P= 48.84 K= 45.940 V = 21.51 53.70 1:129= 43.81 44.10 1.049 7.00 28.92 4-1 C=120 0.00 0.00 44.10 0.5619 7.00 3.93 QA=.600 X 73.50SQFT K= 8.200 V = 16-36 47.00 1.380 7.00 32.85 4-2 C=120 0.00 0.00 91.10 0.5656 7.00 3.96 4-3 K= 8.200 P= 32.85 VELOCITY = 19.53 49.75 2.067 C=120 140.85 0.1770 7.00 0.00 7.00 36.81 0.00 1.24 K= 8.200 P= 36.81 VELOCITY = 13.46 50.58 2.067 OE 5.0 2.00 38.05 4-4 C=120 1T10.0 10.00 0.00 191.43 0.3123 12.00 3.75 191.43 4-5 K= 8.200 P= 38.05 VELOCITY = 18.30 41.80 1(130= 29.61 44.10 1.049 7.00 28.92 4-9 C=120 0.00 0.00 44.10 0.5619 7.00 3.93 47.00 1.380 7.00 32.85 4-8 C=120 0.00 0.00 91.10 0.5656 7.00 3.96 4-7 49.75 2.067 C=120 140.85 0.1770 7.00 0.00 7.00 36.81 0.00 1.24 QA=.600 X 73.50SQFT 1(= 8.200 V = 16.36 K= 8.200 P= 32.85 VELOCITY = 19.53 K= 8.200 P= 36.81 VELOCITY = 13.46 46%**10COSCO FIRE PROTECTION D I',J - oe 308- COSTCO WHOLESALE WAREHOUSE 308 NO 5W - 918 DATE 8-21-84 PAGE 4 **********************************BRANCH LINES********************************** HYDRLC. REF. POINT QA DIA. EQUIV. FLOW "C" FITTING QT LOSS/FT LENGTHS PIPE FTGS. TOT. PT PE PF PT PV ***** NOTES ***** PN 50.58 2.067 OE 5.0 4-6 C=120 1T10.0 191.43 0.3123 5.00 10.00 15.00 191.43 4-5 385.00 3.068 OE 7.0 4-5 C=120 1T15.0 385.00 0.1662 385.00 4 3.71 15.00 18.71 38.05 0.00 4.69 = K= 8.200 P= 38.05 VELOCITY = 18.30 42.74 K131= 29.28 42.74 0.00 3.11 45.85 Q=K*SQR(P):P= 42.74 1C= 58.890 V = 16.7 K132= 56.86 COSCO FIRE PROTECTION QI V . 4e 4* 308- COSTCO WHOLESALE WAREHOUSE SOS NO SW - 918 DATE 8-21-84 PAGE 5 ****************************CROSS, FEED MAIN & RISER**************************** SPRKLR• QA "C" EQUIV. IDENT• FLOW DIA. FITTING QT LOSS/FT LENGTHS = = 1 _ 321.04 4.260 C=120 321.04 0.0240 PIPE FTGS. TOT. PT PE PF _ PT FV ***** NOTES ***** PN 383.71 4.260 2 C=120 704.75 0.1028 0.00 4.260 3 C=120 704.75 0.1028 326.96 6.249 3A C=120 1031.71 0.0322 9.67 0.00 9.67 53.70 0.00 0.23 =ea Q=1:*SQR(P): P= 53.7 K= 43.810 V = 7.22 9.67 0.00 9.67 53.93 0.00 0.99 6.94FT 0.67 6.94 7.61 9.42 0.00 9.42 54.92 0.00 0.78 K= 52.250 P= 53.93 VELOCITY = 15.86 QA= 0.0 PT= 54.92 VELOCITY = 15.86 425.50 6.249 4 C=120 1457.21 0.0610 47.00FT TR ADD 8R 0.00 1457.21 150.00 1607.21 8.249 C=120 0.0157 41.25 47.00 88.25 36.00FT 8.249 C=120 0.0189 1607.21 55.70 0.00 0.30 1:= 43.810 P= 55.70 VELOCITY = 10.79 56.00 0.00 5.39 14.50 36.00 50.50 61.39 8.01 0.80 0.00 0.00 0.00 K= 56.860 P= 56.00 VELOCITY = 15.24 QA= 0.0 PT= 61.39 VELOCITY = 8.74 PE=.4331X 18.49' 70.20 0.00 0.00 QA= 150.0 PT= 70.20 VELOCITY = 9.64 70.20 1:133=191.82 4*;96-3114* COSCO FIRE PROTECTION DIV- 30B- COSTCO WHOLESALE WAREHOUSE JOB NO SW - 918 DATE 8-21-84 PAGE 6 *******************************UNDERGROUND PIPING******************************* SPRKLR. IDENT. QA "C" EQUIV. FLOW DIA. FITTING QT LOSS/FT LENGTHS BR 1607.21 7.980 C=140 1607.21 0.0167 65.00FT ADD 750.00 7.980 C=140 2357.21 0.0339 PIPE PT FTGS. PE TOT. PF _ 25.00 65.00 90.00 0.00 9.970 10" C=140 2357.21 0.0114 0.00 0.00 0.00 PT PV PN 70.20 0.00 1.50 71.70 0.00 0.00 975.00 171.00 171.00FT 1146.00 71.70 0.00 13.16 DC 0.00 9.970 C=140 2357.21 0.0114 0.00 173.90 173.90FT 173.90 84.86 0.00 2.00 0.00 9.970 10" C=140 2357.21 0.0114 CC 340.00 102.00 102.00FT 442.00 86.86 0.00 5.08 ***** NOTES ***** QA= 1607.2 PT= 70.20 VELOCITY = 10.31 QA= 750.0 PT= 71.70 VELOCITY = 15.11 OA= 0.0 PT= 71.70 VELOCITY = 9.68 QA= 0.0 PT= 84.86 VELOCITY = 9.68 QA= 0.0 PT= 86.86 VELOCITY = 9.68 2357.21 91.94 K134=245.84 December 1, 1994 Tukwila Fire Dept. 444 Andover Park E. Tukwila, WA 98188 Attn: Lt. Kohler FILE Re: ADT Fire Alarm Control Upgrade Costco Wholesalers 1160 Saxon Dr. Tukwila Dear Mr. Kohler: Security Systems 1916 Boren Avenue Seattle WA 98101-1406 Tele hone 206 624 3103 Fax 206 654 2189 Pursuant to our telephone conversation regarding the above location, I have enclosed the requested techical information sheet on the new ADT Focus 200 control. It is important to note that this 1 control will replace 2 existing ADT Focus 48 type control sets. As well, we will schedule the necessary functional test with your office upon completion. Thank you for your assistance. Sirely, 7 ve Dinius Inst.Supr. (206) 389-6933 cc: File R.May ACCEPTED /3 WITHOUT COMMENTS. o AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after thIs date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance Is subject to field- , inspection by a representative of this department DATE:(��(I__ S� BY: CITY OF TUKWILA 575-4407 TUKWILA FIRE JEPA 7 iaii. T Please call: 575.44u/ and give s job No.9 -P i and , . - address for shut. dawn -or-- restoration approvals 10-08-1998 1:36PM FROM ADT RENTON 206 654 2179 P. 3 3•J Al, l0 Ci f_. BeiegeEl. oN W>,3��o0. 6cm�; W0 : , oc_ O c E 12 B > •N N N 3 .5 c ni N ._ (p 0 cs I< .2> ., ........, as= 'o e tcocvivi�'a ijH1il 0 d)c 1- Q Ko iL LLE . N. LLJ • CC N 4i ao U c C Mo as om. o c N > •0a` o w 41. T c 1 t Q -Aec - Q Yi d' A 4 H •�� N J or LS COo r2:1111 co U 1 = � =h o' .t ----1-a Ura s 0 .2i o C-sR , - n u 'a jLI Fri ka K -1 W 0 WW d Z 0 c) 0 c) ADT • 0-9 * R4IO O J cS t.al3Rv Gwr►to I P1AA1 C .vto- 14,0 s,+Xoom ACCEPTED gcrol--- Without Comments As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7//43/e/ By: Ak.144,.% s ,K- C,oaTAc.TS qifik � z6AD1 TUKWILA FIRE DEPARTMEN1 Please call: 575.4407 and give this job No. 77(—f / 51 and exact address for shut- down or restoration approval. PIL, -...N o r, .k/' lagmmEli ) MI Mk 2. 2U01 . 1yco Fire & Security ADT FL,E LIST OF MATERIALS SUPPLIED TO: COSTCO WHOLESALE FOOD STORE 1160 SAXON DR. TUKWILA, WA 98188 FIRE DISTRICT. TUKWILA FOR MONITORING PERMIT ADT Security Services Inc. 841 Powell Avenue SW Suite 101 Renton, WA 98055 Tele: 206 624 3 103 Fax: 206 654 2 189 fUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. BY: ADT SECURITY SYSTEMS CONTACT: BOB MAY TELEPHONE NO.206-389-8066 REGISTRATION NUMBER: ADTSES*115E DATE: 5/28/93 QUANITY MODEL 2 CUSTOMER SUPPLIED NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Tcsting of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. 5 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire n ttyy0�� reau for conformance with current city Des aards.. cceptance is subject to errors and ations of adopted standards and ordinances. The responsibility for the COlgAgtpicy ofCcIgAgaggRotally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date: '8/2 00 By: �iCS/'�� I A B C D GENERAL NOTES 1. INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760 SECTION C, AND SHALL ALSO COMPLY WITH NFPA 72, ALL LOCAL ELECTRICAL CODES, LOCAL JURISDICTION REQUIREMENTS, AND CONTRACT SPECIFICATIONS. WHEN THERE IS A CONFLICT THE MOST STRINGENT SHALL APPLY. 2. AC POWER SHALL NOT OCCUPY THE SAME RACEWAY AS FIRE ALARM CIRCUITS. 3. FIRE ALARM CIRCUITS (EXCEPT FOR SLC'S) SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE PROPER SUPERVISION. 4. POLARITY OF ALL FIRE ALARM WIRING SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM. 5. WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED. 6. WIRING SHALL BE SECURED TO BUILDING STRUCTURE. 7. THE FIRE ALARM PANEL GROUND WIRE SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE. 8. ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS AND GROUNDS PRIOR TO CONNECTION. 9. ALL JUNCTION BOXES SHALL BE RED INSIDE AND OUT. 10.FIRE ALARM PANEL AND NAC PANELS SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER. OTHER EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT. THIS BREAKER SHALL BE CLEARLY MARKED "FIRE ALARM", EMPLOY A LOCKOUT, AND BE NOTED ON AS-BUILTS. 11.RECORD ALL CHANGES TO WIRING CONNECTIONS, DEVICE PLACEMENT, WIRE ROUTING OR CONDUIT RUNS ON AS- BUILTS. RETURN AS-BUILTS TO SECURITY PLUS. 12.DEVICE BACK BOXES LOCATED IN THE DROP CEILING SHALL HAVE AN INDEPENDENT SUPPORT ATTACHED TO BUILDING STRUCTURE. SEQUENCE OF EVENTS ALARM FROM MANUAL PULL STATION: ACTIVATION OF MANUAL PULL STATION SHALL: 1. ACTIVATE THE HORN/STROBE AT THE CUSTOMER ENTRY. 2. TRANSMIT FIRE ALARM EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 3. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL AND ANNUNCIATOR. ALARM FROM DUCT SMOKE DETECTOR: ACTIVATION OF DUCT SMOKE DETECTOR SHALL: 1. ACTIVATE THE HORN/STROBE AT THE CUSTOMER ENTRY. 2. TRANSMIT FIRE ALARM EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 3. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL AND ANNUNCIATOR. 4. SHUTDOWN THE ASSOCIATED AIR MOVING SYSTEM. ALARM FROM SPOT TYPE SMOKE DETECTOR: ACTIVATION OF SPOT TYPE SMOKE DETECTOR SHALL: 1. ACTIVATE THE HORN/STROBE AT THE CUSTOMER ENTRANCE. 2. TRANSMIT FIRE ALARM EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 3. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL AND ANNUNCIATOR. ALARM FROM SPRINKLER WATERFLOW DEVICE: ACTIVATION OF SPRINKLER WATERFLOW DEVICE SHALL: 1. ACTIVATE THE HORN/STROBE AT THE CUSTOMER ENTRANCE. 2. TRANSMIT FIRE ALARM EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 3. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL AND ANNUNCIATOR. 4. ACTIVATE THE EXTERNAL WATER GONG ASSOCIATED WITH THAT RISER LOCATION. SUPERVISORY FROM SPRINKLER TAMPER OR AIR PRESSURE SWITCH: ACTIVATION OF SPRINKLER TAMPER OR AIR PRESSURE SWITCH SHALL: 1. TRANSMIT SUPERVISORY EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 2. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL AND ANNUNCIATOR. ACTIVATION OF THE SILENCE BUTTON SHALL: 1. SILENCE ALL NAC'S IN ALARM WITH THE EXCEPTION OF WATERFLOW ALARMS. WATERFLOW ALARMS SHALL REMAIN ACTIVE UNTIL THE WATERFLOW SWITCH RETURNS TO NORMAL. SYSTEM TROUBLE:GROUNDING, OPEN CIRCUIT OF SUPERVISED CIRCUITS, OR POWER SUPPLY FAILURE SHALL: 1. TRANSMIT FIRE TROUBLE EVENT AND POINT NUMBER TO THE CENTRAL STATION BY THE DACT. 2. DISPLAY EVENT AND POINT NUMBER AT THE FIRE ALARM CONTROL PANEL. E F H I DRAWING INDEX J DWG# DESCRIPTION FA -1 INDEX, NOTES, SEQUENCE, POINT LIST, RISER FA -2 IDC AND NAC FLOOR PLAN ABBREVIATION LEGEND AFF ABOVE FINISHED FLOOR AH AMP HOUR ANN ANNUNCIATOR cd CANDELA EOL END OF LINE FPL FIRE POWER LIMITED HI HIGH dba OUTPUT IDC INITIATING DEVICE CIRCUIT NAC NOTIFICATION ALARM CIRCUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION NTS NOT TO SCALE SLC SIGNALLING LINE CIRCUIT STU SUBSCRIBER TERMINAL UNIT VAC VOLTS AC VDC VOLTS DC WP WEATHERPROOF POINT LIST POINT # DESCRIPTION QTY DESCRIPTION; 001 FOOD SERVICE DUCT SMOKE DETECTOR 002 FACP ROOM SMOKE DETECTOR 003 DELI HOOD SUPPRESSION SYSTEM 004 24VDC AUXILIARY POWER TROUBLE 081 WEST RISER "F" WATERFLOW #1 082 WEST RISER "F" WATERFLOW #2 083 WEST RISER "F" WATERFLOW #3 084 WEST RISER "F" LOW AIR PRESSURE 085 WEST RISER "F" BUTTERFLY TAMPERS 086 WEST RISER "F" WMIV TAMPERS 087 WEST RISER "E" WATERFLOW #1 088 WEST RISER "E" WATERFLOW #2 089 WEST RISER "E" WMIV TAMPERS 090 BAILER RISER WA1ERFLOW #1 091 BAILER RISER WA'I ERFLOW #2 092 BAILER RISER WMIV TAMPERS 093 TIRE SHOP RISER WATERFLOW 094 TIRE SHOP RISER WMIV TAMPER 095 RECEIVING RISER WATERFLOW #1 096 RECEIVING RISER LOW AIR PRESSURE 097 RECEIVING RISER BUTTERFLY TAMPERS 098 RECEIVING RISER WATERFLOW #2 099 RECEIVING RISER WMIV TAMPERS 129 FOOD SEATING MANUAL PULL STATION 130 CUSTOMER ENTRY MANUAL PULL STATION 131 CUSTOMER ENTRY MANUAL PULL STATION 132 NW SALES FLOOR MANUAL PULL STATION 133 WEST SALES FLOOR MANUAL PULL STATION 134 WEST SALES FLOOR MANUAL PULL STATION 135 WEST SALES FLOOR MANUAL PULL STATION 136 WEST SALES FLOOR MANUAL PULL STATION 137 EAST RECEIVING MANUAL PULL STATION 138 EAST RECEIVING MANUAL PULL STATION 139 EAST RECEIVING MANUAL PULL STATION 140 EMPLOYEE BREAK ROOM MANUAL PULL STATION 141 TIRE SHOP MANUAL PULL STATION 142 TIRE SHOP MANUAL PULL STATION 143 TIRE SALES MANUAL PULL STATION 144 EMPLOYEE CORRIDOR MANUAL PULL STATION K RECEIVING RISER N 0 SYMBOL LEGEND ITEM SYM QTY DESCRIPTION; MOUNTING DETAIL 1 1 REMOTE FIRE ANNUNCIATOR 60" AFF TO TOP A 2 5 ALARM INPUT ENCLOSURE AT EACH RISER J 3 35 ALARM INPUT MODULE Al 4 --- ADDRESS NUMBER C 5 1 24VDC DUCT MOUNT SMOKE DETECTOR SUPPLY SIDE OF HVAC UNIT Q2 6 Q 1 1 24VDC PHOTOELECTRIC SMOKE DETECTOR WITHIN 15' OF FACP 7 16 MANUAL PULL STATION 48" AFF TO TOP M 8 1 FIXED HOOD SUPPRESSION ALARM HA 9 10 SPRINKLER WATERFLOW SWITCH PER NFPA 13 M 10 7 SPRINKLER TAMPER SWITCH PER NFPA 13 TS 11 2 SPRINKLER HIGH/LOW AIR SWITCH PER NFPA 13 m 12 I>e<1 1 CEILING MOUNT HORN/STROBE 75cd ON 4-S DEEP BOX ROTISSERIE CHICKEN 16-4 FPL FACP ROOM 0-02) 16-4 FPL FOOD SERVICE 16-4 FPL 0 0 16-4 FPL FACP u z 16-2 FPL 164 FPL FROM CUSTOMER ENTRY ANNUNCIATOR 18-4 FPL FROM SMOKE DETECTOR POWER SUPPLY 16-4 FPL 140 16-4 FPL 3#12THHNTO DEDICATED 120VAC CIRCUIT P"\J 24/4 PAIR CL2 TO TWO LOOP START PHONE LINES RISER DIAGRAM - NTS 164 FPL TIRE SHOP RISER EJ E TS TUKWILA FIRE DEPARTMENT. Please call: 575.4407 and give this job No. and exact address for shut- down or restoration approval. STYLE 3.5SLC ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7//3�b By: N 4.1 000 Q � < o0 W C3� CD z 0 o c',) U cip U REVISION/DATE INITIAL 05/25/00 CONTRACTOR #: WENATAS 101 PL DESIGN BY: DREW ZABROCKI DWG. TITLE: NOTES, POINT LIST, LEGEND, RISER DIAG. SCALE: 1"=20' FA 1 OF 2 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. k'AS 54 _Pe` 6. i�5�C�17� JUL t ? 20110D � Y GENERAL ELECTRICAL NOTES VOLUMETRIC CALCULATIONS DIAMETER LENGTH AREA VOLUME % OF TOTAL CO2 PER NOZZLE 3,00 FT 4,00 FT 7,07 SOFT 28,26 CUFT 46,85% 63.44 LBS VOLUME OF DUCT TO CYCLONE BASE CO2 QTY SF FACTOR SF CO2 QTY DIAMETER LENGTH AREA VOLUME % OF TOTAL CO2 PER NOZZLE 0.50 FT 11.00 FT 0.20 SQFT 2.16 CUFT 3.58% 4.85 LBS VOLUME OF CYCLONE & DRUM 0 0,00 LBS NON TIGHT ENCLOSURE DIAMETER LENGTH AREA VOLUME % OF TOTAL CO2 PER NOZZLE VARIABLE VAR - 18,50 CUFT 30,67% 41,53 LBS VOLUME OF DUCT TO AFTERBURNER LENGTH AREA VOLUME % OF TOTAL CO2 PER NOZZLE VARIABLE VAR - 11.40 CUFT 18.90% 25.59 LBS TOTAL VOLUME 60,32 CUFT 100,00% TOTAL CO2 REQUIRED 135.42 LBS TOTAL FLOODING CO2 CALCULATIONS REMARKS 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONA ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. 3, POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5, REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE, 6. DEVICE POLARITY MUST BE OBSERVED. 7. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 8. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 9. ALL BACKBOXES, MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 10. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 11. ALL WIRING SHALL BE IN CONDUIT. CEILING (OPEN OR ATC) A/V OR VISUAL ONLY DEVICES 80" NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. PULL STATION 48" r 72" CTL PNL FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE BILL OF MATERIALS ITEM NO. QTY PART NUMBER ITEM DESCRIPTION 1 1 417696 2 2 417692 3 1 417881 4 1 P2415 5 3 78101 6 4 13971 7 1 70449 8 2 426247 9 1 423684 10 1 423958 11 2 42424 12 1 46250 13 1 426116 14 1 426116 15 1 426116 16 1 426116 17 1 879638 18 2 73257 19 1 73553 20 1 73554 21 1 73251 22 1 73266 23 1 73091 442R AGENT RELEASE CONTROL SYS 120VAC 12V 7AH BATTERY PACK 4XZM, ZONE RELAY MODULE HORN/STROBE, 15 CANDELA DUAL ACTION ELEC. MAN. PULL DPST HEAT DETECTOR, RATE COMPENSATED, 600DEG CARBON DIOXIDE SUPPRESSION SYSTEM SIGN CV -98 CYLINDER & VALVE CV -98 ACTUATOR METRON PROTRACTOR (INSTALLS IN ACTUATOR) FLEXIBLE DISCHARGE BEND PRESSURE SWITCH DPST REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE BACK FRAME ASSEMBLY (2 CYLINDER) UPRIGHT LEFT FOOT RIGHT FOOT 10 1/2" CARRIAGE BOLT W/ NUT 2 CYLINDER WEIGH RAIL 2 CYLINDER CLAMP MANUFACTURER ANSUL ANSUL ANSUL SYSTEM SENSOR ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL 2.5 ANSUL 0,5 ANSUL 1,5 ANSUL 2,0 ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL 442R AGENT RELEASE PANEL BATTERY CALCULATIONS PA QUANTITY 1DEVICE CURRENT DRAW 1 TOTAL 1 4 7 QUANTITY RP -1002 Basic Panel 4XZM 911 DACT Two Wire Detectors (2mA Mox per zone) Four Wire Detectors End of Line Resistors Bell Strobe Horn Strobe (15cd) TOTAL STANDBY CURRENT (Amperes) 'DEVICE (mA per device) 88.000 mA 8.000 mA 30.000 mA 25.000 mA (mA needed) 88,000 mA 8.000 mA 175.000 mA ALARM CURRENT DRAW 4 7 RP -1002 Basic Panel 4XZM 911 DACT Two Wire Detectors (2mA Max per zone) Four Wire Detectors End of Line Resistors Bell Strobe Horn Strobe (15cd) (mA per device) 88.000 mA 8.000 mA 30,000 mA 5.000 mA 25.000 mA 30.000 mA 53.000 mA 78.000 mA 0.271 A TOTAL (mA needed) 88.000 mA 8.000 mA 20.000 mA 175.000 mA TOTAL ALARM CURRENT (3.0 Amperes Max) BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED BATTERIES PROVIDED 12 AMP/HOUR GELL CELL (RESERVE CAPACITY) 78.000 mA 0.369 A 6.504 Amp/Hr 0.031 Amp/Hr 6:535 Amp/Hr 12.000 Amp/Hr 5.465 Amp/Hr SCOPE OF WORK INSTALL A CO2 SYSTEM PROTECTING A COFFEE ROASTER AND ASSOCIATED DUCTWORK. THE CO2 SYSTEM SHALL BE ACTIVATE BY HEAT DETECTORS INSTALLED IN THE PROTECTED AREAS, THE ROASTER SHALL BE SHUT DOWN BY THE RELEASE OF CO2 VIA A PRESSURE OPERATED SWITCH. SPECIFIC CO2 RACK LOCATION AND PIPE ROUTING MUST BE SPECIFICALLY APPROVED BY THE COSTCO PROJECT REPRESENTATIVE, SEQUENCE OF OPERATION ONE DETECTION ON CIRCUIT 1 IN ALARM OR MANUAL RELEASE STATION ON CIRCUIT 2: -ENERGIZE HORN/STROBE -ENERGIZE CO2 SYSTEM SOLENOID -SIGNAL BUILDING FIRE ALARM. THE RELEASE OF CO2 WILL OPERATE A PRESSURE OPERATED SWITCH WHICH WILL SHUT DOWN ALL ROASTER OPERATIONS VIA THE EMERGENCY STOP CIRCUIT, Ct Lai S 180TH ST T N N TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. and exact address for shut, down or restoration approval. CC :"v, ' TE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bure. u. Date: _7/7 By: LOCATION QF COFFEE ROASTER BUILDING PLAN , NOT TO SCALE REV. # DESCRIPTION DATE COSTCO COFFEE ROASTER 1160 SAXON DRIVE TUKWILA, WA 98188 COFFEE ROASTER CARBON DIOXIDE SYSTEM 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 07/03/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 0 -1810 SHEET; 1 OF 3 DRAWING NO.: 1810-01 JUL 7 2UU0 VOL VOL FACTOR BASE CO2 OTY BASE QTY OF CO2 REQUIRED 60.32 CUFT 0.072 LBS/CUFT 4.34 LBS BASE CO2 QTY SF FACTOR SF CO2 QTY SPECIAL FUELS 4.34 LBS 1,2 5,21 LBS 40% DESIGN CONC. CFM VOL FACTOR VENT ADJ QTY VENTILATION REQUIREMENTS 0 0,00 LBS NON TIGHT ENCLOSURE AREA QTY/SOFT/MIN DISCHARGE TIME LOST CO2 OTY UNCLOSABLE OPENINGS 1.00 SOFT 23.00 LBS 1,00 MIN 23.00 MIN COOLING BIN VENT ADJUSTED CO2 QTY SF CO2 QTY VENT ADJ QTY LOST CO2 QTY ADJ CO2 QTY 5.21 LBS TEMP 0 TEMP ADJ 23.00 MIN ADJ CO2 QTY 28.21 LBS TEMP AOJ QTY TEMPERATURE CORRECTION 500deg F 60.00% 28.21 LBS 45.14 LBS TOTAL OTY REQUIRED 45.14 LBS TOTAL QTY REQUIRED 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONA ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. 3, POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5, REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE, 6. DEVICE POLARITY MUST BE OBSERVED. 7. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 8. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 9. ALL BACKBOXES, MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 10. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 11. ALL WIRING SHALL BE IN CONDUIT. CEILING (OPEN OR ATC) A/V OR VISUAL ONLY DEVICES 80" NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. PULL STATION 48" r 72" CTL PNL FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE BILL OF MATERIALS ITEM NO. QTY PART NUMBER ITEM DESCRIPTION 1 1 417696 2 2 417692 3 1 417881 4 1 P2415 5 3 78101 6 4 13971 7 1 70449 8 2 426247 9 1 423684 10 1 423958 11 2 42424 12 1 46250 13 1 426116 14 1 426116 15 1 426116 16 1 426116 17 1 879638 18 2 73257 19 1 73553 20 1 73554 21 1 73251 22 1 73266 23 1 73091 442R AGENT RELEASE CONTROL SYS 120VAC 12V 7AH BATTERY PACK 4XZM, ZONE RELAY MODULE HORN/STROBE, 15 CANDELA DUAL ACTION ELEC. MAN. PULL DPST HEAT DETECTOR, RATE COMPENSATED, 600DEG CARBON DIOXIDE SUPPRESSION SYSTEM SIGN CV -98 CYLINDER & VALVE CV -98 ACTUATOR METRON PROTRACTOR (INSTALLS IN ACTUATOR) FLEXIBLE DISCHARGE BEND PRESSURE SWITCH DPST REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE REGULAR SEALED NOZZLE W/ FLANGE & STRAINER ORIFICE BACK FRAME ASSEMBLY (2 CYLINDER) UPRIGHT LEFT FOOT RIGHT FOOT 10 1/2" CARRIAGE BOLT W/ NUT 2 CYLINDER WEIGH RAIL 2 CYLINDER CLAMP MANUFACTURER ANSUL ANSUL ANSUL SYSTEM SENSOR ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL 2.5 ANSUL 0,5 ANSUL 1,5 ANSUL 2,0 ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL ANSUL 442R AGENT RELEASE PANEL BATTERY CALCULATIONS PA QUANTITY 1DEVICE CURRENT DRAW 1 TOTAL 1 4 7 QUANTITY RP -1002 Basic Panel 4XZM 911 DACT Two Wire Detectors (2mA Mox per zone) Four Wire Detectors End of Line Resistors Bell Strobe Horn Strobe (15cd) TOTAL STANDBY CURRENT (Amperes) 'DEVICE (mA per device) 88.000 mA 8.000 mA 30.000 mA 25.000 mA (mA needed) 88,000 mA 8.000 mA 175.000 mA ALARM CURRENT DRAW 4 7 RP -1002 Basic Panel 4XZM 911 DACT Two Wire Detectors (2mA Max per zone) Four Wire Detectors End of Line Resistors Bell Strobe Horn Strobe (15cd) (mA per device) 88.000 mA 8.000 mA 30,000 mA 5.000 mA 25.000 mA 30.000 mA 53.000 mA 78.000 mA 0.271 A TOTAL (mA needed) 88.000 mA 8.000 mA 20.000 mA 175.000 mA TOTAL ALARM CURRENT (3.0 Amperes Max) BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED BATTERIES PROVIDED 12 AMP/HOUR GELL CELL (RESERVE CAPACITY) 78.000 mA 0.369 A 6.504 Amp/Hr 0.031 Amp/Hr 6:535 Amp/Hr 12.000 Amp/Hr 5.465 Amp/Hr SCOPE OF WORK INSTALL A CO2 SYSTEM PROTECTING A COFFEE ROASTER AND ASSOCIATED DUCTWORK. THE CO2 SYSTEM SHALL BE ACTIVATE BY HEAT DETECTORS INSTALLED IN THE PROTECTED AREAS, THE ROASTER SHALL BE SHUT DOWN BY THE RELEASE OF CO2 VIA A PRESSURE OPERATED SWITCH. SPECIFIC CO2 RACK LOCATION AND PIPE ROUTING MUST BE SPECIFICALLY APPROVED BY THE COSTCO PROJECT REPRESENTATIVE, SEQUENCE OF OPERATION ONE DETECTION ON CIRCUIT 1 IN ALARM OR MANUAL RELEASE STATION ON CIRCUIT 2: -ENERGIZE HORN/STROBE -ENERGIZE CO2 SYSTEM SOLENOID -SIGNAL BUILDING FIRE ALARM. THE RELEASE OF CO2 WILL OPERATE A PRESSURE OPERATED SWITCH WHICH WILL SHUT DOWN ALL ROASTER OPERATIONS VIA THE EMERGENCY STOP CIRCUIT, Ct Lai S 180TH ST T N N TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. and exact address for shut, down or restoration approval. CC :"v, ' TE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bure. u. Date: _7/7 By: LOCATION QF COFFEE ROASTER BUILDING PLAN , NOT TO SCALE REV. # DESCRIPTION DATE COSTCO COFFEE ROASTER 1160 SAXON DRIVE TUKWILA, WA 98188 COFFEE ROASTER CARBON DIOXIDE SYSTEM 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 07/03/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 0 -1810 SHEET; 1 OF 3 DRAWING NO.: 1810-01 JUL 7 2UU0 TB -1 0 1 2 3 4 5 6 1 +24VU 1 +24VR 1+24VNR 1 1 4.7K, 1 /2 WATT HORN/STROBE TB -2 -VDC +VDC SOLENOID 4.7K, 1/2 WATT 0 THE COMBINED CURRENT FROM THE RESETABLE AND NON RESETABLE OUTPUTS CANNOT EXCEED 2000 mA FROM PANEL: BREAKER: (BY SITE ELECTRICIAN, NOTE: DO NOT USE ROASTER POWER SOURCE, POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) 0 0 2 3 1 0 A- 8- B+ J A+ 0 0 0 0 A- B- NC B+ 0 0 TB -3 0 0 0 B- NO NC C 4 5 6 OUT #1 1 INDICATING APPLIANCE CIRCUIT 8 9 10 11 12 13 14 OUT #2 1 OUT #3 1 INDICATING RELEASE APPLIANCE CIRCUIT CIRCUIT AC CIRCUIT BREAKER DODO F1 F2 I I TB3 OPTIONAL AMMETER CONNECTION ❑ BATTERIES + OPTIONAL VOLTMETER CONNECTION O • • J2 J9 J3 0 NO 0 NC 14 OU T #4 RELEASE6 19 20 21 CIRCUIT ALARM F3 F4 ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN 4.7K, 1/2 WATT B+ 0 4.7K, 1 /2 WATT MANUAL RELEASE MANUAL RELEASE B- B+ 0 0 4.7K, 1 /2 WATT 4.7K, 1 /2 WATT B- B+ 0 0 0 A- 6- B+ A+ 22 23 241 1 TROUBLE GROUND`.. / U ZONE 1 SYSTEM ALARM O NEUTRAL 0 U - HOT ZONE 2 SUPERVISORY MI TB3 OPTIONAL AMMETER CONNECTION ❑ BATTERIES + OPTIONAL VOLTMETER CONNECTION O • • J2 J9 J3 0 NO 0 NC 14 OU T #4 RELEASE6 19 20 21 CIRCUIT ALARM F3 F4 ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN 4.7K, 1/2 WATT B+ 0 4.7K, 1 /2 WATT MANUAL RELEASE MANUAL RELEASE B- B+ 0 0 4.7K, 1 /2 WATT 4.7K, 1 /2 WATT B- B+ 0 0 0 A- 6- B+ A+ 22 23 241 1 TROUBLE 0 0 GROUND FAULT LED BATTERY FAIL LED BATTERIES o 11 o 0 MICRO FAIL LED DIP SWITCHES (MODE 3) J4 J5 J7 J8 2 3 IN #1 MOUNT AUX. RELA BOARD OVER PINS J4 & J5 6 7 IN #2 A- 10 11 12 13 14 15 16 IN #3 B- OPT1 JUMPER CUT TO INSTALL MODULE ON J5 OPT2 JUMPER CUT TO INSTALL MODULE ON J8 ALARM RELAY #1 NO 1 NC 2 0 C 3 0 ALARM RELAY #2 NO 4 0 NC 5 0 C 6 0 J4 ALARM RELAY #3 .15 NO 7 0 NC 8 0 c s 0 ALARM RELAY #4 ALARM NO 100 NC 11 0 C 12 0 NO 13 0 NC 14 0 c 15 ® 4XZM TROUBLE RELAY MODULE NO 16 NC 170 c 18 0 IN #4 1 ANSUL 442R AGENT RELEASE PANEL NOT TO SCALE AC POWER IN NOTE: POWER LIMITED WIRING PER NEC 760: 250 VOLTS DC AND 150 VOLTS AC, CIRCUIT LIMITED TO 100 VOLT AMPERES, POWER LIMITED & NON POWER LIMITED WIRING MUST REMAIN SEPARATED, AT LEASE 1/4" APART, IN THE CABINET. ALL POWER LIMITED AND NON POWER LIMITED WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCKOUTS AND/OR CONDUITS. 442R PANEL POWER LIMITED & NON POWER LIMITED CONDUIT CONNECTION DETAILS NOT TO SCALE POWER LIMITED CIRCUITS NON—POWER LIMITED CIRCUITS SYMBOL LEGEND 442R AGENT RELEASE PANEL I PULL STATION ® HEAT DETECTOR (E00deg) 600 tit � 5cd HORN/STROBE (15 CANDELA) CO2 SOLENOID FROM PANEL: BREAKER: (BY SITE ELECTRICIAN, NOTE: DO NOT USE ROASTER POWER SOURCE. POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) COFFEE ROASTER CO2 SYSTEM INTERLOCK L2 L1 i b FUSED SW 7 CONNECT CO2 SYSTEM PRESSURE OPERATED SWITCH IN SERIES W/ EMERGENCY STOP SWITCH DIEDRICH COFFEE ROASTER CONTROLLER S SYSTEM WIRE LEGEND A INITIATING & NOTIFICATION CKTS: 18AWG THHN SINGLE CONDUCTOR. B POWER TO PANEL: 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS, C GROUND TO PANEL: 12AWG SOLID DEDICATED GROUND IN CONDUIT TO BUILDING GROUND BUS. r 2B & 1C w 0 1— Ul Z 0 CO2 SOLENOID 0000 600 600 600 600 AUTOPULSE 442R AGENT RELEASE PANEL El El ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TD BUILDING FIRE ALARM SYSTEM I3Y SITE ELECTRICIAN HEAT DETECTORS MANUAL RELEASE STATIONS RP -1002 RISER DIAGRAM NOT TO SCALE REV. # DESCRIPTION DATE COSTCO COFFEE ROASTER 1160 SAXON DRIVE TUKWILA, WA 98188 COFFEE ROASTER CARBON DIOXIDE SYSTEM 13300 S,E.30th LEVUE, WA, 98005 (425) 641-212 F.E,. X (425) 562-2 THIS INFORMATION IS THE PROPERTY.OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE.' AND -.I15" CIA TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF, E0013.40IT COMPANY, INC. DRAWN BY: FTG DATE; 07/03/00 PROJECT MGR: RMM APPROVED BY: BVH SCALE: AS NOTED COSTCO TUKWILA SHEET • 2 OF 3 JOB NO.: 00-1810 DRAWING NO.: 1810-02 AC POWER M ZONE 1 SYSTEM ALARM al RELEASE ZONE 2 SUPERVISORY MI n SYSTEM TROUBLE 0 0 WATERFLOW CIRCUIT TROUBLE IMI D ALARM SILENCED M1 MI SUPERVISORY TROUBLE 1 TONE ALARM ALARM SILENCE SILENCE ACTIVATE RESET CD CID CID CID 0 0 GROUND FAULT LED BATTERY FAIL LED BATTERIES o 11 o 0 MICRO FAIL LED DIP SWITCHES (MODE 3) J4 J5 J7 J8 2 3 IN #1 MOUNT AUX. RELA BOARD OVER PINS J4 & J5 6 7 IN #2 A- 10 11 12 13 14 15 16 IN #3 B- OPT1 JUMPER CUT TO INSTALL MODULE ON J5 OPT2 JUMPER CUT TO INSTALL MODULE ON J8 ALARM RELAY #1 NO 1 NC 2 0 C 3 0 ALARM RELAY #2 NO 4 0 NC 5 0 C 6 0 J4 ALARM RELAY #3 .15 NO 7 0 NC 8 0 c s 0 ALARM RELAY #4 ALARM NO 100 NC 11 0 C 12 0 NO 13 0 NC 14 0 c 15 ® 4XZM TROUBLE RELAY MODULE NO 16 NC 170 c 18 0 IN #4 1 ANSUL 442R AGENT RELEASE PANEL NOT TO SCALE AC POWER IN NOTE: POWER LIMITED WIRING PER NEC 760: 250 VOLTS DC AND 150 VOLTS AC, CIRCUIT LIMITED TO 100 VOLT AMPERES, POWER LIMITED & NON POWER LIMITED WIRING MUST REMAIN SEPARATED, AT LEASE 1/4" APART, IN THE CABINET. ALL POWER LIMITED AND NON POWER LIMITED WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCKOUTS AND/OR CONDUITS. 442R PANEL POWER LIMITED & NON POWER LIMITED CONDUIT CONNECTION DETAILS NOT TO SCALE POWER LIMITED CIRCUITS NON—POWER LIMITED CIRCUITS SYMBOL LEGEND 442R AGENT RELEASE PANEL I PULL STATION ® HEAT DETECTOR (E00deg) 600 tit � 5cd HORN/STROBE (15 CANDELA) CO2 SOLENOID FROM PANEL: BREAKER: (BY SITE ELECTRICIAN, NOTE: DO NOT USE ROASTER POWER SOURCE. POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) COFFEE ROASTER CO2 SYSTEM INTERLOCK L2 L1 i b FUSED SW 7 CONNECT CO2 SYSTEM PRESSURE OPERATED SWITCH IN SERIES W/ EMERGENCY STOP SWITCH DIEDRICH COFFEE ROASTER CONTROLLER S SYSTEM WIRE LEGEND A INITIATING & NOTIFICATION CKTS: 18AWG THHN SINGLE CONDUCTOR. B POWER TO PANEL: 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS, C GROUND TO PANEL: 12AWG SOLID DEDICATED GROUND IN CONDUIT TO BUILDING GROUND BUS. r 2B & 1C w 0 1— Ul Z 0 CO2 SOLENOID 0000 600 600 600 600 AUTOPULSE 442R AGENT RELEASE PANEL El El ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TD BUILDING FIRE ALARM SYSTEM I3Y SITE ELECTRICIAN HEAT DETECTORS MANUAL RELEASE STATIONS RP -1002 RISER DIAGRAM NOT TO SCALE REV. # DESCRIPTION DATE COSTCO COFFEE ROASTER 1160 SAXON DRIVE TUKWILA, WA 98188 COFFEE ROASTER CARBON DIOXIDE SYSTEM 13300 S,E.30th LEVUE, WA, 98005 (425) 641-212 F.E,. X (425) 562-2 THIS INFORMATION IS THE PROPERTY.OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE.' AND -.I15" CIA TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF, E0013.40IT COMPANY, INC. DRAWN BY: FTG DATE; 07/03/00 PROJECT MGR: RMM APPROVED BY: BVH SCALE: AS NOTED COSTCO TUKWILA SHEET • 2 OF 3 JOB NO.: 00-1810 DRAWING NO.: 1810-02 X PULL STATION UNDER DUCT AT RAILING TOP OF DUCT INSTALL IN SIDE OF CYCLONE N304 (SIDE OF CYCLONE) 12" — 1'L .' 1\ vc)G-kC,- tN304 4`) CODE 2,0 ti N303 I " CODE 1,5 INTO DUCT BETWEEN CYCLONE AND AFTERBURNER CARBON DIOXIDE PIPING NOTES ALL PIPING PER NFPA 12 PARAGRAPH 1-10. ALL PIPE SHALL BE SEAMLESS, A-106 OR A-53 TYPE E.R.W. - BLACK. PIPE 3/4" AND SMALLER SHALL BE SCHED 40. ALL UNSPECIFIED LENGTHS ARE CLOSE NIPPLES. ALL NIPPLES ARE SCHEDULE BO. NO BUSHING REDUCERS ARE ALLOWED. 1, 12" N302 i CODE 0.5 INTO DUCT BETWEEN ROASTER DRUM AND CYCLONE — TOP OF DUCT N302 (TOP OF DUCT) EXACT LOCATION OF TANKS & PANEL TO BE DETERMINED AT SITE WALK THROUGH AND APPROVED BY COSTCO REPRESENTATIVE PRIOR TO INSTALLATION COFFEE ROASTER PLAN VIEW SCALE: 1" = 1'0" ALL PIPING IS 1/2" E. NODE FOR CO2 CALCULATIONS APPROX 6' " 041111 PILOT TANK PIPING ISOMETRIC 2'6" PRESSURE OPERATED SWITCH SEE DETAIL REV. # DESCRIPTION DATE 15cd PANEL TANK RACK TANKS r II INST LL NOZZLE IN THE SIDE OF 'HE ROASTING DRUM (N301 SEE SECTION A -A, INSTALL DETECTOR IN THE SIDE OF THE ROASTING DRUM SES SECTION A -A, 1 L — -- -- UNION TO ALLOW COFFEE ROASTER MAINTENANCE (TYPICAL OF 5) 2'6" X‘' i` .4C CODE N301 c0pS CODE 2.5 0 _J COSTCO COFFEE ROASTER 1160 SAXON DRIVE TUKWILA, WA 98188 1/4" FLANGED MALE ADAPTER; BY FIRE CHIEF 1/4" S.S. FLEX HOSE. BY FIRE CHIEF INSTALL HEAT DETECTOR 2" BELOW ELLIPSE I TALL NOZZLE N301 HE"E 2" 6" SECTION A—A COFFEE ROASTER EAST END VIEW SCALE; 1" = 110" SUPPLY PIPING CONN X" x 1/4" REDUCER PRESSURE OPERATED SWITCH INSTALLATION DETAIL ELECTRICAL CONTACTS E2-111♦I<=■ SHELL OF ROASTER OR 11 SKIN OF DUCT 11 1t THE PROBE MUST BE COMPLETELY IN THE JPROTECTED AREA, HEAT DETECTOR INSTALLATION DETAIL wC/OFCEE ROASTER CARBON DIOXIDE SYSTEM BOLTING DIRECTIONS A BACK FRAME TO UPRIGHT- (1)2 1/2"x1/2" CARRIAGE BOLT, FLATWASHER, LOCKWASHER AND NUT. (9/16" CLEARANCE HOLE) B WEIGH RAIL TO WEIGH RAIL SUPPORT- (1) 1 1/2"x7/16" BOLT, FLATWASHER, LOCKWASHER AND NUT, (9/16" CLEARANCE HOLE) C WEIGH RAIL SUPPORT TO UPRIGHT- (2) 1 1/2"x7/16" BOLTS, FLATWASHERS, LOCKWASHERS AND NUTS. (9/16" CLEARANCE HOLE) D BRACKET FOOT TO UPRIGHT- (2) 1 1/2"x1/2" BOLTS, FLATWASHERS, LOCKWASHERS AND NUTS. (9/16" CLEARANCE HOLE) E CYLINDER CLAMP TO BACKFRAME- 10 1/2 IN. LONG FOR 75LB. CYLINDERS (73251) ///////,,,E0,1IRE CHIEF III Elir tT 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 * SOME DRILLING MAY BE REOUIRED * DRAWN BY: FTG DATE; 07/03/00 COSTCO TUKWILA PROJECT MGR: RMM THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. APPROVED BY; BVH SCALE: AS NOTED SHEET; 3 OF 3 JOB Na: 0-1810 DRAWING NO.: 1810-03 0.5 4 /1{71 41•r t 1AR9 171 ,'l 41 54 .9 y /� 1 1 1 j R +P 1 w 41' v r •4114+ 4;1 44 r 1 M1 { 1 k 1, 1t } rV Y N } w^ 1 I i + M 4 1 • r 4 4 h '4 V 11 41 4 + I 1r i 4 Y A F 1{ '"41 4 {/ V' �,k 15'7 ^ ry w 4 } 075 0554,0 a 4 s if` I ,{ i rt '4 , 4 4, � Y v 4 r 1 , 1 } F ' .1 111 Nr"°1, 741 } 1 e �'4 51 4 r. } ' I 474!41^77 '74n0Y t, rq"544 swr<r dr t 4 r 7, 'l: e alt , 1 14 1 1 R 'r4a r�1 Pi+^ "y� a rr Irrpr41 Y. rir i 4 e 4 { h r `111 •f 11 Pr f 40.'4 411 }rt r .. pi t, l 1( 0 r 1 0,1,:41,4, , P k w/, r 4 w. M 1 '0" r. I d+ ,5- /p, 114 Vk rro p. 4K Yr ri r r� Y,r r 4..1 441 s r e ti, y1t w '7 4'"" + 1 7 r, V P r s i+ t q 1 140 °'' f r b I' 1 1 x" {r N 4 4 ,I i '1 K 1r A 1: •ti .! ! 1 } 1 s l, f 1+ r s r P r d° ii r i, 44 1 1. x Yrl •, 4. Irl ^ 5' I I Yi� LS ' 1 41 W 1' i r t7 fit `lir 1 r t i X A. � �' ext d iN 1 N. �1 r r V 1 .1 i * 4.'' 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', 1 4 a x55191. 1 A 0' r" 4 u1 V4 r+ Gs' r V , �i� .air rk+l fA,.'7 +,r'�"s'4^f�'�'R'"t*'AYv"n•1 11►ff,��Aw;, r r "* 4t'. t r + x k. +a— ✓ r +, `�� r4 �a 4� I�Jt"fifty^ o,f iyirr+ I t R k 'k 6,144 :4' 414 It �+� r rrir s •th drµ^ +�f '+ L +x e t 114 '4 rs 44 4411 on"' ka +�{j ' +r �I+A' r �• py av Arlt "d6, 7 �4i r ry4p2 I M1 #ht' 4 h 4:49„; +Ii 1 +i r9y I y rt 5,54,5 4I �4 .n.1`ry`nx r•f�•+ 1�I4hw. +A 11Mt{hfrti 4y ' ¢r] 4r M 0 .414 h } e 9 ry. d,, 3 , '%f x 44 S y r h r at 94 77,.., ru r.+. • !4 • PLOTTED BY N N 10 ern 044 PLAN TEP .66064 • .1444. —I 5.0 7 —J a. 4' 6.40. 41040.446.4. 444 2 ) LOADING DUO'. 444 44404 444 r 1,4109 4,. 4 4 .441 dw 1 444 w '4 4,4 4 a Y ,t sl .040 1 I r 1 COMPA 1 *--- - e6,. TOR 6,f .4464440 1 75 6ALGR 4404 RL L MMX M103 RACKING (T 'P) 1 PETURN 1 L ._ _ _ .1 r 1 1 ,____J L C' D ' M104 I A IA M107 LaJ I6, L rt --. _ 555._ ..L. f CSR A trr- L T" r V—\vI r- — -- 1— - - LC:\) C)\--) - L(;‘)- 1 r �- cI -1 b L TINT r: " 4.4441441. 1,4 CASE UP,/SHIPP'NG r -r r TINT 105(%-�—S I o -o M108 ;, Ir - t _1' -.2, r,-,11 1_2_ L-1 a t_ _IL 7I TINT 1 Av t 1 EO �S-.. - rI V\) 51— LST_+' 1Lr L�� L_. 1 ._.. _, I E EDGERS EGGER� 11 4 -CD t ®a c -D (,/\,) n. r-- L TO HVAC StiUTD r - rt 444 444 -- i 040 1 t.,,° t -- 14W 1A-. 1 L Imo, r-- — --I --L' 7 6 /0 r- -?-, IL _ .„---„, L --) — [-...41 'h" L., __ j Lu" P r -r r 7 11 [—. r" 7 r 7 ----.:1 (-/-1 r E: TZ.L--1 1 1 (7,;\-) 1 1 'e-- (3 1 1 1 PRODUC.,110 ' LAB ,I SURF 1 10 FACE Cvc) Pt AN Tr 044 444 74.4 944.544t } 4 4 L_.JL_ 'IN T Fr -1 r 2177**77 19.1 L R 00P RECEIVING SHIPIVNG OFFICE SPAcE.1 1 FRIA: rt...EERI 1---L: _17 ET _.-TTiLV,TRZ--__ _-- -1; i . '-' ,.. 1-1 ' 444 444 R ECEI VI N G r9-94 4•49.49440 MANArAR SUPPLY SCR VICE A ASIORAGE A C�D 1 1 1 1 1 1 1 44144... 444 COP r' AREA 4 STORArrE 4104 — a a -7— —T— a 41 H 4- 104 4440.44.4444.4 169,41111,41•96.40•41014•1140141,41,40.41,944144194 TO VAC S DO IA Mr 4,44.4 r016.4•490440414r0•4 41444.474644,440140114191•101r, arr., 764441#04•Prarrar 9°444 44.44 .41 CL 4.44 LED LE 1 C�D 11 - -1- 7.2..„2-r-Liu,711--1_,I Ir. -...1 SURF ' C\,) 111 7 0 JA LADDER 112 I meir, 5.40/D BLAST MANIA ER'S OFFIC MACH WASH Sr R VICE - 1 4C,D • FITT— LOC1, EP AREA 4A TO MAIN TELCO C,D moscomot ARD 14 If if 11 VENDING MACHINES NI,,C EmDLOYE BREAK ROOM 1114 I L 44444. 44444 4 44. 4444 COMPUTER ROOM 4.4.14 Mill RAMP er mi 1 71 59, 6,49 11 +644 '1/1774 r 7449 444 • 4 fr tv to FNTRANCE 1 4.64/49.4 COVERED PATIO OUTD0091 PATIO_ 4/419. PLAN TER 444 444 t 1/41J 6H R 15 9 AN 1979 999, ;19 r 414 4/6640.70447 04-4 497 • • ci 94 4 4 if 04. • PLANTER t 4.10 Copyrigile'© 1996 by Guardian ri 414. • MI 04 hre 7,4 • 6 14 (F 5 04 449 ref 44.64,99.6 PO/ G) TUKWILA FIRE DEPARTMENT, Please call 575 4407 and give this job • and exact address for shut= ; down or restoration approval. FILE ACCEPTED As Noted In Red a Per The Attached Letter These plans have been reviewed by The Tukwila Fire omispions wh•ch do not authorize violations of adopted , (t Prey ntion Bureau for conformance with cUrrent city stan ards Acceptance is subject to errors and ' standards and ordinances The responsibility for the Oditions, deletions or revi3ions to these drawings after ' this date will void this acceptance and will require ii , , ' resubmittal of revised drawings for subsequent apProval Final acceptance is subject to field The Tukwila Fire Prevention Burea Date .2112-0'j 415 Mne1154*X ON 24, 417 61, 01 744,44 144, Ira 99, Mkt CIL) 4 se Pt 4 11 .44 4 Ilime boo in e4 CIO CD 1- Ave 59t 416+17 nt, 3p1 like\ .F9 4 1- ‘90:4 414.91 944 t7 th 9794 i„ re 7 44 Lt 411, its t 9 19 Mt 7 9911 9. 14, la 9449 4 41 3 4'434i; 1 ref 19.4 5,51 t re 101 7, E 414 44 Jr 7,1 44 r 41191/41, 4.94749-4 1r7114 l„cc 4,7 91117' 419 4 4.19 999 1 r9 el 77 4144'4 99. n al in 1 4.114f 1;0y ,010 eget t1 oh • rita et 41 444) 991,99 49 sr 94*1 041 7 71 it F 11 17RAINK 8'1'4" CHECKED BY• Mike anninghar• 9.4 .60 DATE012/16/416,4ri A lc. 551,, 4tSe!'c'urity* 'Reseried-, ET As 46 p PP 94 9 of el GENERAL NOTES 1 INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ S NEC AND CONTRACT DRAWINGS 2 WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING 3 ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 4 THE SYSTEM SHALL BE MONITORE1 BY A UL LISTED MONITORING STATION BEFORE AHJ TEST 5 VERIFY ALL LOCATION OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS 6 FIELD VERIFY WATER FLOW. SPRINKLER AND DUCT DETECTOR LOCATIONS 7 FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8 DUCT DEFLECTORS SHALL NOT BE LOCATTED WITHIN 4'-0" OF AIR DIFFUSERS 9 DUST COVERS OR APPROVED COVERING MUST BE LEFT ON ALL SMOKE DETECTORS UNTIL FINAL CONSTRUCTION CLEAN—UP IS COMPLETED 10 FACP SHALL NOT BE ENERGIZED VITHOUT THE PRESENCE OF G S S TECHNICIANS 11 ALL CIRCUITS WILL BE PROPERLY ,TAGGED AND RANG OUT FOR OPENS SHORTS GROUNDS AND PROPER END OF UNE RESISTTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO G S S FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT 12 UNLESS OTHERWISE NOTED, GUARDIAN SECURITY'S SERVICES INCLUDE PROGRAMMING, CENTRAL CONTROL TERMINATION, INSTALLATION SUPERVISION ASSISTANCE. CHECKOUT ASSISTANCE AND AHJ TESTING ASSISTANCE. 13 CONFIRMATION OF FIELD DEVICE MOUNTING, TERMINATION AND QUANTITIES WILL BE COMPLETED PRIOR TO COMMISIONING OF CENTRAL PANEL 14 A SET OF INSTALLATION AS—BUILT t DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G S S FIELD TECHNICIANS I, 15 AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH G S S PROJECT MANAGER PRIOR TO CALLING FOR GUARDIAN, SERVICES. THEY MUST BE SCHEDULED WITH PROJECT MANAGER SCHEDUUNG OF ITEMS 11, 12 AND 13 ABOVE SHALL BE MADE WITH A MINIMUM OF TEN WORKING DAYS 16 NO T-t7APPING OF SIGNALLING CIRCUIT'S ARE ALLOWED T—TAPPING OF INMATING CIRCUITS FOR CERTAIN ADDRESSABLE SYSTEMS IS ALLOWED PROVIDING SPUCE IS PROFESSIONALLY INSTALLED, I E COMPRESSION CRIMP CAPS OR SOLDER CONNECTIONS ONLY, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS SHIELDS SHALL BE TERMINATED AT FACP ONLY 17 MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEIUNG WHICHEVER IS LOWER MOUNT MANUAL PULL STATIONS AT 48" OR LOWER 18 CURRENT t.HORN/SAW BES COME CONDITION UNIT FOR THIGH CHAL N EEE DIP (3) SWITCHTSETTINGOPERATION BACK OF EACH DEVICE TO 24VDC STANDARD MODE FOR PROPER 1 1 NOTE GUARDIAN SECURITY SYSTES UC f GUARDSS233K5 BATTERY CALCULATIONS rk Item Qty Description Standby Total Alarm Total 1 1 Basic AFP -200 Control (AFP -200) 0100000 0 100000 0150000 0 150000 2 1 Radionics Dialer (D2071AC) 0 030000 0 030000 0 166800 , 0 166800 3 4 Addressable Monitor Module (MMX -1) 0 000300 0 001200 0 000430 0 001720 4 6 Addressable Mini Monitor Module (MMX -101) 0 000230 0 001380 0 000230 0 001380 5 2 Addressable Control Module (CMX-2) 0 000300 0 000600 0 000300 0 000600 6 2 Photo Analog Addressable S D (SDX-551) 0 000200 0 000400 0 000200 0 000400 7 1 Low Profile Photo Analog S D (SDX-751) 0 000200 0 000200 0 007150 0 007150 8 2 Duct Housing (DHX-502) 0 000150 0 000300 0 000150 0 000300 9 2 Remote (ED (RA -400Z) 0 000000 0 000000 0 007000 0 014000 10 33 15/75 Strobe/Horn (AS-241575—VER) 0 000000 0 000000 0 109000 3 597000 11 2 Sync Module (DSM -12/24—R) 0 000000 0 000000 0 038000 0 076000 12 1 WP 4" Strobe (LS3M-24—VFR) 0 000000 0 000000 0 115000 0 115000 13 1 10" Bell ' (MBG1024) 0 000000 0 000000 0 030000 0 030000 14 2 Relay (MR201C) 0 000000 0 000000 0 035000 0 070000 0 134080 4 230350 3 217920 = 4 230350 X 083 = 0 351119 CIRCUIT D CIRCUIT C CIRCUIT B CIRCUIT A Standby Current Total Alarm Cifrrent Total 25% Bat ery Depletion 0 134080 X 24 s 3 569039 = 0 892260 Total AH Rated Batteries Needed = 4 461299 TO HVAC SHUTDOWN CAUTION DISCONNECT TAB ON CMX FOR RELAY OPERATION DED 120 VAC 20 AMP 9RCUIT FIRE ALARM CONTROL PANEL BATTERIES EARTH GROUND TRANSMITTER FOR U L —6-8.04- TO MAIN TELCO BOARD TO RJ 38X (BY OTHERS) RISER DIAGRAM EARTH GROUND -0 .04 DED 120 VAC 20 AMP CIRCUIT d i 44, WIRE LEGEND SYMBOL DESCRIPTION k A 2C 14AWG SOUD FIRE RATED INITIATING CIRCUIT FEED 4, C' A' 4C 14AWG SOLID FIRE RATED INITIATING CIRCUIT FEED AND RETURN C 2C 14AWG SOUD FIRE RATED INDICATING CIRCUIT FEED ,i C' 4C 14AWG SOUD FIRE RATED INDICATING CIRCUIT FEED AND RETURN D 2C 16AWG TW SH MID CAP DATA CIRCUIT FEED P 2C 14AWG SOUD FIRE RATED POWER CIRCUIT FEED I i4 I 14 SYMBOL LEGEND SYMBOL QTY PART # DESCRIPTION BACKBOX MOUNTING HEIGHT 0 945 1 AFP -200 FIRE ALARM CONTROL SURFACE 5'--0" C I FACP 1 303 1 D2071AC RADIONICS DIALER — 21 60 r TX , 2 CMX-2 I ' ADDRESSABLE CONTROL MODULE 4 0 D u ADDRESSABLE MONITOR MODULE SMOKE DETECTORW/44CI RING DUCT SMOKE DETECTOR 15/75 STROBE/HORN—LOW dB SET 4 0 0 NOTES 17,18 MBG1024 10" BELL DUAL ACTION PULL STATION DEEP SINGLE GANG MR201 C RELAY DSM -12/24-12 SYNC MODULE —STROBE 4 DOU DEEP APG ABOVE FRCP '1C±i VA3 1 LS3M-24—WR WP 4" STROBE WBB NOTE 17 eV 1 BY OTHERS POST INDICATOR VALVE — ; 0 ..... 4 BY OTHERS TAMPER SWITCH — } — ' Q 2 BY OTHERS WATER FLOW SWITCH — '* ti VOLTAGE DROP Circuit # - A B C D Circuit Load 0 945 0 735 0 960 1 264 Wire Footage I 474 653 303 3264 1 Resistivity Constant 21 60 21 60 21 60 r 21 60 , I Wire Gauge Circular Mills 4110 4110 4110 4110 X X Total Voltage Drop 2 3541 , 2 5224 1 5287 2 1656 1 'System Voltage on Battery 24 24 24 24 Total Voltage at end of Circuit 21 6459 21 4776 22 4713 21 8344 ". } A + y 1 Y , A 1 r p 4 4 .r s v r r M 4 1 I • u { J 4 , 01 4 + ," r 1. tl t r 5S 4,! I I . 4 r 4 4 V 4 ! 4 1 t 4 t r 1 .i 1 1 4' xf 1 I S 1 I , r r1, r i N 1) I, t 1 ,r + t 4 114 4t, n 1 L ' V J I w I i r r J ++ 4 4 N 1 1 Vh'tt r n +! 4r1r ,I;4 isrnsYr rr'1Aya;a tV1t1444 N ,M ♦4 • t.7tl!a'411 ptwrrr°, t , r z }aaVLIK /r 4y '" r'7 -4f, 4I,ty {t ! a re. 't r ' v /r 1 7 4ay7rYVhrt+x 4 I 1 iM d4' 4xw. "N;A• hr1 nr t 4rrt I { I '..vyV 71.1; r'I.7 N 1 jr w LJy.' V". t4 w , .Ns 4, .7a1 s • y .7 ` i « µr' " "j a° V1'''J ,1• M1ryJ wtNY1Vi:rr t 1f" 1r , if t44.v '4;e+4t4 'w ~ 1 4 r 1Ii' V.' y`a%I iN}'.,Ipl.4li IkI'I{:✓} 1r( y4 we"7>.7!V<a ) .17 t , 1',1 A' .7!yW( r 1jV✓ ,7'trttt' y ry1 La•Nx`' . . 7+`wYl1+r ..1.t T !P nf ' 8 . trt:1'hr.14., i M *74 ' )ti 7 k' r + " t p^.rN', wiVr4tl . «`r4 1' ` r "I Y V r Mg t 1 r1 a 47 ' 1 ' 44 74 7r1 ,y.,4111x +44 17.7. t f 4 V r { • • • 7, 1 f r 17 7 t ,, Y ro • 74 6 .4 14 4 • • • 1 44 • • Ill y\k 6 4: r Lc; .44?.<,' • 04,. • 441 4,1 • 111 ,714 .14 efk • a Jo 4" • Cr 4#yJ r - 41$1c:1747::::'::,:'/,':,, 17 W.7w s1 .7J 4' w .. 1. ! r7, 'thy f ', j+ 1 yy tl T id ci r>; rr F, ,py 7 y1 1 1 1 nit u r,l,+d "r A X41 "Aa 4'4I t r°11 r . : jet 1 4 V4 dr' .7 .7 r wNa+ (1 v Y` 1Cf } j lv L !,4,-(f.,4, :,1 ' F. t 17 11 41 r 1Vtx'17'4J4:: Sill+ LC t I N YA1 t 1 ' r7ir a*Aw 7r lrldld 9 Clt www 41 4 11 444 r tot 4.-444 roa 941. • 1 17 Copyrigk '6', 1996 by Guardian Secunty Systems*, Inc. All Rights', Reserved,' c 7 • • 441 144 417 ci e 7 97 4 071 At 0 o. 1 JA 10 9 1 04 ,44 V., A., f 47 14 11 4 7,1 444 to 4 1104101 777 Al 4 9A 04 th 1,10 JJJ, PIP 41 414 t rt rtt 110 44 4" 114' 1'11,1:i:''':''' ':71.1.':•::il 4P' ' ' '4;r'cl I ''''''44.01''''''''''''''41.:!1'1'1177'C''''''',1'4.411'''' 1.1''''''''''Iol.'''''':%.1/' '. r ''k' 7,7,:i.' ..Y4:7C74,..' .4,1.4:1'.417771::.., 'i::1.4;4?'''::::::',,r4t:t:ti1:':'..:?I''‘i'''''4:el'•J ‘°,e'T614:111'11 ''''' Ye ' 41.: ::':fr ":2;1:1'''''j ':411:.A; 'III ):11:.: 1 664, a Natlytdod Mike amInghern 44,44 04+44,4 d PERFORMANCE MATRIX RESPONSE - CAUSE ALL AUDIBLE/VISUAL ALARM INDICATING DEVICES TO OPERATE TRANSMIT FIRE ALARM SIGNAL TO CENTRAL STATION ANNUNCIATE DEVICE BY ALPHA -NUMERIC DISPLAY ON FACP 3 OPERATE AUDIBLE SIGNAL AT FACP TRANSMIT SYSTEM TROUBLE SIGNAL TO CENTRAL STATION j TRANSMIT SUPERVISORY SIGNAL TO CENTRAL STATION ACTUATE ALL AUDIBLE VISUAL ALARMS INSIDE OPERATE RED ALARM LAMP ON FACP OPERATE AMBER TROUBLE/SUPERVISORY { LAMP ON FACP CONDMON MANUAL PULL STATION X X X X X X 1 AREA SMOKE DETECTOR X X X X X X SPRINKLER WATER FLOW LARM ADEVICE XX X X X .. X I I SMOKE DETECTOR IN AHU X X X r X X ) CLOSED SPRINKLER SHUT—OFF VALVE X X X X 1 .7 SYSTEM TROUBLE X X X r I ". } A + y 1 Y , A 1 r p 4 4 .r s v r r M 4 1 I • u { J 4 , 01 4 + ," r 1. tl t r 5S 4,! I I . 4 r 4 4 V 4 ! 4 1 t 4 t r 1 .i 1 1 4' xf 1 I S 1 I , r r1, r i N 1) I, t 1 ,r + t 4 114 4t, n 1 L ' V J I w I i r r J ++ 4 4 N 1 1 Vh'tt r n +! 4r1r ,I;4 isrnsYr rr'1Aya;a tV1t1444 N ,M ♦4 • t.7tl!a'411 ptwrrr°, t , r z }aaVLIK /r 4y '" r'7 -4f, 4I,ty {t ! a re. 't r ' v /r 1 7 4ay7rYVhrt+x 4 I 1 iM d4' 4xw. "N;A• hr1 nr t 4rrt I { I '..vyV 71.1; r'I.7 N 1 jr w LJy.' V". t4 w , .Ns 4, .7a1 s • y .7 ` i « µr' " "j a° V1'''J ,1• M1ryJ wtNY1Vi:rr t 1f" 1r , if t44.v '4;e+4t4 'w ~ 1 4 r 1Ii' V.' y`a%I iN}'.,Ipl.4li IkI'I{:✓} 1r( y4 we"7>.7!V<a ) .17 t , 1',1 A' .7!yW( r 1jV✓ ,7'trttt' y ry1 La•Nx`' . . 7+`wYl1+r ..1.t T !P nf ' 8 . trt:1'hr.14., i M *74 ' )ti 7 k' r + " t p^.rN', wiVr4tl . «`r4 1' ` r "I Y V r Mg t 1 r1 a 47 ' 1 ' 44 74 7r1 ,y.,4111x +44 17.7. t f 4 V r { • • • 7, 1 f r 17 7 t ,, Y ro • 74 6 .4 14 4 • • • 1 44 • • Ill y\k 6 4: r Lc; .44?.<,' • 04,. • 441 4,1 • 111 ,714 .14 efk • a Jo 4" • Cr 4#yJ r - 41$1c:1747::::'::,:'/,':,, 17 W.7w s1 .7J 4' w .. 1. ! r7, 'thy f ', j+ 1 yy tl T id ci r>; rr F, ,py 7 y1 1 1 1 nit u r,l,+d "r A X41 "Aa 4'4I t r°11 r . : jet 1 4 V4 dr' .7 .7 r wNa+ (1 v Y` 1Cf } j lv L !,4,-(f.,4, :,1 ' F. t 17 11 41 r 1Vtx'17'4J4:: Sill+ LC t I N YA1 t 1 ' r7ir a*Aw 7r lrldld 9 Clt www 41 4 11 444 r tot 4.-444 roa 941. • 1 17 Copyrigk '6', 1996 by Guardian Secunty Systems*, Inc. All Rights', Reserved,' c 7 • • 441 144 417 ci e 7 97 4 071 At 0 o. 1 JA 10 9 1 04 ,44 V., A., f 47 14 11 4 7,1 444 to 4 1104101 777 Al 4 9A 04 th 1,10 JJJ, PIP 41 414 t rt rtt 110 44 4" 114' 1'11,1:i:''':''' ':71.1.':•::il 4P' ' ' '4;r'cl I ''''''44.01''''''''''''''41.:!1'1'1177'C''''''',1'4.411'''' 1.1''''''''''Iol.'''''':%.1/' '. r ''k' 7,7,:i.' ..Y4:7C74,..' .4,1.4:1'.417771::.., 'i::1.4;4?'''::::::',,r4t:t:ti1:':'..:?I''‘i'''''4:el'•J ‘°,e'T614:111'11 ''''' Ye ' 41.: ::':fr ":2;1:1'''''j ':411:.A; 'III ):11:.: 1 664, a Natlytdod Mike amInghern 44,44 04+44,4 d CUSTOMER NAME :Si .-1.0 SUBSCRIBER NO. AS NC/TED PER THE LETTER The drawings affixed hereto have been reviewed and acceptad by the City of Tukwila Fire Dept. A -1 Jitions, deletions or revisions to ths,s• 'r Aqings after this date will void this ..:. itance and will require a resubmittal of revised drawings. Final acceptance is subject to field. inspection by a representative of this department TUKWILA FIRE DEPARTMENT Please call: 575-4407, and give this job _ and exact address_for shut.; i down or restoration approvat; . (USE MNEMONIerA) a OVER ) COMPASS POINTS SUPERVISOR: FORWARD TO DATA GROUP CENTRAL STATION COPY • s W1TEJ F(01A) POTTER VS -SP VANE TYPE WATERFLOW SWITCH - SMALL PIPE FIG. 1 OPTIONAL SECOND SW(TCH AVAILABLE IF REQUIRED. SWITCH KIT SM NO. C09:013 eOC wATERLLOW V V DWG. 0027:.31 CAUTION: THERE ARE B PACCLES FURNINSHED WITH EACH UNIT. ONE FOR EACH S EOF THREADED. SWEAT 02 P'„l5. T1C TEE AS DESCRIBED NFU, 2. THE PROPER PADDLE MIST 8E USED. THE PADDLE MUST BE PROPERLY AT'A NED (SEE DRAWING THIS Fro AND THE SCREW THAT HO.CTS 011E PADDLE MUST BE 5EDLRELY TIGHTENED. Ej siT'fo Cz- Air F4% CoNrikUL --"Ta P b7" Cr,077ML S 7;977v PC1 rcPYE ,Li tSf WITHOUT COMMENTS. ❑ AS NJTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed ani accepted by the City of Tukwila Fire DsDt. A'JJiitions, deletions 1 or re✓i iiJ:13 t ) .wings after this date will ✓ ;i 1 ani will require re✓isei :Jr.✓✓ings. Fin.:l a,..- 'tihee is s,.l'5j' t to field- ins, c ,,)y a representative of this dee cls; DATE:12-7 ti BY: CITY OF TUKWILA 575-440/ ` 1JKVALA FIRE DEPARTlvlr,i •Please call: 575-4407 and give this job .No. /85 . and exact address for shut' down -or restoration appro+'; MOUNT SO ARROW ON BUSHING PONTS W DIRECTION OF WATEAFLOW 1' NPT THREADED FITTING ON ALL 5/255 RUN OF THE TEE HAY SE THREADED OR SWEAT TYPE DIRECTION OF WATERFLOW DWG. F5A03737-3C FIG. 2 SCREW THE DEVICE INTO THE 'TEE- FITTING A5 SHOWN BELOW. CARE MUST BE TAKEN TO PROPERLY ORIENT THE DEVICE FOR THE 0168CT10N 0811/8 WATERFLOW. FLOW/ j l IIDEPTH DWG. .S8ODTSSS1 APPROX. 1 UM' I JV'ORTANT THE DEPTH TO THE I10106 BOTTOM OF THE TEE SHOULD HA1/E SHE FOO.OWM0 DIMENSIONS: APPRO8J MATE DEPTH REQUIREMENT TEESZE THREADED SWEAT I CTS,POLYBUIL'IENE 1 CPUC 1'a 1'a 11 11/A•a 11N•1 l' 1112a 111711' 21/1r 2T/lr 211/1r 13V• 27/16 21/1• N/A W8 2117 21H• NA 6A 6utter6mGl SLOW -CLOSE VALVE WITH SUPERVISORY CONTROL Model BB.SCS Series 9/64 Allen HOO Screw FOR INDOOR USE ONLY JUL 1992 -------------------- i I, Re- f ` J (n,/ -? M Aoe So t rev OSTCo I W0 'au k w k i 88 1 1 8-0 2-1 \ TEMPORARY SPRINKLER THIS AREA INSTALLED THE TEMP. PHARMACY PIPING IN TO BE ON TOP OF STRUCTURE 1 i r D. TO TOP OF Ph ARMACY. DN. TO AUX. DRAIN N o--' { I J - _40- - 11 4 - -0-112-5 1 -o- -0- -0- 114 - 114 114 _011 2_5 112-5 114 - ...011 - 1114 — - 11-4- -01126 8 - 8x2 M.T. _ 1 - _ 114 _ _0112' TEMPORARY PHARMACY SCALE 1/8" = 1'-0' T- 1 1 -r- __0_-142 EXISTING BRANCH LINE PIPE STRAP BRANCH LINE (SEE PLAN) TOP OF COOLER DRY PENDENT Vi// 401 ESCT. PIPING ABOVE COOLER 0- 0- - J -0- - 0--1--0-1-5 iIIIo1 I NEW PHARMACY XISTING SPRINKLER PIPING VER OLD PHARMACY TO BE EMOLISHED. NEW PIPING TO 0— — 1 — E REINSTALLED ABOVE ACT EILING 1 - 0- 1141 1-5 114 511 2_49_ 1 1.1 1 1 1 1 112 -0- 2 2 -0- 11 2 DN TO TOP OF PHARMACY CEIUNG FRAMING. DN. TO 1 20-0 112 er - 0- NEW PHARMACY 112 112 -0- 2 rol CUT IN TEE FRAMING EXISTING BRANCH LINE PIPE STRAP BRANCH LINE (SEE PLAN) REC. PENDENT PIPING ABOVE NEW 8c TEMP. PHARMACY GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCRIRE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR1QUARTER POINT OF CEILING TILE 8 EXI5TING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND TO REMAIN AS 9 NE* SPRINKLER PIPING SIZED PER NFPA 13 ORDINARY HAZARD PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER SYSTEM EXPANDED TO ACCOMMODATE TENANT IMPROVEMENTS SPRINKLERS SYM DESCRIPTION TEMP QTY • DRY PENDENT 401 STYLE CHR/CHR 1/2" 155" 8 0 REC. PENDENT GLASS BULB CHR/CHR 1/2" 155' 20 11 2 112 -0- 2 2 - 0- 14? -0- 112 ACCEPTED • VVithout Comments As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Are Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S\ '0\ By. NEW COOLER SPRINKLER PIPING IN ACCOMMODATE COOLER EXPANSION. EXISTING COVERAGE IN COOLER TO REMAIN 5-0 5-0 1.22 112 112 11 2 1 112 112 112 DN. TO BRANCH UNES & AUX. DRAIN NEW COOLER 112 TEMPORARY PHARMACY MAIN ENTRANCE NEW PHARMACY LOADING DOCK NEW COOLER —\ KEY PLAN N.T.S. JUL 29 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 COSTCO STORE #6 1160 SAXON DR. TUKWILA, WA. 98188 F [11 TUKWILA FIRE DEPARTMENT. Please call: 575-4407 and give this job and ,xact address for shut= down or restoration approval. A 07/18/01 ISSUED FOR PERMIT NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: T EASTON DRAWN BY: T EASTON CHECKED BY: PROJECT NUMBER: 2057 DATE: 07/18/01 SCALE: SEE DRAWING PROJECT TITLE: COSTCO STORE it SHEET 'ME: TENANT REVISION FIRE SPRINKLER PLAN SHEET NUMBER: BACKGROUND: PLOT DATE: 07/18/01 F -D-01 XREF: DRAWING FILE: L ADD HEAD FROM EXISTING OVERHEAD WET SYSTEM O T1 I r L NEW COOLER SCALE 1/4" = 1'-0' THE EXISTING COOLER TO BE TAKEN OUT AND NEW LARGER COOLER TO BE PUT IN. DEMO EXISTING HEADS FOR COOLER AND LOCATE NEW HEADS FOR NEW COOLER. EXISTING OVER HEAD WET SYSTEM TO REMAIN AS IS. CONNECT TO EXISTING WET 2-1/2" COOLER FEED MAIN GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND TO REMAIN AS IS. 9 NEW SPRINKLER PIPING SIZED PER NFPA 13 ORDINARY HAZARD PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER SYSTEM EXPANDED TO ACCOMMODATE TENANT IMPROVEMENTS SPRINKLERS SYM DESCRIPTION TEMP QTY • DRY PENDENT 401 STYLE CHR/CHR 1/2" 155' 9 ® REC. PENDENT GLASS BULB CHR/CHR 1/2" 155' 1 CI ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau :or conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the i adequacy of design rests totally with the designer. tAdditions, dc1 tions or revisions to these drawings after this date val void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: ci( I4\61 By: 1 EXISTING BRANCH LINE PIPE STRAP BRANCH LINE (SEE PLAN) TOP OF COOLER P DRY PENDENT W/ 401 ESCT. PING ABOVE COOLER MAIN ENTRANCE LOADING DOCK NEW COOLER —\ KEY PLAN % N.T.S. 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 COSTCO STORE #6 1160 SAXON DR. TUKWILA, WA. 98188 TUK`• ILA FIRE DEPARTMiEN1' Please call: 575-4407 and give this job No. C) 1 and exact address for shut down or restoration approval. A 9-11-01 ISSUED FOR PERMIT NO. DATE DESCRIPTION REVISIONS: MdQNSTRY DIVISION: FIRE PROTECTION DESIGNED BY: AB DRAWN BY: AB CHECKED BY: PROJECT NUMBER: 2057 DATE: 9-11-01 SCALE: SEE DRAWING PROJECT 11111: COSTCO STORE 16 SHEET TITLE: TENANT REVISION FIRE SPRINKLER PLAN SHEET NUMBER: BACKGROUND: PLOT DATE: 9-11-01 F -D-02 XREF: DRAWING FILE: IVUI tit. UJtU IIV AINT rvttm VAIA JnvvvIV VIV I111J Jntti DRY PENDENT 401 CHR/CHR 1/2" UNITS TO BE REMOVED AND REPLACED ONE AT A TIME. REMOVE THESE BRANCH LINES AND REINSTALL. UNITS TO BE REMOVED AND REPLACED ONE AT A TIME. MAIN TO REMAIN IN PLACE DURING UNIT REPLACEMENT REMOVE THESEANCH LINES AND REIN TALL NEW WALL CONIRM COVERAGE IN F ELD ENLARGED PLAN SCALE: 1/8" = 1'-0' 0 T1J"KWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. OO_ S- 307 and exact address for shuta down or restoration approval. REMOVE THIS BR LINE AND REINSI FOLE CH GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE -INSTALLED, BRACED AND TESTED IN ACCORDANCE ,WITH N.F.P.A. #13 4 IN LOCALITIES; SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE . WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OFi I -f= STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 8 SPRINKLER HEADS REMOVED AND REPLACED TO ACCOMMODATE EQUIPMENT REPLACEMENT. SPRINKLERS SYM DESCRIPTION TEMP QTY • DRY PENDENT 401 CHR/CHR 1/2" 212' 45 MAIN ATTACHED TO —\ STRUCTURE i BRANCH LINE V(SEE PLAN) DRY PENDENT COOLER/FREEZER CEILING TYI . SPRINKLER ASSEMBLY SCOPE OF WORK 1 THE PART OF THE FIRE SPRINKLER SYSTEM PROTECTING THE SALES COOLER, FREEZER #1 AND, #2 TO BE REMOVED AND REINSTALLED WHILE UNITS ARE REPLACED . 2 REMOVED FIRE SPRINKLER PIPING AND HEADS TO BE REINSTALLED IN IN ORIGINAL LOCATION AND MATCH ORIGINAL DESIGN. a ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. ISSUED FOR PERMIT 1 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION DRAWN BY: CHECKED BY: DATE: 09/14/00 T EASTON PROJECT: McK. PROJECT NUMBER: 1909 TITLE: FIRE SPRINKLER PLAN FOR CONS SHEET: F -D-01 SEPD 1 R 2000 190 IT 75 =-1! r GENERAL INSTALLATION NOTES: 1, PIPING SHALL BE BLACK OR GALVANIZED ASTM GRADE A53 SEAMLESS OR ELECTRIC WELDED OR A106. THE USE OF ASTM GRADE A120 PIPE OR ORDINARY CAST IRON PIPE IS STRICTLY PROHIBITED. 2. PIPING BRANCHES TO AUXILIARY EQUIPMENT SUCH AS ODORIZERS, RELIEF VALVES, PRESSURE RELEASES, ETC. SHALL BE TAKEN FROM THE TOP OF THE DISCHARGE PIPE. PIPING SHALL BE SCHEDULE 40, WITH 300 POUND DUCTILE IRON OR MALLEABLE IRON SCREWED FITTINGS. 3. PIPE REDUCTIONS ARE TO BE MADE WITH CONCENTRIC REDUCERS OR SWAGED NIPPLES. FLUSH BUSHINGS SHALL NOT BE USED. WHERE HEX BUSHINGS ARE USED, MORE THAN ONE PIPE SIZE REDUCTION OR A 3000 LB FORGED STEEL BUSHING SHALL BE PROVIDED TO MAINTAIN ADEQUATE STRENGTH. 4. FITTINGS: CLASS 300 MALLEABLE OR DUCTILE IRON FITTINGS SHALL BE USED THROUGH 3" IPS AND 1000 LB DUCTILE IRON OR FORGED STEEL FITTINGS IN ALL LARGER SIZES, THE USE OF GROOVED FITTINGS IS PERMITTED PROVIDED THEY ARE LISTED FOR CO2 SERVICE. THE USE OF CAST IRON FITTINGS IS STRICTLY PROHIBITED. 5. ANSI 300 POUND CLASS FLANGES SHALL BE USED, WHENEVER BORE SCHEDULE 80 FLANGES ARE USED, CHAMFER 45 DEG TO A DEPTH OF 0.25" AROUND INSIDE DIAMETER OF FLANGE FACE. 6. PIPING MUST BE REAMED AND CLEANED IN ACCORDANCE WITH PREFERRED CO2 SYSTEMS INSTALLATION SPECIFICATIONS. 7. THE STORAGE UNIT HEADER (FROM TANK SHUT-OFF VALVE TO FIRST VALVE) IS UNDER CONTINUOUS PRESSURE (300 PSIG) AND IS TO BE FABRICATED OF SCHEDULE 80 BLACK STEEL PIPE AND EXTRA HEAVY BUTT -WELDED STEEL FITTINGS (NO CHILL RINGS PERMITTED). 8. FILL AND EQUALIZING PIPING SHALL BE SCHEDULE 80 GALVANIZED WITH SCREWED GALVANIZED FITTINGS, 300 POUND MALLEABLE IRON OR DUCTILE IRON, COUPLINGS INCLUDED OR SCHEDULE 40 GALVANIZED WITH 300 POUND GALVANIZED BUTT -WELDED FITTINGS. 9. VENT PIPING SHALL BE SCHEDULE 40 WITH SCREWED FITTINGS, 300 POUND MALLEABLE IRON OR DUCTILE IRON. 10. ALL PNEUMATIC ACTUATION PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH 300 POUND MALLEABLE IRON FITTINGS IF INDOORS OR IN A NON -CORROSIVE ATMOSPHERE. IF PNEUMATIC ACTUATION PIPING IS OUTDOORS OR IN A CORROSIVE ATMOSPHERE SCHEDULE 40 GALVANIZED WITH 300 POUND BANDED MALLEABLE IRON GALVANIZED FITTINGS SHALL BE USED. 11. PROVIDE DIRT AND BLOW-OUT POCKETS APPROXIMATELY 6 INCHES LONG BEYOND LAST BRANCH OF MAIN HEADERS, SUBHEADERS AND NOZZLE HEADERS TERMINATING WITH A MALLEABLE IRON OR DUCTILE IRON THREADED CAP. SEE DETAIL THIS PAGE. 12. MANIFOLD WITH SELECTOR VALVES MUST BE RIGIDLY AND FIRMLY SUPPORTED. 13. EXPANSION LOOPS MUST BE INSTALLED IN EVERY 100 FEET OF CONTINUOUS PIPE TRAVEL. (NO FITTINGS) 14. ALL PIPE ROUTING, LENGTHS AND CONFIGURATION CHANGES MUST BE REVIEWED BY ANSUL PREFERRED CO2 ENGINEERING SERVICES BEFORE ANY CHANGES ARE MADE IN THE FIELD. GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C,), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED, 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES, 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS, 5. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE, 6. DEVICE POLARITY MUST BE OBSERVED, 7. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 8. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES, 9. ALL BACKBOXES, MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION 130X/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 10. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL, THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 11. ALL WIRING SHALL BE IN CONDUIT. CEILING (OPEN OR ATC) A/V OR VISUAL ONLY DEVICES 80" NOTE: IF A RAISED FLOOR WILL BE INSTALLED JN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. PULL STATION 48" 72" CTL PNL FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE QUANTITY 1 1 5 7 1 442R BATTERY CALCULATIONS STANDBY DEVICE 1 CURRENT DRAW (mA per device) RP -1002 Basic Panel 88.000 mA 4XZM 8.000 mA 911 DACT 30.000 mA Two Wire Detectors (2mA Max per zone) Four Wire Detectors End of Line Resistors 25.000 mA Bell Strobe Horn Strobe (75cd) TOTAL (mA needed) 88.000 mA 8.000 mA 175.000 mA TOTAL STANDBY CURRENT (Amperes) ALARM QUANTITY DEVICE 1 RP -1002 Bosic Panel 1 4XZM 911 DACT 5 Two Wire Detectors (2mA Max per zone) Four Wire Detectors 7 End of Line Resistors Bell Strobe 1 Horn Strobe (75cd) TOTAL ALARM CURRENT (3.0 Amperes Max) BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED BATTERIES PROVIDED 12 AMP/HOUR GELL CELL (RESERVE CAPACITY) CO2 REQUIREMENTS: FRY R -LOCAL APPLICATION. RATE BY VOLUME FRYER+ HOOD GAP (25+2)x(3+2+2)x(3)=567 CU. FT. FRYER + HOOD 25'-0x3 -0x(.5+ 1.5)=150 CU. FT. 567 + 150=717 CU. FT. OPEN AREA (2(2.5x1))+(2(25x3))+(2(3x3))=173 SQ. FT. OPEN PERIMETER (2(25x5))+(2(3x5))=280 CU. FT. PERIMETER 173/280=62% OPEN 7(172 CU. FT? x,,7151 LBS/MIN/CU. EFT,U 5 3, LBS/MIN DRAIN BOARD -LOCAL APPLICATION. RATE BY AREA 3'-0"x3'-3" 1 SR NOZZLE ©2'-6" ABOVE HAZARD SURFACE ©46 LBS/MIN FILTER -LOCAL APPLICATION. RATE BY AREA 4'-6"x1'-9" 1 SR NOZZLE @ 4'-9" ABOVE HAZARD SURFACE @68 LBS/MIN EXHAUST DUCT -TOTAL FLOOD 1'-6"ox10'-O"L=25 CU. FT.x.125=10 LBS/MIN REV. # DESCRIPTION DATE CURRENT DRAW (mA per device) 88.000 mA 8.000 mA 30.000 mA 5,000 mA 25.000 mA 30.000 mA 53.000 mA 148,000 mA 0.271 A TOTAL (mA needed) 88.000 mA 8,000 mA 25,000 mA 175.000 mA 148,000 mA 0.444 A 6.504 Amp/Hr 0,037 Amp/Hr 6,541 Amp/Hr 12.000 Amp/Hr 5.459 Amp/Hr SCOPE OF WORK INSTALL A CO2 SYSTEM PROTECTING A POTATO CHIP FRYER AND ASSOCIATED EQUIPMENT, THE CO2 SYSTEM SHALL BE ACTIVATE BY HEAT DETECTORS INSTALLED IN THE PROTECTED AREAS, THE FRYER SHALL BE SHUT DOWN BY THE RELEASE OF CO2 VIA A PRESSURE OPERATED SWITCH, SPECIFIC PIPE ROUTING MUST BE SPECIFICALLY APPROVED BY THE COSTCO PROJECT REPRESENTATIVE. SEQUENCE OF OPERATION ONE DETECTION ON CIRCUIT 1 IN ALARM OR MANUAL RELEASE STATION ON CIRCUIT 2: - ENERGIZE HORN/STROBE - ENERGIZE CO2 SYSTEM SOLENOID -SIGNAL BUILDING FIRE ALARM. THE RELEASE OF CO2 WILL OPERATE A PRESSURE OPERATED SWITCH WHICH WILL SHUT DOWN ALL ROASTER OPERATIONS VIA THE EMERGENCY STOP CIRCUIT. ELECTRICAL BILL OF MATERIAL ITEM NO, QTY 1 1 2 2 3 1 4 1 5 2 6 5 7 1 8 1 9 1 PART NUMBER 417696 417693 417881 P2475 78101 13971 46250 800T -H338 E-1PB ITEM DESCRIPTION 442R AGENT RELEASE CONTROL SYS 120VAC 12V 12AH BATTERY PACK 4XZM, ZONE RELAY MODULE HORN/STROBE, 75 CANDELA DUAL ACTION ELEC, MAN, PULL DPST HEAT DETECTOR, RATE COMPENSATED, 600DEG PRESSURE SWITCH DPST KEY OPERATED SWITCH NCNO SWITCH ENCLOSURE MANUFACTURER ANSUL ANSUL ANSUL SYSTEM SENSOR ANSUL ANSUL ANSUL ALLEN -BRADLEY HOFFMAN O® ®m 0 sr 1 111111 MIMI FUTURE SECOND LINE 151 rim= .,i.++: irs:,r7.V,tr tet" j071. •:ESEhaFl:fl(R u.► . rc¢.ae:.as:• NEW TORTILLA & POTATO CHIP AREA I li■E i --41 141.31 NEW POTATO CHIP AREA 1190A1 0 0 71111111141111 r 1 /\ 1 0 AREA OF WORK COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 FRYER AREA NOT TO SCALE POTATO CHIP FRYER CARBON DIOXIDE SYSTEM PIPING BILL OF MATERIAL NO. 07Y. ANSUL PART NO. MANUF, PART NO, DESCRIPTION 1 2 422985 422985 1500 LB STORAGE TANK, 120VAC 60hz 2 2 40649 40649 2" CHECK VALVE 3 1 425370 H100-490 DISCHARGE PRESSURE SWITCH 4 4 41925 41925 WARNING SIGN -LEAVE AREA 5 2 425311 425311 WARNING SIGN -0O2 DISCHARGE 6 1 425312 425312 WARNING SIGN -DEVICE ACTIVATES 7 1 9 10 2 425555 425351 425547 425555 1/2" ORIFICE NOZZLE W/ CAP 425351 1 /2" ORIFICE NOZZLE MOUNTING KIT 425547 4" SR NOZZLE 1/2" NPT MANUFACTURER TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL TSS ANSUL 8 428104 428104 1 /2" NPT D NOZZLE -STAINLESS 11 1 42278 42278 1" MALE NPT ODORIZER 12 1 46250 46250 PRESSURE OPERATED SWITCH DPST 13 1 COML HIGH PRESSURE FLEXIBLE HOSE (6') TSS ANSU"._.r ' TSS ANSUL TSS ANSUL COML Q• o: 0 z S 180TH ST SAXON DR ORILLA TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. (-71)-- 3 2Y and exact address for shut- down or restoration approval. LOCATION OF FRYER 1 1 y. CC?: .'TE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards: Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings af-er this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: '7/ 7/00 By: (- c_ twommift BUILDING PLAN NOT TO SCALE 9111'FIRE CH/EF 1;E0''WME"T 13300 S,E, Oth, BELLEVUE, WA, 98005 (425) 641- 127 FAX (425) 562-6552 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY; BVH COSTCO TUKWILA THIS INFORMATION IS T E PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDE, CE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIR ;;CHIEF EQUIPMENT COMPANY, INC. `II SCALE: AS NOTED JOB Na: 00 -1811 SHEET; 1 OF 5 DRAWING NO.: 1811-01 IMMETig IT JUL 1 2000 NOZZLE SCHEDULE NOZZLE ID 301 302 303 NOZZLE DESCRIPTION WEIGHT (LBS) DISCHARGED CALCULATED NOZZLE CODE ACTUAL NOZZLE CODE NO. OF ORIFICES 1/2" NPT SR 209 5.86 6,0 1 1/2" NPT ORIFICE 93 3.74 3,5 1 1/2" NPT D 197 6.14 6.0 1 304 1/2" NPT D 197 6.96 7.0 1 305 1/2" NPT D 190 7.13 7.0 1 306 1/2" NPT D 190 7.16 7.0 1 307 1/2" NPT D 197 6.60 6.5 1 308 1/2" NPT D 196 6.60 6,5 1 309 1/2" NPT D 209 7.14 7.0 1 310 1/2" NPT D 197 7.10 7.0 1 311 1/2" NPT SR 141 6.02 6.0 1 TOTAL POUNDS DISCHARGED: 2016 DISCH. TIME: 180 SEC. 1/2" SCH 40 PIPE OR FLEX HOSE (BY OTHERS) 1/2" SCH 40 PIPE 41P-41\_ 1111 1/2" 300# MI CAP \\._ LAST NOZZLE ON BRANCH PIPING DIRT TRAP DETAIL NO SCALE 4" SQ. - DUCT WALL 2"o OPENING ___t_____ PART NO (TYP) 1/2" COUPLING"' © 1/2" ORIFICE NOZZLE 4"x4"x 1 /8" CS PLATE ORIFICE NOZZLE DETAIL NO SCALE 1/4" SCHEDULE 40 BLACK THREADED (BY OTHERS) 1/4" SCHEDULE 40 BLACK THREADED (BY OTHERS) J 1 1 C011_ I 1 MAIN 1 MAIN 2 TANK DISCHARGE PIPE DETAIL NO SCALE i NOZZLE AIMING POINT (TYPICAL) FILTER 301 tCEILING 6' FLEXIBLE HOSE -®► BY FIRE CHIEF EQUIPMENT MAXIMUM HOOD LIFT c --0 302 EXHAUST SEE ISOMETRIC VIEW FOR CONTINUATION TANK PIPING FLOOR PLAN SCALE 1/2"=1'-0" cio 307 306 11 T 41— I 1—I I Tr 038 n309 310 NOZZLE AIMING POINT PIPING SIDE ELEVATION SCALE 1/2"=1'-0" RAIN BOARD 0311 TANK ........../y 309 305 PIPING END ELEVATION SCALE 1/2"=1'-O" REV. # DESCRIPTION DATE COSTCO TUKWILA 1160 ,AXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 1811 SHEET: 2 OF 5 DRAWING NO.: 1811-02 / /%` DRAIN BOARD 311 E" FRY R 7303 / E / / / / / / 308 / 307. - ,» . 30 / 30 23 304 / /x'305 / '306 / / / -+c / / / / / 31 o_ 7 / E / / i NOZZLE AIMING POINT (TYPICAL) FILTER 301 tCEILING 6' FLEXIBLE HOSE -®► BY FIRE CHIEF EQUIPMENT MAXIMUM HOOD LIFT c --0 302 EXHAUST SEE ISOMETRIC VIEW FOR CONTINUATION TANK PIPING FLOOR PLAN SCALE 1/2"=1'-0" cio 307 306 11 T 41— I 1—I I Tr 038 n309 310 NOZZLE AIMING POINT PIPING SIDE ELEVATION SCALE 1/2"=1'-0" RAIN BOARD 0311 TANK ........../y 309 305 PIPING END ELEVATION SCALE 1/2"=1'-O" REV. # DESCRIPTION DATE COSTCO TUKWILA 1160 ,AXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 1811 SHEET: 2 OF 5 DRAWING NO.: 1811-02 1'-6" x 2"0 2" x 1 1/2" REDUCER HOSE PROVIDED BY FIRE CHIEF © 302 22-3" x 1 1/2"0 EQUIPMENT. INSTALL SO BEND (EVEN WHEN HOOD IS UP) IS AWAY FROM EXHAUST DUCT. THE HOSE PROVIDED WILL BE 6' LONG TO ALLOW HOOD TO CLOSE AND MAINTAIN A BEND IN THE HOSE. 3/4" x 1/2" REDUCER 1'-9" x 1/2"0 1'-3" x 1 1/2"0 0'-6" x 1 1/2"0 3'-5" x 1 1/2"0 2'-6" x 1/2"0 304 26" HOOD RISE 3'-9" x 2220 5'-6" x 1/2"0 2" x 1/2" REDUCER 0'-4" x 1/2% 1'-6" x 1/2"0 4 -9" x 2"0 42-3" x 1/2"0 306 4'-3" x 1/2" 1'-2" x 3/4"0 303 308 1 1/2" x 3/4" REDUCER 3/4" x 1/2" REDUCER 1'-2" x 3/4"0 307 4'-3" x 1/2"0 2-3" x 1/2"0 2'-0" x 1/2"0 309 1'-3" x 1/2"0 4'-3" x 1/2"0 310 5'-3" x 1/2"0 301 FILTER 311 DRAIN BOARD 5'-3" x 1j2"0 PIPE ISOMETRIC NO SCALE 20'-9" x 2"0 1/4" FLANGED MALE ADAPTER: BY FIRE CHIEF 1/4" S.S. FLEX HOSE. BY FIRE CHIEF 0'-9" x 2"0 NODE FOR FLOW CALCULATIONS (TYPICAL) o-- 102-0" x 2"0 INSTALL ODORIZER ON THIS LEG OF PIPE. SUPPLY PIPING CDNN X" x 1/4" REDUCER PRESSURE OPERATED SWITCH INSTALLATION DETAIL REV. # DESCRIPTION DATE COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM 4 r F/// 'E IIIEOVIQHI FF r 13300 S,E, 30th, BELLEVUE, ISA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY; BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-1811 SHEET; 3 OF 5 DRAWING NO.: 1811-03 SYMBOL LEGEND 442R AGENT RELEASE PANEL El PULL STATION XHEAT DETECTOR (400deg) 400 CEI if POS KOS d HORN/STROBE (75 CANDELA) CO2 SOLENOID PRESSURE OPERATED SWITCH KEY OPERATED SWITCH (SOLENOID DISABLE) INSTALL THIS HEAT DETECTOR IN THE SIDE OF THE EXHAUST DUCT IN THE TOP 3RD OF THE DUCT INSIDE THE BUILDING. SEE ELEVATION ON THIS SHEET. ALL WIRING SHALL BE IN CONDUIT, AN APPROPRIATE LENGTH OF SEAL TITE WILL BE REQUIRED TO ALLOW HOOD TO RAISE 26" AND MAINTAIN A BEND IN THE CONDUIT WHEN HOOD IS IN THE LOWERED POSITION. SIMILAR TO PIPING ISOMETRIC. 75cd POS jF I FILTER APPROXIMATE LOCATION LOCATE NEAR THE COSTCO FRYER CONTROL PANEL. CONNECT NORMALLY CLOSED CONTACTS IN SERIES W/ EMERGENCY STOP CIRCUIT, CEILING HEAT DETECTOR THROUGH SI)E OF DUCT ABOVE MOVING PARTS FOR RAISING HOOD MAXIMUM HOOD LWT 400' HEAT DETECTOR (TYPICAL, SEE DETAIL) 11 n EXHAUST IJ IKOS] 442R I ELECTRICAL CONTACTS 1 THE PROBE MUST BE COMPLETELY IN THE PROTECTED AREA. HEAT DETECTOR INSTALLATION DETAIL ELECTRICAL FLOOR PLAN SCALE 1/2"= 1* -0" n 1 4 i II T —I 1 I Tf �—I IT —� r (TJ —LI/ ELECTRICAL SIDE ELEVATION SCALE 1 /2"=1'-0" DRAIN BOARD REV. # DESCRIPTION DATE COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM ffk7FIRE CHIEF tf#/EOUIPMENT 13300 S,E, 30th, BELLEVUE, AWA. 98005 (425) 641-2127 FAX (425) 562-6562 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC_ IT 15 SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTIUZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 —181 1 SHEET; 4 OF 5 DRAWING NO.: 1811-04 DRAIN FRYER BOARD 4P 40 00 4# 40CL INSTALL THIS HEAT DETECTOR IN THE SIDE OF THE EXHAUST DUCT IN THE TOP 3RD OF THE DUCT INSIDE THE BUILDING. SEE ELEVATION ON THIS SHEET. ALL WIRING SHALL BE IN CONDUIT, AN APPROPRIATE LENGTH OF SEAL TITE WILL BE REQUIRED TO ALLOW HOOD TO RAISE 26" AND MAINTAIN A BEND IN THE CONDUIT WHEN HOOD IS IN THE LOWERED POSITION. SIMILAR TO PIPING ISOMETRIC. 75cd POS jF I FILTER APPROXIMATE LOCATION LOCATE NEAR THE COSTCO FRYER CONTROL PANEL. CONNECT NORMALLY CLOSED CONTACTS IN SERIES W/ EMERGENCY STOP CIRCUIT, CEILING HEAT DETECTOR THROUGH SI)E OF DUCT ABOVE MOVING PARTS FOR RAISING HOOD MAXIMUM HOOD LWT 400' HEAT DETECTOR (TYPICAL, SEE DETAIL) 11 n EXHAUST IJ IKOS] 442R I ELECTRICAL CONTACTS 1 THE PROBE MUST BE COMPLETELY IN THE PROTECTED AREA. HEAT DETECTOR INSTALLATION DETAIL ELECTRICAL FLOOR PLAN SCALE 1/2"= 1* -0" n 1 4 i II T —I 1 I Tf �—I IT —� r (TJ —LI/ ELECTRICAL SIDE ELEVATION SCALE 1 /2"=1'-0" DRAIN BOARD REV. # DESCRIPTION DATE COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM ffk7FIRE CHIEF tf#/EOUIPMENT 13300 S,E, 30th, BELLEVUE, AWA. 98005 (425) 641-2127 FAX (425) 562-6562 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY: BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC_ IT 15 SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTIUZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 —181 1 SHEET; 4 OF 5 DRAWING NO.: 1811-04 NOZZLE SCHEDULE NOZZLE ID NOZZLE DESCRIPTION WEIGHT (LBS) DISCHARGED CALCULATED NOZZLE CODE ACTUAL NOZZLE CODE NO. OF ORIFICES 4.7K, 1/2 WATT HORN/STROBE —vDc +VDC KEY OPERATED SWITCH (SOLENOID DISABLE) FOR MAINTENANCE USE ONLY IF USED PANEL WILL GO INTO TROUBLE SOLENOID 4.7K, 1 /2 WATT ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN 4.7K, 1/2 WATT 4.7K, 1/2 WATT MANUAL RELEASE MANUAL RELEASE 4.7K, 1 /2 WATT 4.7K, 1 /2 WATT TB -1 TB -2 0 0 0 0 A- B- B+ A+ 0000 A- B- NC B+ NC B+ 1 2 3 4 5 6 1 +24VU I +24VR I+24VNR I I THE COMBINED CURRENT FROM THE RESETABLE AND NON RESETABLE OUTPUTS CANNOT EXCEED 2000 mA FROM PANEL: BREAKER: (8Y SITE ELECTRICIAN, NOTE: DO NOT USE ROASTER POWER SOURCE, POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) 4 5 6 OUT #1 INDICATING APPLIANCE CIRCUIT 8 9 10 11 12 13 14 15 16 OUT #2 I OUT #3 I OUT #4 INDICATING RELEASE RELEASE APPLIANCE CIRCUIT CIRCUIT CIRCUIT AC CIRCUIT BREAKER ❑ ❑ ❑ ❑ F1 F2 TB3 OPTIONAL AMMETER CONNECTION 0 BATTERIES + OPTIONAL VOLTMETER CONNECTION • • J2 J9 J.3 F3 F4 TB -3 0 0 0 NO NC IL-. 19 20 21 ALARM 0 0 0 NO NC 22 23 24 TROUBLE GROUND , B U ZONE 1 SYSTEM -ALARM 5 a NEUTRAL 0 RELEASE U '_' HOT ' 0 SYSTEM TROUBLE TB3 OPTIONAL AMMETER CONNECTION 0 BATTERIES + OPTIONAL VOLTMETER CONNECTION • • J2 J9 J.3 F3 F4 TB -3 0 0 0 NO NC IL-. 19 20 21 ALARM 0 0 0 NO NC 22 23 24 TROUBLE 0 0 GROUND FAULT LED BATTERY FAIL LED BATTERIES 00000) o b o DIP SWITCHES (MODE 3) TB -4 0 0 8+ B- 0 MICRO FAIL LED J4 J5 J7 J8 2 3 IN #1 MOUNT AUX. RELA' BOARD OVER PINS J4 & J5 A+ A- B- B+ A+ A- B- B+ A+ A- B- 5 6 7 8 9 10 11 12 13 14 15 16 IN #2 3 IN #3 1 IN #4 1 OPT1 JUMPER CUT TO INSTALL MODULE ON J5 OPT2 JUMPER CUT TO INSTALL MODULE ON J8 ALARM RELAY #1 NO 1 ® NC 2 C 3 ® ALARM RELAY #2 NO 4 NC 5 ® C 6 ® J4 ALARM RELAY #3 J5 NO 7 ® NC 8 ® C 9 ALARM RELAY #4 ALARM NO10® NC 11 ® C 12 ® NO 13® NC 14® c is ® 4XZM TROUBLE RELAY MODULE NO 16 0 NC 17 c 18 ® ANSUL 442R AGENT RELEASE PANEL NOT TO SCALE AC POWER IN NOTE: POWER LIMITED WIRING PER NEC 760: 250 VOLTS DC AND 150 VOLTS AC, CIRCUIT LIMITED TO 100 VOLT AMPERES, POWER LIMITED & NON POWER LIMITED WIRING MUST REMAIN SEPARATED, AT LEASE 1/4" APART, IN THE CABINET, ALL POWER LIMITED AND NON POWER LIMITED WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCKOUTS AND/OR CONDUITS. 442R PANEL POWER LIMITED & NON POWER LIMITED CONDUIT CONNECTION DETAILS NOT TO SCALE POWER LIMITED CIRCUITS NON—POWER LIMITED CIRCUITS SYMBOL LEGEND 442R AGENT RELEASE PANEL FD PULL STATION ® HEAT DETECTOR (400deg) 400 7 cd POS KOS SYSTEM WIRE LEGEND A INITIATING & NOTIFICATION CKTS: 18AWG THHN SINGLE CONDUCTOR. B POWER TO PANEL: 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS, C GROUND TO PANEL: 12AWG SOLID DEDICATED GROUND IN CONDUIT TO BUILDING GROUND BUS. HORN/STROBE (75 CANDELA) CO2 SOLENOID PRESSURE OPERATED SWITCH KEY OPERATED SWITCH (MAINTAINED SWITCH) 2B & 1C FROM PANEL: BREAKER: (BY SITE ELECTRICIAN. NOTE: DO NOT USE ROASTER POWER SOURCE, POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) W 03 0 1- 1— Z 0 CO2 SOLENOID 1- 0 0 0 0 0 600 600 600 600 600 AUTOPULSE 442R AGENT RELEASE PANEL ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TO BUILDING FIRE ALARM SYSTEM Y SITE ELECTRICIAN HEAT DETECTORS MANUAL RELEASE STATIONS EMERGENCY STOP CIRCUIT POS ANSUL 442R RISER DIAGRAM NOT TO SCALE CHIP FRYER CONTROL PANEL REV 11 DESCRIPTION DATE COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM tzu FIRE CHIEFi 3EOUIPM,ENT 13300 S,E. 30th, BELLEVUE, WA, 98005 (425) 641-2127 FAX (425) 552-6662 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 —1811 SHEET; 5 OF 5 DRAWING NO.: 1811-05 AC POWER ZONE 1 SYSTEM -ALARM RELEASE ZONE 2 SUPERVISORY SYSTEM TROUBLE WATERFLOW CIRCUIT TROUBLE MI M ALARMMI SILENCED SUPERVISORY POWER0 TROUBLE MI TONE ALARM ALARM SILENCE SILENCE ACTIVATE RESET 0 0 GROUND FAULT LED BATTERY FAIL LED BATTERIES 00000) o b o DIP SWITCHES (MODE 3) TB -4 0 0 8+ B- 0 MICRO FAIL LED J4 J5 J7 J8 2 3 IN #1 MOUNT AUX. RELA' BOARD OVER PINS J4 & J5 A+ A- B- B+ A+ A- B- B+ A+ A- B- 5 6 7 8 9 10 11 12 13 14 15 16 IN #2 3 IN #3 1 IN #4 1 OPT1 JUMPER CUT TO INSTALL MODULE ON J5 OPT2 JUMPER CUT TO INSTALL MODULE ON J8 ALARM RELAY #1 NO 1 ® NC 2 C 3 ® ALARM RELAY #2 NO 4 NC 5 ® C 6 ® J4 ALARM RELAY #3 J5 NO 7 ® NC 8 ® C 9 ALARM RELAY #4 ALARM NO10® NC 11 ® C 12 ® NO 13® NC 14® c is ® 4XZM TROUBLE RELAY MODULE NO 16 0 NC 17 c 18 ® ANSUL 442R AGENT RELEASE PANEL NOT TO SCALE AC POWER IN NOTE: POWER LIMITED WIRING PER NEC 760: 250 VOLTS DC AND 150 VOLTS AC, CIRCUIT LIMITED TO 100 VOLT AMPERES, POWER LIMITED & NON POWER LIMITED WIRING MUST REMAIN SEPARATED, AT LEASE 1/4" APART, IN THE CABINET, ALL POWER LIMITED AND NON POWER LIMITED WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCKOUTS AND/OR CONDUITS. 442R PANEL POWER LIMITED & NON POWER LIMITED CONDUIT CONNECTION DETAILS NOT TO SCALE POWER LIMITED CIRCUITS NON—POWER LIMITED CIRCUITS SYMBOL LEGEND 442R AGENT RELEASE PANEL FD PULL STATION ® HEAT DETECTOR (400deg) 400 7 cd POS KOS SYSTEM WIRE LEGEND A INITIATING & NOTIFICATION CKTS: 18AWG THHN SINGLE CONDUCTOR. B POWER TO PANEL: 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS, C GROUND TO PANEL: 12AWG SOLID DEDICATED GROUND IN CONDUIT TO BUILDING GROUND BUS. HORN/STROBE (75 CANDELA) CO2 SOLENOID PRESSURE OPERATED SWITCH KEY OPERATED SWITCH (MAINTAINED SWITCH) 2B & 1C FROM PANEL: BREAKER: (BY SITE ELECTRICIAN. NOTE: DO NOT USE ROASTER POWER SOURCE, POWER TO THIS PANEL MUST BE FROM A DEDICATED CIRCUIT) W 03 0 1- 1— Z 0 CO2 SOLENOID 1- 0 0 0 0 0 600 600 600 600 600 AUTOPULSE 442R AGENT RELEASE PANEL ALARM TO BUILDING FIRE ALARM SYSTEM BY SITE ELECTRICIAN TROUBLE TO BUILDING FIRE ALARM SYSTEM Y SITE ELECTRICIAN HEAT DETECTORS MANUAL RELEASE STATIONS EMERGENCY STOP CIRCUIT POS ANSUL 442R RISER DIAGRAM NOT TO SCALE CHIP FRYER CONTROL PANEL REV 11 DESCRIPTION DATE COSTCO TUKWILA 1160 SAXON DR TUKWILA, WA 98188 POTATO CHIP FRYER CARBON DIOXIDE SYSTEM tzu FIRE CHIEFi 3EOUIPM,ENT 13300 S,E. 30th, BELLEVUE, WA, 98005 (425) 641-2127 FAX (425) 552-6662 DRAWN BY: FTG DATE; 07/10/00 PROJECT MGR: RMM APPROVED BY BVH COSTCO TUKWILA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 —1811 SHEET; 5 OF 5 DRAWING NO.: 1811-05 -6 7.6 7, 2 2 .a 2 " t 7 • c 06• % a0 'a• 0 '2'6 06 8 2. 2 '2. v/ 3.5 ' .Q 7.6 0• S. g• i's„;: 6 i 2/-0 7'� 06 'd•0 ti dr -1 � -00 C� 2 40 / -4 7.6 o6 8.0 r y 2 (� 2, 0 2 i 11bo o 8.0 7 6 e• 0 g Q ;•�, 06 8.0 '2. 2. I. 0 / (10 6 oC ••Q Z 2- z g•o 8.0 cG 9.0 8-0 7.6 2 2 `04 2.4 o6 5340 4.4 0 / --0 - 0 -�'--ij • 2-, Z� 2 110 / 8.0 7.6 c6 w.o S•© 7.6 ▪ 06 S.° 6 1-1*0 21-0 L•/•0 2/•0 av • U 4 d• r c5G 177,.4 2_ 8.0 O 112- z Z. `"' 11p zr 0 r 0 7- 0 Z� 7.6 06 8-n 9.o 7 -6 06 5 0 B • (2 -7.6 06 8 • o L.... a`" 0011 ' 2. •t Z oG 7.4 2. 4•a oG ;7•G - 4•o 6I 441 64 �.s+ 8-o Z/ -c) 6- 2.1- 0 p 11 / 410 / it0 0 7.6 oC 8.4 _ g•o 8.0 6 G r a. 21.9 21-'0 0 / 110-----/---- -0 0 0 0 4 8.0 8.0 ZI.0 a') s406 • 1--o 0 / 0 / • ▪ it 0 ZX • i 810 7.6 oG 6.0 : 0b _, I 1 0 /4`-Iv70 / 0 0 -110 0 011!! Z•Zme o 0 -7, f. .O v •o of 7 G g.s .x� <IN 'T/ / II 11-�}-- -, :�0 / 0 /: 11 . O N' • ¥` b .J,il,Sttr..g-r�t1 V` b 10 } • 0 r 11 ()-----7"04/ 11 <i4.. I : I Z. er ,142 • T 6 6 - Z. Z. et 0 11 Z. o .• 00 ,61 0 o4 e k's/ 1-4 Ais 6 0 C> c1/4 Ai LuS 2.. 0 2- 1» v -a ad. `\ 06 8..:0 124 tie 6-0 0 lq- 024 I re 1. All material and equip6ant to be new and un approved 3. piping dimensionse end to end. 3. Pipe hangers and mahod of hanging to be n acco anc with NFPA Pamphlet #13. Earthquake bmcingand joining of pipaand fittings shall be in accordance NFPA Pamphlet #33 \ Owner to provide a minium of 400.. F to pmentwater In Pipes freezing In areas protected by a wet pipe sprinkler of to supporttha sprinkler SPRINKLER ORIFICE SIZE, TYPE & FINISH r RINITY FIRE 1104/0 I • , ACC PTED 06 7.4 o 0 cc 041 7.0 0 oc 8 • woo r10 444. v. 04•46444/10.440 4 I 1111•144 4.1046 .r 6.04 04444,010 0•444•040114•41114 .44 , 4.4.• 4 44040 1•4•4 41104 044.00014040.14 04. 041 Cio • • '1 4 • • • OP • • • • 1 • • • • >3, As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authonze violations of adopted , standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, dr;letions or revisions to these drawings after this date will void this acceptance and .vill require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test arid inspection by The Tukwila Fire Prevention Bureau. Date: el ol 'By: (C) ' i) seR co:AV ovtk to • 40 lo • • 43 0 • • 06 e r 06' 71-‘3 R --Z" \T\(\ VAFI? TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job • and exact address for shut' down or restoration approval. (fi5 ToLcO pia. so • via le00 PAST Ltrialle Mb V01114 urtz OR v•ci. MACK: FFTTIN41. TYPICAL APPLIZKTIONS • • 1112. 1C10•3 FAS! CL4411,4! 40.1/4 1073 UST CtJU.4•44 LJETT PAL • LONOrfUDIKA!. !MACE • • 4 2 •Ec•wiPeleirAir 200 9.0 el'el! '''$26. 2. Z tsar --Are ORIEMATIONOEFORE 0, OS TIONTINED • F10 10cC Li•Jr 100004 .11tistrert FLAT 11.1114141.11 $M1 17141 737-5591? FA.X (114) 1374130 14111 2014031 • • • 4 • 1 I me7t to be new and underwriters 2. Piping dimens' Ions are end to end. 3. Irk grAl$1 PM WM= OF 2 it24 VERT. SLATTED HOLE PRIOR TO HANSINS NEIN TYP. INMOST. Pipe hangers and method of tumgIng to be in accordance 4, Earthquake bracing and Joining of pipe and fittings shall be In accordance NFPA Pamphlet #13 '4 5. Owner to provide a minium of 40°. F to prevent water in pipes. from freezing In areas protected by a wet pipe sprinkler ANION V-:EXIST. STIFFENERS , 0 2.411o/c. 6. „ptructural adequaCy of the building to support the sprtnkler plOing Is the responsibility of the owner and or his structural representatives. , orr MIN MCA PROVIDE (2) L5x5xigx0a-4" DRAGE MOLES • EA NEN EXIST. PURLIN 15-5° 5sc HM. PER PLAN. ALIONEI, HU—SERIES TYP. 24 0 4. 17, • I / 17/4 // I 1 • • NI 04.0 4041.400 COI • • Li- /New le2:4c ebir • • 1.414.44.110 8. 5 ••••••›.4"4•.",,,r44.4.,'""4-...`,. :A.... , L444.4.14M.4•44.44.44 04141444.4.0 • • t /SPRINKLERS USED . 40 400 0, 41 Ira • . 0,014 4144 4104.10. 44 RINITY FIRE ' 11021 CRAMER RD KP N. TRINIFP101DK GIG HARBOR, WA 98329 PHONE (253)8514222 " 40 400 0, 41 Ira • . 0,014 4144 4104.10. 44 RINITY FIRE ' 11021 CRAMER RD KP N. TRINIFP101DK GIG HARBOR, WA 98329 PHONE (253)8514222 " • • • • I r r r• • (V—...s-0j to C Vrt,14 / d 7 I f BM , • A It. •A,T,{t •9 IK_ Co 09o I )E- I 0• C0 r^' Jot- ord �a • 0 o' u 1 O� otl 44 ▪ -Qo -,T?t 043 •� 4� 4 • U - 1 14 Co Q • • CO og, • M I't 1aE UIt 00 0,3 1* 1 CO r xtO • k 1�l CO I.,J CO 08 Ce oe 0.010 o9 •I 1,14/nen fl a-1154 Al r',4,/ T r�l CO CA CFj ov Co Ott " 5#r , . F 3 ,tea,' gelevoorsYsr t Ce Oki -720-7-47-0 CAA ,4FFA /IVA • • • • d• • 11 11 11 11 (I — 17.3 0 ci(it 4 14 0s • AgoI I� I CO ir 40 04$ I'.9 oe I KI e4 xeb t ?or a-0 /P.. 'r4 /VO VI •� 043 1* �• II 11 11 11 1111 • Oe• OQ Ix l� CO 08 C. .001.0.00 J • • L7 dk o8 00 08 ? (J4J 7( 17 Aire c .4',s. `/4/ • Ili 0 0 0 • f •. L1 • • 2ir-r. • —•r A' -Y' • • • • • -v- I] ' 0 0 • • 4.1 nor▪ .�../, c;^1Arvsv—ar ..amnrnqan arum ,•�• .,�y.• ne.. — � N ▪ -,K • 0 • • • 4n �j ) — 477 / _t v '/ )' ; / �'u7 7 iA Ari �K✓ i8 9 • v, El •o z.8 �---ICcaQ r."11 15 718rayCIA hicoo 7'/O gYt I 1.4 S 1\0 0 _I 1 • i • 4,44 ;r L 0 • ©K4A'CrE - tic /•4'4 '1 M ti • r. vorre,,m 0,1010,0110.1n. • • III Q-_ ?": J "7x r o rib O• O N ,Ts r- • 111 0 • •.0 T • R.FJ rood • 1 SPRINKLERS USED swift ,SPRINKLER ORIFICE 'SIZE0 'TYPE & FINISH QUAN TEMP 20 • 01. 20 Airk, rmr .1,441-1 44n .91 RINITY FIRE PROTECTION 11021 CRAMER RD KP.N. GIG HARBOR WA 98329 • • 4 6411111000•101•110•110•1001•1111100•••••••••••••••••••••••••••••••••••••••••••••••••••••••• • /6. 01 4 w 40 2 2 2 1 .6 7. 0. 0 0 7,6 . 0 a. 81.o 7 4 2, 7 43•cr 80 7.4 66 • ••••••••••••••//tra 1 0 7' 6 OC 0 8. 0. 2. "1. 1 7,6 21-0 / L./ 0 7.1.0 -• 7.4 f•'•40 e, ilt rer C / 1 1 4 24- 0 /0....--,,...... -0 .0...........N 06 8, c 21- 0 e 0-- '"-On /-41 8O 4, '% Sr* 0 • 0 8.0 g.0 44 2 6 2101 r 2 06 4.1 gio k/40 0' 4#. 0 / 1 • 4, cc 0:I 44 • 0 t • 0 0 11 4 11- 0 0 ni; 1. 6, ui 7 e ' 1.1 1*/ -7.' 04 06' 8.0 ' 2. 7" 1.•• 1- • er- 7.6 oC 8.4 0 9.0 Z. 90 06 8.0, ;74 -2.. 0 ' Hp0 7 .4 0,6 8.0 -0 t 1-6 7.. 2 Z. s -74 C t ' 01 oc r 6,0 • 0 11 • • • u - I I 0 Co" ea 4 Z. r t3/ • 7' 1 0., am44*. 6444. • 6 044 • ...ow/ or*, • 16 , 0 eadi I . 0-0 • • •0 I, ul uu Oe , 0( Oil u • 06 ,e r o • Col cer Bartyrn Jar-44144d ki 4" '664; 6 / , • 46" *„. -C)1 o , u‘• ••• 1 4u j • 00 0 -0 g ....0044,40•0614,.., 0466011. 402,, 1/44) 06 0 it 64.16; r. • r. r r rrI. • • 4 1) 210 / • z. rz. s. gif ; ,.• 4.4 41 4. 7•, $ • 60/-0 i.4• 17. 4Cr. 11/ od• ,21)•24 /Av.,/ .-•/iAa.- Vt..-- oar 0,42,4,A.4443/c -2- 11 011 7•6.. t3,7= 1.us re4 4 • _041_717::_ou S' • rar 0 11" ,/ 0 .or 0 (>4 -7; • 4* ;#•00 41" kz. o 11,4 1.-31 ,„ • ,0-crmi•-20.5 zL; r 1 -CO -9 47 /-1 7c*,•.4. 2/ • • 4-- 4411•1104 7 otection, Inc • / 20 r • • C31 /s..4 Ss? PLrt- 2 L.i.4&"'S see 12 Act 4424 UEbrId.FS • Acid #4.1 2 LAA41221LS - 9 rhil. SSP Pam -CAW Ire CO FFM VOASIE R.. C.40.1 4 WIT Sort c 0 - 104042 , Skr%. lt.1;11. TO C.0 0.041 l.0.0 LV- ILIPPA 1ime..0011.1%, Firer revre Ral.hoviro 5,,%t0 ' Caii(v•t• Afortt. SEP - 5 20 7-,70.03/ 44,j6460, suw,pnrikkor:i,, "ii1/6 • • GENERAL NOTES 1. All material and equipt lent to be new and underwFlters approved - 2. Piping dimensionkge end to end. 3. Pipe hangers arid method of hanging to be In accordance with NEPA Pamphlet #13. „ 4, Earthquake bracing And joining Of pipe and fittings shall be in accordance NEPA Pamphlet #3 \ 5. Owner to provide a minim of 400. F to preyent water In Opes from freezing In areas protected by a wet pipe sprinkler system. 6. Structural adequacy of the building to support the sprinIder piping is the responsibliity of the owner and or his structural representatives, SPRTIKLERS LIED SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH 01 MAN TEMP GO Sr( 0 '^^Woli, Lur S -11/0 )(OA/ RC) ti 41,tili/' I 4,1 iY) it I 77) A:47 i;4")011. 44 V(//4 7 EY /g 00110100•10100.000.0 004 • .64 E40 13reAs vorort 04-H 4Z.1 sA(' • • ' 4,:" ctoo..sr Sr,.,, erc., 14!C//14E f,' .04•? r c flre/ *pi K" t),/ /47.044 r (*me 110 TOTAL 1 RFRNEITY PROTECTION' , „ u • u 11021 CRAMER RD KR.N. TRNIFF$101DK GIG HARBOR, WA 98329 PHONE ( )857-6222 DATE //311ADRAWNI g 60.4000.66,666 ".166^ 4664 •64-. - 4 -6- $11 Ti,noirmintigi•••••••immit •••••1•11*,rn01•1•,••••,rn . .... .... ..... -... la , • , 1 • Acid #4.1 2 LAA41221LS - 9 rhil. SSP Pam -CAW Ire CO FFM VOASIE R.. C.40.1 4 WIT Sort c 0 - 104042 , Skr%. lt.1;11. TO C.0 0.041 l.0.0 LV- ILIPPA 1ime..0011.1%, Firer revre Ral.hoviro 5,,%t0 ' Caii(v•t• Afortt. SEP - 5 20 7-,70.03/ 44,j6460, suw,pnrikkor:i,, "ii1/6 • • GENERAL NOTES 1. All material and equipt lent to be new and underwFlters approved - 2. Piping dimensionkge end to end. 3. Pipe hangers arid method of hanging to be In accordance with NEPA Pamphlet #13. „ 4, Earthquake bracing And joining Of pipe and fittings shall be in accordance NEPA Pamphlet #3 \ 5. Owner to provide a minim of 400. F to preyent water In Opes from freezing In areas protected by a wet pipe sprinkler system. 6. Structural adequacy of the building to support the sprinIder piping is the responsibliity of the owner and or his structural representatives, SPRTIKLERS LIED SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH 01 MAN TEMP GO Sr( 0 '^^Woli, Lur S -11/0 )(OA/ RC) ti 41,tili/' I 4,1 iY) it I 77) A:47 i;4")011. 44 V(//4 7 EY /g 00110100•10100.000.0 004 • .64 E40 13reAs vorort 04-H 4Z.1 sA(' • • ' 4,:" ctoo..sr Sr,.,, erc., 14!C//14E f,' .04•? r c flre/ *pi K" t),/ /47.044 r (*me 110 TOTAL 1 RFRNEITY PROTECTION' , „ u • u 11021 CRAMER RD KR.N. TRNIFF$101DK GIG HARBOR, WA 98329 PHONE ( )857-6222 DATE //311ADRAWNI g 60.4000.66,666 ".166^ 4664 •64-. - 4 -6- $11 Ti,noirmintigi•••••••immit •••••1•11*,rn01•1•,••••,rn t 1 • • 0 O • O t — 0 • r r • • 4 i • i i • • • • 0 } •1 1 • 1 IYZ 0 O t - i 1-- 1 I i 0 0 O: V t k e t• • •t --tom- ...5111141 i • • A • • • • Er ~`J k 11 rdi 1 - TX Ir� -BAKER I RE FL EST fJ 6_ t L A R1 • • t 1 f l { 73-11 —t {J F�isrr.vG- kr4b. - • f —4 0, l a -t 0, F • O`J --- _--.- oI- I z, T;L 1/N 1 yL , 4 4 • ii/(` • • Vt.. V/L 1 2 • i • k • • • • - • • t • 6 414, • • • ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Preverton Bureau for conformance with current city standards. Acceptance is subject to errors and omiss.3s which do not authonze violations of adopted stand= : s aria ord°nances. The responsibility for the adequacy of cep j rests totally with the designer. Additro,r, cc' ;ior.3 - r revisions to these drawings after this da.•; brit vo.d Ow acceptance and will require a resubmitaar of roviscd drawings for subsequent approval. Final acceptance ,s subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date _Woo By: -/‘5 fZ • • i • TUKWILA FIRE DEPARTMCN1 Please call: 575-4407 and give this job No. VO ---y5( and -exact address for hut. down or restoration approval. SPRINKLERS SPRINKLERS USED E I F LSCS - 1. All materia! and equipment to be new and underwriters approved 2, Piping dimensions are end to end. 3. Pipe hangers and method of hanging to be in accordance with NFPA Pamphlet # 13. 4. Earthquake bracing and joining of pipe and fittings shall be in accordance NFPA Pamphlet #13 5. Owner to provide a_minium of 40°. F to prevent water in pipes from freezing in areas protected by a wet pipe sprinkler system. - 6. Structural adequacy of the building to support the sprinkler piping is the responsibility of the owner and or his structural representatives. _ - rzi SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP Yt~ GA'R°»r sr f80 TOTAL I Zv t;. RINITY FIRE PROTECTION_ MAR - 9 2000 11021 CRAMER RD KP.N GIG HAREOR WA 98324 2ATE 2121/m WN `ti LEV TRIN1FP1O1DK4hf0 PHONE (253)857-5222 IPG I OF a 1 Y 2 Bio 'L Z 0FI oC 1 0 7•C t1 •1- 0 r Ow / 1 8.0 0 / Olt 1 0 0 • 0 • 0 / 4 • `i e• • �* "2- ' 2 Z, 2.. -Z- Z r. g'.o 06 7-G 8.0 Q -o of 7-c • 0!I li i .1 4 • 1 $•0 P 1 o O'l r� 0 oC '� 6 2 80 2.; Z- I 2 8.0 06 7 ` 8 0 Z QII { • 8.10 r 1 2 2 o‘ 7.6 8-0 8 o oG • • - T • r FILE- OH 1 T I { { 0 • et i 2- 2- 8-a B•o 4I 3s 90 .0 8 .c) B•( a. It 7.6 g•0 g•o 9.0 8.O 1.. I!I / 7C cc - 0 Z 2 7.6 i A 7•e 6-d S o e6 7 6 8 0 g iv 1 a. 2 06 ,7 6" 8'0 8-,a c61 F�,f�7Rk..4e zu r 4R E * I� z : iY z z...Y z OC _REM(17-4`,A:'F4 = - r.45'5://2.6CE) ti - 11 his :+<ct' Elzrcr•el; N th r.'srea :G es beactri,; i13Z8r3S tiY!'C. {{{'i or 1'ama., to p{�PeT Y It .S'Ecagatzei thi�t ,p !{7a7 Stu! e" FSt tIo 2a3 • 8-0 It 2 • 1 2 3 8 H•d 0 •N 7 -! { 401> 42/ * �- 3 a a 4 8.p $ o ; 7 Q o E d6 • T 7 f Fo i -1 i 1 %./ 2 Z Z Z • I I oC 7'C 8.0 8.O 05- J 2 7-c z 24' o /^ r" �- Z Z .,_...___(:)_z_7._ Z 8'0 - 8-0 t= 06 7-C 8-Q 8.O - oC S { fT Vt. MEM SIIIAGIT T'• .SAcoPIr 'mss OLD w/ 14ASI-ER • MID -DEPTH OF 2 I/Y VERT. SLOTTED HOLE PRIOR TO HANGING NISI GEIL, TYP. TI-RUOLTf. \\ EXIST. STIFFENERS • 24'o/& - err AGONSICAL MUMS O' EMI LIMO eK4 NSW OM tuxRCE PROVIDE (2) L3x3x'-4• BRACE ANGLES • EA. NEW 61.13 • t/3 P'T& OF SPAN 1-4/(2) s Ox4" LAGS, , TVP. EXIST, PURLIN O D' -0'o% i Z t GLR TYP. • MK GEM. 5UPP. 8M. PER - PLAN • 16'-O'o% 17 1 1 �1.' z z z `• 3 8 8.0 o6 7-C il• p - 8.0 Z Z• 06- •-7-4C Z B- o g-0 alvret c'vFM SECTION 0 hIOMEN5NtF - IS R R SHOVER/ QUALITY CONTROL r zl NE344 GEIL SUPP. DONT. - 8M. PER PLAN. ALIGN • OVER GEIL SUPP. LINE - :TY?. { 4 t•u-sektee, HERS. TYP. r 2 3 8.0 = 7-C 2; Z 0 -f---O II 1- • Ex'i riNG Co -Cr -co L//D 4 -FS -le -E.' 8'0 06 Q ZO /410-C.otre 41' 2 7.L Z 0 - 0 7 C i?F o $ •o _ 0G t Ai 24-0 If) ACCEPTED. Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authonze violations of adopted standards and ordinances The responsibility for the adequacy of desIgn rests totally with the designer. Additions, deletions or revisions tr, these drawings after this date will void this acceptance and wi:I require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection bj The Tukwila Fire Prevention Bu7eau • Date. Z-Vk.,013 By 5 (.0 TUKWILA FIRE DEPARTMENT - Please call: 575-4407 and give this job No. N') S OCki and exact address for shut- down or restoration approval. 1)Rmak s(6‘.‘k- ckck •LK• Dpi zrquttkottioN ® z.) A$ Q\5" :hag 413.11t 1 Or • 1.10' 1030 FAST'Ll.JUJ. *Si WO MAMAS 04,11S. ft t 111111142. TYP▪ ICAL ',Pa:LOONS P-1111 CULMLISE0 VI 444 • rm. i000 tzar --Art ammo • LEAP SPRING CON FI Ltr.a.T1 ON MID ORM trumati BE, oFtE 912. it"OO FAST CULMP! FIG Iwo FAST CUWPos PASTI-Ujr:ovei437-"":"Pt.: NOTE TO ASSUfiE • • qatIERALIMES 1. All material and equipment to be new and underwriters approved 2. Piping dimensions are end to end. 3. Pipe hangers and method of hanging to be in accordance 4. Earthquake bracing and joining of pipit ark! fittings shall be in accordance NFPA Pamphlet #13 5. Owner to provide a minium of 40°. F to prevent water in pipes - from freezing In areas protected by a wet pipci sprinkler - system. 6. Structural adequacy of the building- to sUpport the sp-rinkler piping Is the responsibility of the owner and or his structural representatives. - OG 0 SPRINKLERS USED 0 SPRINKLER ORIFICE SIZE, TYPE & FINISH OUAN 3+7 TEMP • kr TOTAL 4-75- porml,wmcri 0 tt.4410 4E SW LE - FIRE PROTECTION 11021 CRAMER RD KP N GIG HARBOR, WA 98329 DATE _ibia° IDRAWN P.27 TRINIFP101DK wit/al-- PHONE (253)857-5222 1 d6 7 6` Z .11 w 11 2 4 3' S 0 7.6 1- 04 v. • 2 3.5 S0 76 � C 80 G S I 4 f t f. • 2-1 '2. '1- 1' •1 80 sd•0 ;o 7.6 C 2. 76• 80- 7 g•o -2 76 '2. 6 oC z 7•G1 i J 3 7•G_ A 76 901 • 2 • g Q -7'4- o6 S ° _ _44, 5-8 -# 1- t - L • • 3 $•0 • 21-o 8 • • 24_0 ac g fl 3i ___0 , , ();, ti 1 t} n 1' ' _\- - Z Z o / Qv / 0.11 71 a•a 4,4 7:4 - S 8•o 9. o Z1 H 7. ' 06 g., 8•41 7�-0 • Q V_ L fZ +O OL ? G.I • i 1 __-4 --- s 0 Li 0 • 21.0 • 1 1 3 1 • - / -c' aG 6.0 11-0 -7.6 oc 8%o 1 Os z ok ?-7.-�--de o •C .• 4. �7•L _ 1. r...K - 1 1 I 1 t c• C•11-74-00--/----00--A---2-C' . % • -�f _ ,:0111.0e0-0.-07,1t: c!to Z. dr as • - v 44. • Z.- .44" 204 01111-0‘---00 r -L. tr t $h'7.4 O ti • - ?F- 8 -o f 0 L 0 i it 7 6 . 0C • 0 8•o Z/-0 • t z. 21-0 Z I 2- g 8o- • 7'c+ s ' 1 -, ' 2 z 1 2• • " • 'La 043 ,.,II / 0 04 Ib g. • 8• � `� Z �� Z • 1 Z• 2- $Q 8 0 '• . 7•b O 8.a •° - _7 6 ti , i 6 •a 7.6 Z 7 •a N . •6 11 0 06 4.1 - 1•S CG . - $-9 8-o 7 - L+ . c)6 P `O- i a t 431( 3 7 100 • t t- { ‘1.7/ o /% 7- 6 4-5 b i 736 oC C 01 0 • 1-4 sir 8 / 0 0 / • • • 00 Sto 11_,40.0.7:1/4art: try:w zt -11-0 • 1 9 1 0 1 13 <%6•1 11; 0-ro-t-o41 I 11 I • 6 ti 2. 21-0 0 < 0 • z. • • • • 1. z. 0 1 • 1 34 HO • CO 4 z. Z. • oc 8-0 • • • • • 10 • • PLAN RE'ilitViEri-AS:NOTED SEATTLE stilted as bearing la aly way upon the wrestler, of whet-mt "d_te care" - GENERAL NOTES 1. An material and equipment to be new and underwriters approved f- .2. Piping dimensions are end to end. 3. Pipe hangers and method of hanging to in acicordance , with NEPA Pamphlet # 13. -- 4. Earthquake bracing And joining Of pipit and fittings awl! be In accordance NEPA Pamphlet #13 \ 5. Owner to provide a minium of 40°. F to prevent water In pipes from freezing In areas protected by a wet iiipe sprinkler system. 6. Structural adequacy of the building to support the sprinkler piping is the responsibility of the owner and or his structural representatives. -a - SPRINKLERS USED SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP - 0 ill 1410 K" Pay ebittaff TOTAL FIRE 11021 CRAMER RD MCP.N:' - GIG HARBOR, WA' 98329 fOATE //3/4DRAWN g13- LEV. PHONE t 2531857-5222 [PG OF 'a • r. eC ip *O Co • C� Co 0. 00 C® • 0 • h • b"t 6-;10 � /1.9'' 5.6 • • r. 6,44-4-rrc "ri -r4, m Nr O 010 0a • 0 - 1 0. 1' • 8 sU Iy4 . Ce • 4o Cs • D r u"r • Co co C. Co Co Cb C • 1 4 -sc C• 0• • 7z'/'-'-4 To7'.4re) P.41.f•1 /gra r 1" '• • _11 t co • 0 00 400 a3 ®O •J so 110 :O 00 .3 ho c g'oa?re-Ai •O D aect-A,Ai1'el/'..1014i/ TA -4 / X0NG- Aar/ /8y 3 a a •3 Wuk-Tc'ITb'/11C'C4 /9/ c. 4, FRF'E a - E P /Y2 • Co r; O M ..r a •p 0 SO 00 •O r .., •0 •O ®O 00 as fiz r"Lrf.,) Com;/c/4/4-' 7?,-,/ 1' .F'D /"Airs 8 • 1 0 • c(:)o4.F� /Y'S. 'FtG r4) c/444/6- 4„. / rrt 6.6 4 Ir4 S•/p 1 !RR 4/1' 0 -1 s 10 S 4 0 f �t 1f /Z.6 1 4” I �L g0 1'4 /yt c6 0 fro - } USD(IO,FF /s/ 11'L r • ' . N molt Y 0 • .3-10 ,'h g 10' j3 • L 1 I I M A ,..44/0/,S ►yt • 0 o. IO 0' /0 SI / • 0 • O _L) o'� ' o 0 d i0 COFFEE 00 0 .0 Ch.4NCrE "v/c /98.4, oo • n O • 1 • • • O. • SPRINKLERS USED SPRINKLER ORIFICE SIZE, TYPE & FINISH OUAN TEMP 8 ler ter Ciit 1 TOTAL qhVell 8S beating in a-rf von upon ;Ate 0 votit,,thrt "(lop carp" RINITY FIRE PROTECTION 11021 CRAMER RD KP.N GIG HARBOR, WA 98379 PHONE (253)857-5272 WN. Z3 • • • • ti • • 1, • ACCE 7 -41 FYI T F177 y1 viii ni Iniad As ❑ Per The :".t; ed Leti(,:r These plans have b. -.:n rayiel,ved by The Tilic.wlie Fi73 Prevention Bureau #Ur current :t standards. Act pte'co is si i ;cat t' error Find omissions whic`± c r .t _si°t� �L ri:'_� of ;:c � 't � Q5 !ce: #c standards .1n t„? adequacy of desk s rets iI ,Y;.`� t;ti, Additions, deletiorls •; eze "'�i'?,i` -fi !'.�t- an. w r`� idl=e <: this date will void thi a•. � � � ,.q=• resubmittal of revised dru.i,i ,-1s f ; s b equert Final acceptance is subject to tV;Izi ; Y t nsr'oct!o The Tukwila Fire Prevention [•1e3J. f/yr//g) By: Date: 1 FILE TUKWILAI` I E5DEPAR MENt Please ca and give this job No. and exact address for shut. down or restoration approval] IR SEP 2 9 1998 GENET L 1037E$ 1, All material and equipment to be new and underwriters 2. Piping dimensions are end to end. 3. Pipe hangers and method of hanging to be in accordance' with NFPA Pamphlet # 13. 4. Earthquake bracing and joining of pipe and fittings shall be in accordance NFPA Pamphlet #13 5. Owner to provide a minium of 40°. F to prevent water in pipesi from freezing in areas protected by a wet pipe sprinkler system. 6. Structural adequacy Of the building to support the sprinkler . piping is the responsibility of the owner arid or his structural representatives. • RINITY FIRE PROTECTION 11021 CRAMER RD. K.P.N. GIG HARBOR, WA 98329 TRN1FP101DK - PHONE 857-5222 _OATt 't_1 fS DRAYk'ht..: ' REVS- .¢_ .SHEET- j --OF /__, _. Cn N c, NCD CT 0) w 0w 0 c+ CDD r-• O 416(D •a'• t(/1 W toy •C AE0 no.O w C N a N C< tB tT C n C a ((D LUh age Qtammow d .N 2 O L -s * W N • O—DC? ? tD • 5 -age -i._ Dy04;i81.41 O <C a N 0 — O 0 •'13 N OdUi (�D p N a ° N,. �' N< O g.< r w P aa 2 =aago @ 2 -1 gilligsagg N a_.- = eros a? = N N N N- Oa 5 p '0 N 0 tD (� ' @g N a co •< • —.tCJD 2 o 'o -t IN) 7 0a • • o F-•• 0 �•C/)O w X 0 a • v 0• CO CO CO I BATefl seo ssaa6a jo tiled uI C1 3 c+w CU C-1- 0 0--• +0'-- E x STI Nh RES-r&DONS MENS \1 '/z 1'12, \Mo MEAS 1\3E44 Wt ME Pi S '►2E� rQf 4 bA Aga 1rio� I I)( 410 REUt3Se't _iL t4 T.S ��t I 1r' , TkiW 2k VV..cN\ Ri.atke.S Lxi�r1Nv, I`� — J N AtAx. bRA1' \91/ M • L=am aka. T OF CONi.4 trJQp1 N 2ZixIY4u'r \! 2 14 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9g_ o lupi and exact address for shut- down or restoration approval. O— KlbrEB: Alb - SSP t=-oe tit RFsi koo►.:\ AL1) Tioo 165-a 21 MQrweJALS ULoRt'M APP2ovet 3) Pipe- SC4a 40 t LAUL PiTT6 4 H AaGe'Rs ?cit to .FPA 13 SS-bw..:r',rfZAP� Ped., b --rt, NLL-'Tim_ s1-uos N NZE@MEVn AI JUL 1,3 199 n°o� lQocAY I"• I hPga�� amu Cas-rco. TUKw1La Res-t-tZ�rn ZEisioVirrto1.1 U tr,O S 1 y c ) IbQ.1 \11= ACCF'LP77--;-,[9 Without Comments 0 As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:si3%9gf By: C5--> 2_ all .4i//6,24(- ................ /624(. To NvssmAN Fo0F Z W 125'1 f - IIISEft IMtouTErs Co MPre SSOR 31. C -AL CP.R AIR SLgr,e YR°Mt COMPrTES1,orL W/ CME[K vA., CONT20t. V,i. H i - L. o (3z rss s.n,, Tc li 2" DRY VR ix L')/ 716M Mu A,0tVi. ►J I3JTTFrcrL.( VA "/ 1—R tA eye SW. EXIST 1?►5E2 NIS t Zs 1- O -4---- 4 xtS I S 41Lartt•A V Fl NEW 2' Dr.i \ N. Sr1iPPINAG iREc l t?v l NG 2. zl=n z Zl-o r 1 �xTElZoiz WALL L o ti t,, r-3 t iDeciG r Q E A COI E I-'1' N .o GENERAL N oT E-'5 .__...._._._.._..... . S Y STEM DES I EN are. P14 SYSTEM To BF TM STA L% E n TE STE i 42.'A [ E n '"" 13 OrttDIVJ4 4 Fhz* t Occur? i o 41 P. k-\rIctr �► pe. & l L.\ I. `.`C► -L do ‘‘)/13c1 fi lt-1 n1 G s CL N ANSmit.S : ,/a C.S. f?'ods "'/ SW ‘vGL GOM rn vcrianr Norms Lr& SI ALL N \J 2" Da" , -VAN z' SUPPLY 1c Ex)osS N\14h..1 I?Lt (. L1_. (9) t3TZA SS UP f?I G r -1T 14FAL'N3 A.S SPOwAI, miroossisesmossomasswiPPNONsossirrstossar 3-,0 (12'-a) HuSSMtto gLJILDWA MrIS : Rtjw X- A ,u - 6-Litar:s C. t -z" E 13oT of cw. Dnl, r" Tib 2.. VA 1' urn Dry P - / W/ =,JSPLrc ra& 'TitsT dkt tE 3-,0 r ILE.O 3=e S Fest, '-o SP1�tNICL �lPIa`\c, E Ti 2E To 2E. Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings'after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 41 7Gi (`'-1 By: 5 ( 0 TUKWIIA FIRE DEPARTMENT. Please call: 575-440Z b- Z and giv No> 1 S rind exact address for shut+ down or restoration approval. CEPTE COSTCO US MAN bUiLDING TUKWILA 1. A. TP1N1 1 1 TP C TR NiF P1 O 11021 CRAMER RD. K.P.N. A OR, WA 9832. 7 i EYJ T IIJ6 HOME DEPOT 10'' pUGTIL L. IRON NIATt:2MAIN r (P DUCTILE IRON 4"x S" 57012Z- 4" C7UGTILE iR'cit J 1p" DUCTILE IRC J 1 1 1 1 -- P. I . v. Co " c+ -1E -4.4e.- VA 4" GHFtP - VA VAULT PRICE COSTCO REGIONAL OPTICAL FACILITY BUILDING AREA CONSTRUCTION TYPE OCCUPANCY GROUP 34,544 SQ.FT. VN SPRINKLERED F PER 1994 U.B.C. MI conicnents end aCCeptai,--Tney aIo sanaus condtions upon fire insurance rates way upon the question of whether personal"due care" shoed asbearing ex r cine any a ct to possible liability for n exercised with ems, ize•, 1: s: ands which rlley tosbse Is r °Ole!, in - tory dr *Mirage to p�Pe reeelt in lass still exist. SITE PLAN SYMBOLS NEW UNDERGROUND BY SFS NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY LINE - - STREET CENTERLINE NEW FIRE HYDRANT EXISTING FIRE HYDRANT c� 2, C SAXON DRIVE NEW YARD POST INDICATOR EXISTING YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX EXISTING VALVE WITH ROADWAY BOX NEW TWO WAY FIRE DEPARTMENT CONNECTION EXISTING TWO WAY FIRE DEPARTMENT CONNECTION NEW FOUR WAY FIRE DEPARTMENT CONNECTION EXISTING FOUR WAY FIRE DEPARTMENT CONNECTION SITE PLAN 15 30 45 60 75 NI 111 IN II OR DO MI OR IIS • e El 111-11111- 111 - II N III SCALE 1" = 30' UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPNG SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 6" - 880 GPM 8" - 1,560 GPM 10" - 2,000 GPM 12" - 3,520 GPM 7) ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 0 0 9 C. FLOW TEST INFORMATION STATIC PRESSURE RESIDUAL PRESSURE TOTAL FLOW 155 PSI 105 PSI 1501 GPM PER PROJECT SPECIFICATION SECTION 15300 PARAGRAPH 1.05.A In INSPECTORS TEST - PIPE. FROM BRANCH LINE INTO DRAIN BALL VA. AND SITE CLASS NOTE : PIPE. AL -t- DRAINS TO SAFE DISCHARGE ouTS%l E REGI 1'E2 REP Co UNI FLANGE 5" SLAB ON GRAvE. -� I0 II 2I - 8 2I - A > -- A> 1 ry 1 BY OTHERS 1 /o" DucTILE IRON BY OTHERS P1 PE. 5TA.Np -I9 -16 -I4 UNDERGROUND 1 1 2'' ANNULAR SPACE AROUND I PIPE. i2EQUIREp RISER DETAIL 0 2 4 SCALE 1/2"=1'-0" RISER EQUIPMENT ITEM QTY. SIZE 1 6" 2 2 3 1 4 1 5 6 7 8 9 10 11 1 1 2 1 1 1 1 DESCRIPTION DOUBLE DETECTOR CHECK VALVE ASSEMBLY VALVE SUPERVISORY SWITCH WITH COVER TAMPER 6" BUTTERFLY VALVE WITH BUILT-IN SUPERVISORY SWITCH 2 1/2" BUTTERFLY VALVE WITH BUILT-IN SUPERVISORY SWITCH MAIN DRAIN VALVE MAIN DRAIN VALVE WATER PRESSURE GAUGE WATERFLOW SWITCH WATERFLOW SWITCH ELECTRIC BELL 2" 1 1/4" 1/4" 6" 2 1/2" 10 12 -HEAD MANUFACTURER MODEL # FEBCO 876V POTTER ELECTRIC GRUVLOK GRUVLOK POTTER ELECTRIC POTTER ELECTRIC POTTER ELECTRIC SPARE HEAD CABINET CONTAINING THE FOLLOWING: OSYSU-2 GN7722-3FD GN7722-3FD VSR-F VSR-F PBA 2410 SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL FINISH ORIFICE THREAD TEMP. QTY. RELIABLE SSU G BRONZE 1/2" 1/2" 212°F 1 RELIABLE SSP F1 WHITE 1/2" 1/2" 155°F 3 RELIABLE REC'D SSP F1 WHITE 1/2" 1/2" 155°F 6 GEM DRY HSW F960/Q-46 CHROME 1/2" 1" 155°F 1 GEM EC DRY HSW F960/Q-48 CHROME 1/2" 1" 155°F 1 RELIABLE MODEL D SPRINKLER WRENCH 1 RELIABLE MODEL RC1 SPRINKLER WRENCH 1 AREA DESCRIPTION ENTIRE BUILDING SYSTEM NO. 1 AREA SQ. FOOTAGE 34,544 NUMBER OF SPRINKLERS 365 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .25 GPM/4000 SQUARE FEET ACTUAL DENSITY: .25 GPM/4031 SQUARE FEET DEMAND AT BASE OF RISER 1335.41 GPM AT 63.16 PSI (150 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 1685.41 GPM AT 84.47 PSI (500 GPM TOTAL HOSE ALLOWANCE) 7\9 d, r - PEAK - .AVE GENERAL NOTES I ALL PIPING TO BE AS FOLLOWS STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER / PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO * 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO * 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO * 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO * 0.074 2.727 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO * 0.074 3.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 4 SUPER-FLO * 0.074 4.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE ONE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE ENTIRE BUILDING EXCEPT THE NON-COMBUSTIBLE VOID SPACE ABOVE THE CEILINGS. SFS WILL PROVIDE ONE HOSE RACK SYSTEM TO COVER ALL AREAS OF THE BUILDING. CLARIFICATIONS ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F TO PREVENT FREEZING ALL RECESSED PENDENT SPRINKLER HEADS TO BE CENTERED IN THE 4' X 2' CEILING TILES EXCLUSIONS PAINTING OR LABELING OF SPRINKLER PIPING ELECTRICAL WIRING OF ANY KIND STRUCTURAL REVIEW (AND ASSOCIATED COSTS) TO DETERMINE IF THE STRUCTURE IS ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM CENTRAL STATION MONITORING EQUIPMENT, WIRING AND MONITORING UNDERGROUND PIPING DESIGN CRITERIA: (PER PROJECT SPECIFICATION SECTION 15300 PARAGRAPH 1.05.C) RECEIVING AND STORAGE OFFICES AND STORAGE .25 GPM / SQ. FT. OVER 4,000 SQ. FT. .15 GPM / SQ. FT. OVER 4,000 SQ. FT. TUKWILA FIRE DEPARTM Please call: 575.4402 and give this job No, Cr S 6\c‘ and exact address for shute down or restoration approval; r" FILE METAL DELKIti oVE12 VINYL. - FAc Eo SATT - IN�7Ut_ATIO1.) ON 22" 54 -le J0iT5 F42.844.4‘ [..7 0 N 21c.1II7 FRAM►%S 8., cMI.1 WALL. ACCEPTED WITHOUT COMMENTS. �4 AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this A-303dtance and will require a resubmitLJ of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: 1.12 ( LBY CITY OF TUKWILA 575-4407 A.G.-I- -+ 12'-o" -- INTEr21OR PARTITION WALLS COLUMNS SLAB ON 6RAl7E BUILDING CROSS SECTION NTS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORFICE SIZE THREAD SIZE TEMP RATING QUANTITY TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION CONTRACT WITH FERGUSON CONSTRUCTION 7433 FIFTH AVENUE SOUTH P.O. BOX 80867 SEATTLE, WA 98108 PROJECT MANAGER : PHONE : FAX : SUPERINTENDENT : PHONE : FAX : KEN LORENZ (206) 767-3810 (206) 767-7342 RON SMITH (206) 575-7973 (206) 575-7975 JAN 2 4 1997 I' SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT PRICE COSTCO REGIONAL yl OPTICAL FACILITY 1141 SAXON DRIVE TUKWILA, WA DESIGNER DATE SHEET JOB NO. MIKE H - 20-97 C- 691 c1 N 1 N N N t4 I C4 C4 HOSE RACK -3 0 Co 2-8 39 0" D 11 381 -o D 11'-c>" 351E:- O" 0 391-0" 3'10" s 31- 2" BI- 011 31_1011 1 N 8 -0 11 81 _ 2-" II 8 - 0 10" I- " 22 1 " 8 - d 0 0 0 0 0 AUXILIA2Y 17RAINS - I PO L, , 1.54 BUSNINCa , 34 (SHo) , 34 BALL VALVE , a4 PLUU. ('TYPICAL (SS) PLACES MIN 0 0 0 0 0) 0 • s s 0 r loll 1 " 13 - N -2 01-10" 81-c:)" 1-O" O' 0 1 -01 fi 38'-#0" 8' " cos -2" 2 10" 81- 0" 0" gr_ 0" 3 - lo" a._O" O" 8Lo" 3'-2" -) 8 -01 351-4" 2_8" 0 14_Co" AFF LOAF "INE4 DOCK Emsmm=aa=== NENEEmm=m111111 im esimo 1 ENTITTErmimii=' _ ` _ K- B .10 T A IM mm EMAINMIENIIIMMIIIIM IMMIIMIENEIE ErgillillaMINIE IIIIPM 18 M IIIIVENEI BOD d D=PPMEtal... 4EPIMMsoNNMNIhi 1- O to 103 BOD 1 ,6 1 s 1 O tl N 4 0 ) 0 0 11111111 BOJ IZ Co -(o 112 2-41- BM 4 0 8-0 I BLUE r co -4 N _c1 1 1 ' _ 1-8 U -o t- _#.1 ' N 1.0 FLUE 1 0 0 0 0 0 0 0 0 0 =it I d 1 I II() 4-1 =oda= BMW IES _11 igi 11101.- hla 1 . 1 i 1 1 • 1 0) _d N RED Co I 24-(a IM SEA DI 1 N 1 N cd U► s 0) 8-O 8-O N / N N d = -N 1 c( 1 g — 1 1 EMI 1 1 3 WILIMS GilliMmou ) liIMP li _ —_ 24-0 0 24-0 11 I { P FM= IllOpmilIMMIIIII _INIM1 ME 11Eall=111IIII 4 all lal= IMMEIMII =II 1 0.1 0 I« 1'; a - I ' O mireMIE N = N 1 dIN BOD -It I d N r Al 12 24-0 BOJ 0 N 3 li . 12 3 -Co z 141'1 IL. N 1-l0 4-2 _N 1 o .+ 9 0 N s—}` N III \is 1•' 9 0 9 0 112 0 d 1o = 11 0 -N 0 ) 0 _14 0 I■Z■M!!-M111111111 L 0 0 1 N® \ r — 102 6--0 d 2 -lo 11 0 113 11- o 1 -o li 101 110 N 11 — 1 — N 0 GLUE o 0 _N 0 REP 0 -N 0 0 0 era r _a N HOSE RACK - I 0 tim PAT 21-0 0 0 HYDRAULICALLY MOST DEMANDING AREA: SYS# DENSITY' 32-5 GPM OVER 4CCO SQUARE FEET SYSTEM DEMAND AT BOR:13.4- GPM AT (03.1lo PSI (INCLUDING 150 GPM FOR INSIDE HOSE STREAMS) BOD ,)o mit1 0 • 115 4 HANGER LEGEND SPRINKLER PLAN 8 16 MI IIIII NIP 1 FITTER / LISTER NOTES 1. ALL BRANCHLINE HANGERS TO BE 16" TYPE D. 2. ALL MAINS TO BE INSTALLED 9" BELOW BOTTOM OF JOISTS. 3. ALL RISER NIPPLES TO BE 2(0-3) O.N.O. TYPICAL (29) 4. ALL BRANCHLINES TO BE INSTALLED 18" BELOW BOTTOM OF DECK. 5. ALL HOSE RACK PIPING TO BE INSTALLED 5" BELOW BOTTOM OF JOISTS. 6. ALL HOSE RACK PIPING HANGERS TO BE 4" TYPE D. 7. ALL RECESSED PENDENT SPRINKLERS TO BE CENTERED IN THE 4' X 2' CEILING TILES. 8. LATERAL AND LONGITUDINAL SWAY BRACING HAS BEEN OMITTED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6 INCHES LONG. PER NFPA 13, 1994 EDITION SECTIONS 4-6.4.3.5.5 AND 4-6.4.3.5.7 SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND • 114 HOSE RACK - rig PITi 12. CoVEREP PATIO to 118 0) 1 Is tiT 2-0 Immo 1 __0 T 1/ I e. REVISIONS SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORFICE SIZE THREAD SIZE TEMP RATING QUANTITY -e- 112.11 SSP WHT 2e. WHT 112,0 o Ito REC47 4S1:7 Fl WHT 340 F9too/ 0-410 CHR. co GanA EX- DRY 1-15vJ TOTAL THIS SHEET BCDS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVEFINISHEDFLOOR BOTTOMOFBEAM BOTTOMOFDECK BOTTOMOFJOIST BOTTOMOFPURLIN BOTTOMOF TRUSS CUTOFSUIT FIELDORDER INSIDEFACEOFWALL OUTSIDEFACEOFWALL NOAUTOSPRINKLERS UNLESSNOTEDOTHERWISE -o CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION CONTRACT WITH FERGUSON CONSTRUCTION 7433 FIFTH AVENUE SOUTH P.O. BOX 80867 SEATTLE, WA 98108 PROJECT MANAGER : KEN LORENZ PHONE : (206) 767-3810 FAX : (206) 767-7342 SUPERINTENDENT : RON SMITH PHONE : (206) 575-7973 FAX : (206) 575-7975 2.-0 CO -10 DIM 'A' SPAN BETWEEN JOISTS SEE TABLE BELOW DIM 'C' NUT AND WASHER WELD TO EACH END HANGER RING 90' OPPOSED ATR 1\._ TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) \ PIPE TO BE SUPPORTED \-(FOR SIZE AND SCH SEE TABLE BELOW) BAR JOIST HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE DIM DIM TOTAL LENGTH OF TRAPEZE PIPE MAXIMUM DISTANCE HANGERS SIZE SCH SF SCH 10 SCH 40 102 OFFICE 8'-6" ACT RECESSED 2 103 PRODUCTION 12'-0" ACT RECESSED 100 104 SUPPLY 12'-0" ACT RECESSED 77 ' 105 RECEIVING 12'-0" ACT BOTTOM CHORD OF BAR JOIST RETAINER STRAP H ANGER T GRINNELL FIG. 92 /UNIVERSAL BEAM CLAMP A ATR SEE TABLE FOR SIZE HANGER RING TOP CHORD OF BAR JOIST METAL ROOF/DECK RETAINER STRAP ROD PIPE SIZE SIZE CEILING TYPE HEAD TYPE CITY 1/2 H ANGER T GRINNELL FIG. 92 /UNIVERSAL BEAM CLAMP A ATR SEE TABLE FOR SIZE HANGER RING TOP CHORD OF BAR JOIST METAL ROOF/DECK RETAINER STRAP H ANGER D 112" PROP SE0URE.c, TO C.0LUM1•15 01Z H OSE RACK DETAIL GRINNELL FIG. 92 UNIVERSAL BEAM CLAMP SEE TABLE FoR SIZE HANGER RING HOSE RACK - I HOSE RACK - 2 A HOSE RACK - 3 ROOM SCHEDULE ROD PIPE SIZE SIZE CEILING TYPE HEAD TYPE CITY 1/2 H ANGER D 112" PROP SE0URE.c, TO C.0LUM1•15 01Z H OSE RACK DETAIL GRINNELL FIG. 92 UNIVERSAL BEAM CLAMP SEE TABLE FoR SIZE HANGER RING HOSE RACK - I HOSE RACK - 2 A HOSE RACK - 3 ROOM SCHEDULE RM # ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE CITY 101 MEMBER 10'-0" ACT RECESSED 4 102 OFFICE 8'-6" ACT RECESSED 2 103 PRODUCTION 12'-0" ACT RECESSED 100 104 SUPPLY 12'-0" ACT RECESSED 77 ' 105 RECEIVING 12'-0" ACT RECESSED 130 106 OFFICE 8'-6" ACT RECESSED 2 107 OFFICE 8'-6" ACT RECESSED 2 108 COMPUTER 8'-6" ACT RECESSED 1 109 MEN'S 8'-6" GWB SSP 4 110 WOMEN'S 8'-6" GWB SSP 4 111 JANITOR 8'-6" GWB SSP 1 112 MAINTENANCE 8'-6" GWB SSP 7 113 LOBBY 12'-0" ACT RECESSED 2 114 BREAK 10'-0" ACT RECESSED 12 115 COMPUTER 8'-6" ACT RECESSED 2 116 ACCOUNTING 8'-6" ACT RECESSED 2 117 COUNSELING 8'-6" ACT RECESSED 2 118 ELECTRICAL 8'-6" ACT RECESSED 2 Vtiatbington Surveying & Rating Bureau PLAN REVEWED AS NOTED SEATTLE WASH. An coalmen -it and acceptances rilate exclusively to relative effect of Various conditions upon fire insurance rates. They are not to be con - staved as bearing in any way upon the questico of whether "due care 114st:teen exercised with respect to possible liability for personal in - knelt in loss .still SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206)926-1880 Fax: (206) 926-2350 PROJECT PRICE COSTCO REGIONAL OPTICAL FACILITY 1141 SAXON DRIVE TUKWILA, WA DESIGNER MIKE H DATE SHEET JOB NO. 1)(4 i•Iccm.16 e• 11/40 Ar-` 21-12"0. IIEUttrIE oc. Ser. Drciald PEP P A, 11 'ST re, Rr INsTALLED TEsTir) i Et-rcr Rie MATER_NALS TO ME U. Lov r. M. A Pi3trAir_ Sca : ORD. 14A-2..Ae Pr 131.1( 5C1-1 4 •"/ Ecl Inc- a rb. MAta,Clfts tvEt wog.k_ N.TP C.A.J..,ont- Aero SCOPE : klaD_ M PE r.) dr HEAD 6 NEVI 1?00 Lt GU Kt : VIKIKIG Mom 't,"\'`ic 1550 7-0-TAL.(1) The drawings affixed hereto have been reMewed and accepted by the City of Tukwila Fire Dlipt.. Alditions, deletions Or revisions to th • ',wings after this date will void th: .-t Ince and wilt require a resub.%.1.. revised drawings. Final =110*w:a is.vablect to field- it*ecton by a regresentative of this derortment N 14-0 2-0 r z= RFri EcTED _CElL 32Rt NKLEJ _ PLAW �� LE /4 " - 174 -o 0 L�- IZ-o NEW GE IL ELEV. = 1120'' /2 cNIE2CAL Nc..1 ► E5 5P2tN t: -7- (7:9' ryP 3z L7 C P 1°Aux CR vA INi aith LAN t< r 1I 11 WIT L OC CPrJoPY 24SI-©" MRTttt L► ► i E.11 - 11 li 11 T i ExAm f4_M PO i SEE SilEET 1 orZ. -2451-au 1 NSW CANDPY l\DDsTWDAI YR" = t-0 t EC)&L of- (Ago Pt 7 4 5-0 (TYW 3z F1- 3 -1u ? If I! I) i.- RifAL via STATi C Ess 153 LB 0, __Lear_ _. 4 S... _ Sr_ b - f t -O 14 t X 1 G S 1N- y a r1U- V'1 L►=L IriECFI 1T E isoLo a 2.Y L3 t1 To ZJz_ iltL TtZ t'i(Z3 ZYzx 2- izE©- t o u P. (4) 2_ ' -NE\J C( z 12 -_Fto -TnON - 1crILE : 118" :7 i'-- 1 7- 8 f f\l»t tr. vR ‘NA U_ /SiDELd/Alk' SEc17 N `A A1/5 Cn-CJz riATE PIPE-E2EV. "/ joti 5U PT: ___ -,--s_ rj f 1 rk 0713 I 1/1 P iD. . 1 i -iVtC 4,. )441" CAP ,a1C f 0 ; 7-10 5PRd rR Thi G RAM fes. CP1LE t. crl Y I i GAGE. S it zTE ic,cb R, WALL / 4'- •• 1 i 14-0 -a N ID 1 07 i NEW 1220 ot.)cr COOLER o 0 t " r * 4,. 4-a ,' 10 -o )4 q -0 0 RU IJ t..w g s e t -o" A q r L, F1ZEEZEf (64:oLE2 t t R'15 r.Ec Vic' t X+ • { o -o MUNI- £ooLE . 1^4 r''AuX EC- VA _-__). li l tN/, /0/4 t yy 1 i %i 3h 10 -o CesA- 1, 1 13- 4 1'/s ` i + 410 { o co'- oM 13-a 1!4 /3-4 / Om_ Zt-o z A11— : 4 -o f 4 i 1 3 E Xt ST WA LL 12-v kxtST CELL Nrv.t CT_ %L ST t.,2`' 41111mm .1. NE\tJ v,I1V 1 I 1 \11 { 9I I"AUX CZ it F MEVV = EAKEr;t-1 Ft-EaEZ g..1 hi Li Nr e t-o=fA S4E W)IT 12-E /Z-9 S ALr ;18" - 110 12-8 tz-e 71/4' 33=1 r/L NEW COOLERS MEAT PREP SCA E YQ =t -o" 4:' _ NC—x.14 5I LE S SEAL Yg'` = I- o" (DX' !%t Au/1412r tt <friAr SPz►Nit_ixa St(STEK Dcs161J I 1? F P.A• 115- 5 lisr.Ta T`u sr ALt.E f TESTE t BtfAcro 1%-z titFPA " 13 "P1 P E- To BE RIX . H 4,t5 '' E C I rri t S C. L ifZS Pi Ps Sta4 t -f A-z"-ra_.O tat p1_ 1-4D - A 1..—r14 o Q t r'? M tcvU 1 t. U, - D 51-rED L.I143ES =lJOiCA -T, CariSTtNv Pi Pt! - - 5o1-1 0 L1 n3ES -rio +c.a rz W A./ Pt 133_ H4-NG-FZ5 `, 3/8 G.S. TZo"'f SwIJEL fZiN6s LE &FA./ _ - t /A`? Esc $CZ' tkGc UP 1Ct. AC 4 Vi A K FPt TtI Q U f V..€ Sr 1t Cy' 41• ' 1-4 -- rf -f_ s t r_ t COSTCC WHOLESALE - REMODEL 1160 SAXON DRIVE, SOUTH CENTER -- TUKWILA, 1NA SYM 0 4> VIKINGMODM SEMI REC PENDENT 1/2 CENTRAL mOD-A1-1 PRY PEND 4 GRINNELL MCD FektiC-48 DESLGNER DRY HCR?. S.W. HEAD P.' VIKING MODVERAS PEN' PrA 155° 25 1/2 1155° 32 TCTAL THIS SHEET ICO PROTECTION GIG HARBOR, WA 98329' PHONE 857-5222 . SHEET OF R ti Ir w 0 HANGER 1� U–HOOK 'J -HOOK HANGER 2W COACH SCREW COACH SCREW ROD ROD COUPLING ALL THREAD ROD PIPE RING HANGER 4C CONCRETE ANCHOR CONCRETE ANCHOR ALL THREAD ROD PIPE RING HANGER 5W, 5C, 5S SIDE BEAM BRACKET' SIDE BEAM BRACKET (CLIP) FASTENER NUT AND WASHER ALL THREAD ROD PIPE RiNG HANGER 6W SHORT STRAP r FASTENER �.! SHORT STRAP HANGER 8S NUT AND WASHER �j HEX NUT AND WASHER ALL THREAD ROD PIPE RING HANGER 10S TOP BEAM CLAMP (INVERTED POSITION) RETAINER STRAP TOP BEAM CLAMP (INVERTED POSITION) ALL THREAD ROD PIPE RING' _HANGED 11W, 11S CEILING FLANGE r 4: CEILING FLANGE FASTENERS ALL THREAD ROD PIPE RING HANGER 12S TRAPEZE i NUT ALL THREAD ROD PIPE RING HANGER 14W, 14C, 14S EYE ROD E'i'E ROD ROD COUPLING ALL THREAD ROD PIPE RING SWAY BRACE SB -2 }"x 4" BOLT NUT & 2x2x} SQUARE WASHER SCHED.40 PIPE 14" X 9'-0" UON SCHED.40 PIPE 14" X 7'—O" UON FIG.1000 TOLCO FAST CLAMP TOPCO QUICK FOUR WAY TOPCO #225 QUICK END 12) #240 W1 3 AC -K4 T'a r3E c7-tMO'D () 4CLUDING c izgpS A?PROX. c1U 'PRjNK& T?, ONE -.CUR / KMer SAf ES s Est I FLEX ( M.49E?Sr0P Et- SEC- TY CAGE _AC"' P1PS :�S_S -••P,F�S ^a Gel 1101111, WW1: 1111011011011. je e.,yP �e ^Pi S Li�I --- x. Nn Cy\N r>,'" 4__ r,u -;:.Pat.= f S"C s�E 1 woe x t 4 Y «C vo^Y'=No a=te =ys PR w'�S —4 f \MTS. 1 sINa,sssaC-e • s' c SC)Sr1raL TIRES T1P.ES SEA 4- " S �i^4Ar s.c'llerl I CI FLR417:,P: vA.Ya'<S -c -S RN! 1!4= Yc.--- _ ,Petit' iA= v rZIQ _t'_3�RC SWAY BRACE SB -1 }"x 4",BOLT NUT & 2x2x} SQUARE WASHER SCI—ED. 40 PIPE I}" X 9'—O" UON TOLCO FAST CLAMP TOPCO #225 QUiCK END F G. i JO .TO 1'1.4"11'F_ 'E L'NE 165498 SITE DEMO PLAT IMPORTANT in localities subject to freezing conditions. it Is the owner's responsibility to provide heat throughalut wet pipe sprinkler systems areas and In enclosures for dry pipe deluge and other types of valves controlling water suppl les to sprinkler systems. This drawing and the information and de-slgn application herein contained is the property of Grinnell Fire Protection Systems Company, inc. and/or Its substdtartes mnd is loaned upon express conditions that the same be returned to3 GFPS upon requests all information herein contained shall be treated as secret. and confidential, no reproduction of this airawing or any port thereof shaft be made without written consent of GFPS. Created by the Grinnell Design System Ct~."AII rights reserved". Copyright by Grinnell Corporation 1990. NO. Trgsggv7-&-- AUG 251905� AJ LD m BILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give thisjo No. S- g Z/3 and exact address for shut, down or restoration approval. KIT'NEN CABINET ACCEPTED WITHOUT COMMENTS. EI AS NOTED IN RED ❑ PER THE ATTACHED LEITER The drawings affixed hereto have been reviewei an 1 accepted by the City of Tukwila Fire Da dt. A laitions, deletions or revisions to t,i ;se .:Irawings after this date will %toil t`iis 30ce .)nnce and will require a resubmit -LI of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: CITY OF TUKWILA 575-4407 v 7 eta I i<A C sr Kr r i YP CAL. 'rttg.E. L uf.3.....'whG1�.'S ) DEMO l3AGKTU SN PLUG. TYP (5) t .L 7-4 ax: F -� ! ? ,13 a ©, 3. / 1' 15) ` I T.\ -4 TA ) / I0 .3 0 , DROP to RACK CITAAiL N T.S \ T Yr 1CAL U O N CONTRACT RESPONSIBILITIES ITEM STREET 'CATER CONNECTION UNDERGROUND WATER MAINS EXCAVATIONS G F P. S OTHERS TYPE ;IF10E SPRINKLERS TEMP. FINISH Fl F'LAN s`ALE. I/ - 1 - O' CANOPY SYMBOL QTY. ) DATE BY REVISIONS,- SEE FLAGGED AREA ON PLAN A BACKFILL WIRING — PAINTING 1111111111111111111. ...,41111111 Tie" L THIS= HEFT SYSTEM TYPE WEL_ _ 51 DELUGE0 DRY ❑ PREACT I ON[] APPROVALS OUT OUT OUT OUT iN 1N IN IN l DEMO 3 RP%GK'S OF 5PFZI►4KLC.z5 APP Rog - 10 i4DS. 'rasa"' / GRINNELL FIRE PROTECTION SYSTEMS COMPANY 1215 CENTRAL AVENUE SOUTH SUITE 128 KENT WA 98032-7425 CONTR LIC # GRINNFP137LE TEL, It (206) 859-5066 (206) 874-5010 FAX (206) 859-5255 CONTRACT NAME' GOSTGO DeMo L(rio14 IIC(D 5A)(O1' DP TUKWiLp. CONTRACT WITH: DESCRIPTION: rIIZe 5P Rill - Ki R . D MU PLA SCALE: ,h 1 'ir HECKa a : ``,-� SYSTEM DESIGN DATA ,A ARD rLASSIFICATLCNs SYSTEQ AREA: ,YDRA'1L C ,DENSITY, AREA OF APPLICATION: TOTAL SYSTEM FL UIRFSENYTS: MATER SUPPLY I GPWSa.,..FT: • FT. NOSE w: M. AT PSI AT QIMA'fiONt STATIC PRESSURE SO. FT./MO. GPM P5, DATE: THEA PLANS PREPARED AT KENT fNG14EERING DEPART1ENT DRAWING NO. FPI or. B D E F G H 1 re z -it7"I- W/NTScz. rt oW 9E?fcC.To2 4' Q.t L1A'3L E r -/i004,1- \ AL-At'cr.4 vf*wo• 153 I� (o - TA' i> q' Vic. Gv�.�-+c.�E Avo.vT�rL NGEUDING WSRB RED MARKS ?rvG-5-TANt7 46,6.4i owl CAZ.v.DE. t O \././S -GT- 2i -r--,.. tz PSI -4\A L p t a" _ r' WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. ? t . 1 5 198 As mpetmg recoregierifkiiihis Bureau tor classification as however, system clhanges'or additions as recommended Dili t sheet(s) will es,ylt,ummpet2ved4ete Acceptance appliee submitted and con Gt uo,.7ed�bl:cuparty-shown thereo installation subject inspection for final acceptance. i'L 0 -1. id tll It ]3 i " Dlirime f - 1 ` - -- - \+Z= - t'2.�'}�i, 1 - 8-Q i -3 3 ;�u O LL N _ tt r So -or -- rl `40/2 ,—Ilt -- 3, 1-A fi Tlr 3 8-cs J 8-0 s VI FL ftTZQ 1 �- O -• -8-s N"\')r" ---1'z - -; - h,F ,< , z ? H /o -t./a � 0 3.ii r.I4'- 4,____T__ ' tai €_A 9 \S£2. OCTA , EO \ inklere •;+ attach plans ds t1 Etntshxt. All comments, approvals and acceptances relate exclusively to reiet1 effect of various conditrons upon fire insurance rates. They are not ti be construfa; as t'c:nne in aly w„y upon toe Gir'sttca of whether"due care" has b:.' exerats ti w,th respect to possible I,attutty for personal' Injury or damage to property. It is recognized that hazards which mer vault in loss still exist PROPOSED DESIGN PROVIDES INADEQUATE PROTECTION FOR WAREHOUSE OCCUPAr4CY RECOP/.,,CNV:0 THAT SPR'NKLER SYSTEM (5) 8E 1:1 _:RAULICAL Y DES.GNLD WH,CH V JLD RESULT IN SU8STANttALLY IMPROVED RALES ry7 o. 1- 2- (off ) rr A+ r tiz 7 O -0 1` z 45• es TIr- 3 #110 '1-9 PIT 3 eoe 17_ pi -7" o1 �.r._"� -€ €._._ , f ! P !L P , f 1 �o� -TAY 6' z.VL I, - t`2 _-_ i - - r O �s l L - S l t Z _ ! • ` - 3 r7T 107-133 • ()i " o (Ila, -)g -A, } cs.63, -cis, +'Z 0-(o ! _ -s _o _ w1 41/ 1�_£ t- 1 - z (1, iaAuK o2 v.s, "i 140:4 gig --" ?"Pink.,, J _ TIL- -- 8-0 J o CEO I , 3 -be _ JF 7 wjb 3- 1 0O ‘'''' goP I1(fT7 1 t'LAG.1C .#1„p1 , " ‘1%144 YL 33� ~ 1-141►1 �Pv2utd .. /,:;71.1,, " f -- 1`' t sr --o C5-` F_ N.Z-- 13-- - (‚-4'1'7r - t+L - ` -8-0 ATU-1L► Nue. 2 _ {;-3\'°. s -o TIP 04-1 3- 0%. - 111. S- o J totr 1 2AG.K (3)/ ld11"°c' } ' c ;' 12 -at- . " --•-- lit ---a 1 atz - 1-, PIT 'RE -ME Atz�. 'M� >t-1PA9�. 1�► "CF{tom Si:ACAL HANG X14 GALGAx.ATEp TO 7,Z.o.Ape A M+...x '.4 'P o 22? ,t 0 -Le C1-7: It Ntur AcTIZ RD.UC S zTtoN -,'A.E'3'$ =1'-0" MAT4.1-it .1N 1.33 on - 1.0 rair t - I Bit DIPAIMIT MVO IO WITNESS Tit FUN= ltSTS: 4 I 1. lagoon' 111021 iitspOS I- 2. Uniergwai llyinstatit tol TA if 4- / J INCLUDING VISRe \,;e 'MYRA FIRE DEPARTUERT 4D+ 40/ Ale TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 877112 and exact address for shute down or restoration approval. ACCEPTED El WITHOUT COMMENTS. S NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field. inspection by a representative of this department.> - DATE: BY: 575.4407 RECEIVED 'TUKWILA FIRE PREVENTION BUREAU t400. -f- Ful4c-s-tScs FITTING LEGEND VICTAULIC FIT" A HANGER LEGEND COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EY -E ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR .11-1.- 2 - WAY EARTHQUAKE BRACE + 4 - WAY EARTHQUAKE BRACE „.0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE • 2 116 "i3 SPRAY 1/2' 4 17 32 SPRAY 3/4 SIDEWALL 1/2' —2 DRY TYPE • TEMP RATING 212' 0. es 500' 1/2 1/2 cio 1/2 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE. TYPE & FIPOSH QUAN TEMP 2,09 TOTAL APPROVALS REQUIRED MICHIGAN 'SLIP LOK" SN PIPE -O -LET SHAPED NIPPLE ITT GRINNELL "EASE -TEE" DISTRIBUTION QUALITY CONTROL BY APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3-10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 1 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 3-12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER - SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 01-Hre--c- 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY ca-il-ter•-o 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED By DESIGN CRITERIA AND PIPE NOTES we -sr -sloe eE REVISIONS MK DATE BY A A CONTRACT WITH cat P-1 vaglts CONTRACT NAME. FIRE swum DESIGNER I DATE SHEET I JOB NO. DATE DVANCED FIRF PROTECTION INC. FAX TRANSMITTAL TO : TUKWILA FIRE DEPT. ATTENTION : FIRE PREVENTION TUKWILA FIRE DEPARTMENT Please call: 575.4407 arui give this job No. 91 -3 -OF and exact address for shut- down or restoration app FAX NUMBER: 1--200--575-4439 COST c p //Go SAi4t11, 77R REGARDING :.-ecOS-1010' SOUTHCENTER SPRINKLER SHUTDOWN - SEE SKETCi1 INCLUDED FROM : ED MCCAMMON COMMENTS : On 7-30-93 Advanced Fire was asked bv, Dear! CDSTCW Hudine at-Cossi:t- (S,9uthcenter) to plug off two 3" drops that aup91Y two separate rack assemblies at the Southwest corner of Cosco. Dean gsk d that the work be performed the morning of Tuesday. August 3. 1993 at 7:00 -,go that sY cQul $tart disassembling the two racks op . edneiidaY,,, Pl Qa re i eaue system shutdown # so this work_Ran_kftaulformed, Please call if you have a,ny Questions or if You have any problptmg. with the above schedule NUMBER OF PAGES THIS TRANSMISSION:__ ,_INCLUDING THIS PAGE P.O. Rox 1543 • 19738. 144th Ave. N.E. • Woodinville, Washington 98072 (206) 483-5657 • Fax: 483-5077 YoCV_ fcrreg{fi C Alt, I0 1 KlIt.k^) r. f •. r cw al iri 1 1 44 )bC 1)(P 001tL Itt6$4.gt to ,e? (0k6(& 'Vol Q,-u6tt)tr t,noo{iy? i 6 r C.rL -rb Ct,i VJ'CrAr "Tpv tr3Sgi. E(c• • • I AREA oF { 1. , 3'' PRO P 1 1 Riicw; "T i VcS11:0 f 2 X J • 1,'-ve, .'r/e l Mlle . t,.JGIcIA Au4:b F,, 1 'rrl •s 1 j'ilS,,mx_ 0I^(tC/SEu)+t'ts' ftC J ("') ;'(r(t I. t'rPZ .Iv c, Ct. S +Ai.lrl,lk rcE 0 ;rrr,_k rP( n ,r 6/ tA0)5C tprn f 1+)u,C w►nQ 44C a `!4A F1R .DEPARTMENT' G& i,:' i r oar I'Ior--,E No. ,';fi: I' • 11 .§torcis • /0 ° /` ` S vatt-rvQt' ;e.474 01,0114,t b 3 (Moe TOMOTvE PANEL WATER HEATER ON MEZZi EXISTING ELECTRICAL DEVICES IN EXISTING WALL TO REMAIN. IN OPTOMETRY AREAS. POWER PLAN W/ ELECT. BALLAST. TYP 3 TO EXISTING NEARESt OUTLET; • UTHONIA 2SP6440 - - Al2.125.120 4-35W W/ ELECT. BALLAST TYP.4 RELOCATE: EXISTING UGHT FIXTURES D REROUT AND EXTEND CONDUITS AND W EXIST. 1200A, 208/120V MAIN BUS PROVIDE 'LIGHT SWITCHES AS SH ES AS REQUIRED. WN. PROVIDE LIGHTING PLAN EXIST. 1200A, 120/208V, 3-PHASE, 4 -WIRE ON SOUTHWEST CORNER OF THE BUILDING 200A/3P 200AF MAIN DISTRIBUTION 2-1/2"C, 4#4/0 THW CU (±600' VERIFY) PROVIDE A 200A/3P SWITCH W/200A FUSE TO EXISTING 200A SPACE IN EXISTING MAIN SWITCHBOARD. . ONE LINE PIAGRAM scAm. NONE PANEL PANEL LEGEND FLOURESCENT Lit I -IT FIXTURE SUB -LEITER INDICATES CONTROLLING SWITCH, Q CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) SINGLE POLE SWTCH, +48" SINGLE PLUG-IN RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTiCLE 0 JUNCTION BOX, SIZE AND TYPE PER CODE FUSED DISCONNCT, COORDINATE W/EQUIPMENT SUPPUER MOTOR CONNECTION AS REQUIRED V TELEPHONE OUTLJET WITH 3/4" CONDUIT TO CE1UNG SPACE OR AS SHOWN CONDUIT IN CEIL,NG OR WALL, 1/2" MIN. CONDUIT UNDEKROUND OR FLOOR, 3/4.- MIN. HOME RUN TO FANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS faLfc INDICATES WIRES1, AND CONDUIT OTHER THAN12,1/2"C C METALUC CONDUIT, PVC - PLASTIC CONDUIT FLEXIBLE CONDVT CONNECTION AS REQUIRED ftJ TRANSFORMER BRANCH PANEL E 1 MECHANICAL UNIT EQUIPMENT IYPE WP WEATHER pROOF, CO. CONDUIT ONLY +4-13- • INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET CENTER UNE ABOVE FINISH FLOOR COPPER ABOVE FINISH FLOOR • • LLJ td CU A.F.F. DLI EQUIPMENT LIST S/S HAND SINK HATCO PIZZA WARMER, SLICER SCOTTSMAN 1 CE MACH I NE AND BIN STEAM TABLE AEROHOT TRUE 2 DOOR REACH IN TRUE I DOOR REACH1N TRUE SANDWICH TABLE TRUE PIZZA PREP TABLE THREE COMPARTMENT SINK HATCO BUN WARMER M I DDLEBY MARSHALL PI ZZA OVEN BEVERAGE D I SPENSEF: S/S HOOD FOR PIZZA OVEN CASH REGISTER STOELTING YOGURT 4ACH1NE PASS SHELF • S/S SHELVING COUNTER IS 20A/IP DUPLEX RECEPTACLE 30A/1P SINGLE RECEPTACLE 30A/2P SINGLE RECEPTACLE 20A/IP DUPLEX RECEPTACLE 20A/IP DUPLEX RECEPTACLE 20A/IP DUPLEX RECEPTACLE 20A/IP DUILEX RECEPTACLE 20A/IP DUPLEX RECEPTACLE 20A/IP DUPLEX RECEPTACLE 20A/2P SINGLE RECEPTACLE 20A/IP DUPLEX RECEPTACLE 3/4 HP,I20V 5A/1P I SOLAI E0 40A/2P SINGLE RECEPTACLE 0 I L;2 : te) ' • [5 ! __Z 3 .D 2 ! c2i . 8 ..‹ -. us'. 0 . a) la .....,..1:-i-zi .. 2: I._ 0... 1.,; < Es -c, • -, , -• vain5c: ::.1. tn:. ;n° !:' O."; : oi ; (...,6t-5! i:': 'c<in:: ::. 11 ILI • ii..! 11.1 i ,. 0 . )-- : - 11 VERIFY EXACT LOCATION OF ALL OUTLETS IN DELI BEFORE INSTALLING. 2 E.C. SHALL PROVIDE: MATCHING RECEPTACLE TO MATCH EQUIPMENT PLUG. 3. E.0 SHALL MAKE FINAL CONNECTIONS FOR ALL EQUIPMENT (MOTOR, FAN, STARTERS, ETC). 4. ALL MOTORS AND APPLIANCES IN DELI SHALL COMPLY WITH ARTICLE 422 AND 430 OF LATEST 5. AC -I AND MUH ARE ON ROOF. VERIFY EXACT LOCATION WITH M.C. N.E.C. • ••11W -4.- f WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of TukwilD Fire Det. Additions, deletions or revisions to these -Thmings after this -.1 date will void thi5.3.:c,etn.-.:e and will require a resuorntiul of revised drawin Final acceptance is subject to field - inspection by a representative of this department DATE: 1••••-- BY: sa_ PANEL: DI 208 / 120 VOLTS, 3 PHASE, 4 WI RES 225 ACU BUS M. L .0 TOP FEED, FLUS -1 MOUNT, SQ -D NOOB CIRCUIT USE OA KVA OB OC BRK CKT N. BRK OA KVA OB OC CIRCUIT USE HATCO BUN WRMR . 0.50 1.50 20/1 I 3 2 4 30/2 2.60 2.60 ICE MACHINE STEAM TABLE OVEN HOOD 1 .66 5 6 8 30/1 t 0.52 0.52 PIZZA OVEN SLICER 2. 10 30/1 7 RECEPTACLES ' 0.80 t 9 10 40/2 2.60 YOGHURT MACH. RECEPTACLES 0.80 20/1 I 1 13 12• 14 30/2 1.46 2.60 AC- I REACH IN REF. 1.20 REACH IN REF. 0.86 15 16 1.46 SANDWICH TBL - 0.86 17 19 18 20 20/2 0.72 0.72 MUH-1 PIZZA PREP. 0.86 PIZZA WARM I .68 21 22 20/1 I .50 WATER HEATER BEVERAGE D I SP . 1 .68 23 24 1.00 RECEPTACLE BEVERAGE D I SP . 1.00 25 26 L I GHT 1 NG SPACE 27 28 . SPARE 29 30 31 32 33 34 35 36 37 38 . i 39 40 . '' 4 !2 9:KVA . 00 9.84 KVA KVA I 5 . 3 - 8 . 2 4 . 8 TOTAL PHASE A ' TOTAL PHASE B TOTAL PHASE C -5.7 4 . 8 5:0 10 • 13 TOTAL CONNECTED LOAD - • - - . 33 80 KVA - ' 94 A CITY OF TUKWILA 575-4407 4 TUKWILA FIRE DEPARTMENT - Please call: 575-4407 and give this job and exact address for shut- down or restoration aproval, P1,7171171 5-11: ...41041..•.I.1.0•0••••••• ..... • -• . • - - • - • • . •• • • ADDED DRY SIDEWALLS NW LOCATION OF CANOPY r ETX1IPST DRY SIDEWALLS TO STAY DATA SHOWN ON THIS SHEET MAY NOT $E USED IN GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER NFPA 113 - EXIST CANOPY TO BE RELOCATED EXIST DRY SIDEWALLS TO BE REMOVED NEW FULL HEIGHT WALL 2 ALL MATERIALS SHALL BE NEW AND U L USTED OR F M APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED BRACED AND TESTED INtACCORDANCE WITH NFPA 113 4 IN LOCAUTIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNER RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPUES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE ETRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING CUTTING OR PATCHIN TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER pa OR QUARTER POINT OF CEILING TILE 8 PIPE SIZING PER NFP A 113 ORDINARY HAZARD SPRINKLERS SYM DESCRIPTION MP QTY • RELIABLE MOD G CHROME RECESSED 1/2 165 3 0 GEM MOD F950 BRASS PENDENT 1/2 212 3 BRASS PENDENT 1/2 1286 1 0 CENTRAL DRY PENDENT 1/2 212 1 D CENTRAL DRY SIDEWALL 1/2 165 4 TOTAL THIS SHEET 1 1` i 12 isy AYL FITTER NOTES EXIST OPTICAL DEPT FIRE SPRINKLER PLAN SCALE 1/4" = 1 -0" SCOPE CUT INTO EXIST 3' DROP INTO OPTICAL SHOP RUN NEW LINE TO FEED 3 HEADS BELOW CEILING , 3 HEADS ABOVE CEILING ALSO INTSALL CONTROL VA AND W F D TO 1 HEAD IN HOOD AND 1 HEAD THE TOP OF THE DUCT (PIPING PAST CONTROL VA TO BE GALV SCH 40) HANGERS RUN 2' LINE ON AND UNISTRUT PIPING TO HOOD ROD AND RING } TOP OF WOOD DECK , SUPPORT W/ UNISTRUT CLAMPS TO BE HUNG WITH SIDE BEAM BRACKETS,3/8 LAG BOLTS, HANGER CANOPY - ADD 4 DRY SIDEWALLS INSIDE OF CANOPY (AT NEW LOCATION) ACCEPTED WITHOUT COMMENTS AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Etre Dept Additions deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this dep rtr ent DATE 7//7/9BY ,..1,/(67 2_. ...._.... CITY OF TUKWILA 575 440/ 444. TUKWILA FIRE DEPARTIAr_NT Please call 575 4407 and the this job No S and exact addre s for snutL down or restaratton ap, va 2 FILE JUL 1 a 1992 LTE P1111) PACE CONSULTING rG R O U P 5005 3rd Ave S Seattle WA 98134 (206) 762-3400 ISSUED FOR CONSTRUCTION BACKGROUND PLOT DATE REVISIONS. H VA C PIPING PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION McKINSTRY MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P 0 BOX 24567 SEATTLE WA 98134 - 223-01 #MC -KI -N -372N0 (206) 762-3311 Soy DRAWN BY L B CHECKED BY DATE 7-15-92 PROJECT 4 McK PROJECT NUMBER sess HANGER 1W U -HOOK -BOOK HANGER 2W COACH SCREW COACH p CREW ROD ROD COUPLING ALL THREAD ROD PIPE_RING HANGER 4C CONCRETE ANCHOR CONCRETE ANCHOR ALL THREAD ROD PIPE RING HANGER 5W 5C, 5S SIDE BEAM BRACKET SIpE BEAM BRACKET (CLIP) FASTENER NUT AND WASHER ALL THREAD ROD PIPE RING e Se- uFASTENER SHORTi STRAP HANGER t8S NUT AND WASHER HEX NUT AND WASHER ALL THI EAD ROD PIPE RING HANGER 10S TOP BEAM CLAMP (INVERTED OSITION) • Z P5 ^COSI %3+z C.t. E -y vt-L. F"PZ ei Nd RETAINER STRAP TOP BEAM CLAMP (INVERTED POSITION) ALL THREAD ROD PIPE RING tiANGIIE_ 1111 11S CEILING- FLANGE CEILiN4 FLANGE FASTENERS ALL THREAD ROD PIPE R NG ELEVATION HANCTER' 15 _ No 5C4L HANGER 14W 14C. 14S EYEOD ® EY RO ROD COUPLING ALL THREAD ROD PiPE RING SWAY BLCE SH -1 4 4 BOLT NUT &2 24 SQUARE WASHER`'. SCHED 40 PIPE 1+ X 9 -0 'UON SCHED 40 PiPE I4. X 7 -4 UON FIG 1000 TOLCO FAST CLAMP TOPCO *240 QUICK FOUR WAY .-i 0 1 CANOPY MAT E.2IA L. 1 AS rat REmovEl F ort TN i5 DV!' C- A o NOT ACT' A5 AN tOfa -rluJc - -no N 1D SP2AY PAT-rERt4 (`TMP GA<t, ao'R-I S 17,E5 7 EXIT 1 N6 GAN OP I ACCEPTED WITHOUT COMMENTS AS NOTED IN RED ❑ PER THE ATTACHED L The drawings affixed hereto have been reviewed and accepted by the City I Tukwila Fire Dept Additions deletions or re,h ions to these drawings after (tris date viii void thi a ept n 4 and will require a resubmitt I of reit ed drawings Final a eo#an e ! shject to field Inspec*i n a re,gesentative of this dep rr ent DATE ?./3 - BY S'i CITY OF TUKWILA / 575 4407 N1=v t C.bNOPY NI=W 6ANOP'( SITE PLAN TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No.7-3"y5do and exact address for shut N OTE S down or restoration approval. t) tzJ NNELLS CONrcA Cr INVOLVES Pilau/17E 11\ DRY -117E -WI LL PPzOTlc.Tt©N Foe - (z5 NEW 1=,41,gtZrK_. GANopJ .5 -rep QY FR IT F.-RTZ4N6E. 2F 1:3(..2 l4 .W To EKY N E647 5Y'ST - ORIST!a PIPE. E. &JAY SiDawALL --4- NEW PIPE. t 212Y 61i7E-WALL 3) NEW W0046. De61G-N W ANP To 13E. A LL W17 VE NFPA 13 III I kW ILA F re -r- c7 r Izlzv i l2_w e. APP>oo v .L TOPCO 11225 QUICK END (21 FOo 4 T PA NU SWAY BI ACE SB -14T 4 BOLT NUT aL 2x2 4 SQUARE WASHER TOPCO *225 QUICK END SCHED 40 PIPE I+ X 9 -0 UON FLOOR PLAN 5r A L -a = 1-0 COSTCO WHOLESALE FIG 1000 TOLCO FAST CLAMP r 1MPORTANT 1 1 1111 bj f t f l y p ibttity t p 1d h t th y tan d l ! f typ f 1 1t ill g t CONTRACT RESPONSIBILITIES dill it 1 th gh t 1 pip p t ki d y pip d t g 4 th ppijs S p t kt y tans Thl d Ig d th 1 f matt and d ly ppti ti h 1 t I d 1 fh p p ty f G 1 11 Fi P t 11 Sy tan Comp y 1 4/ it b i41 1 4 14 fe d p 4111 1h i ih ams b 1 d t GFPS p V 1 ! f mil h I 1 t d h Iib t 14 t fid ti I p d 11 f thi d 1 g y p 1 fh i h 11 b m d Ith I 1ft 1 of GFPS C t d by ih 9 1 11 D Ig Sy i me All i0h1 C py lght by 6 1 11 C p Il 1990 ITEM GF PS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATIONS BACKFILL WiRING ORIFICE SPRINKLERS TEMP FINISH t 4.440 ©ex 5'.w CANOPY SYMBOL GA-IROVlE S= t APPROVALS PAINTING REVISIONS - SEE FLAGGED AREA ON PLAN A TOTAL THIS SHEET GRINNELL FIRE PROTECTION SYSTEMS COMPANY TUKWILA A gS1BS CONTRA iTH I7AVPEPE, 515-511 SCALE DRAWN BY I` jA IC. t _ CHECKED BY D CR PT I ON NT CANOPY PROTECTION SYSTEM DESIGN DATA O 2tW4(ZY DATE - JANUARY41 S3 1106 .54th AVENUE EAST TACOMA WA 98424 CONTR LIC d GRiNPFP13TLE TELE • (2061922-6644 (206)8T4 5010 FAX (206)922 3118 AREA OF APPL CAT ON SO AL SY EM REQUIREMENTS s GPM T TER SUPPL INFORMATION T iC PRE URE ENG PEERING DEPARTMENT DRAWING NO _ FPt-i RES D AL PRESSURE PS W TH GPM CONTRACT NO .II /45414.-A, ,4-A, r// r77' 7= --furl - CO TW W -1O1. 5AL_ Q-1 1 Imo .4 (4- pe E 1'iTl.- 8 ( raIL. 131-1-) Wer 1ZJ6 Cir-- _ SITE PLAN TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No.7-3"y5do and exact address for shut N OTE S down or restoration approval. t) tzJ NNELLS CONrcA Cr INVOLVES Pilau/17E 11\ DRY -117E -WI LL PPzOTlc.Tt©N Foe - (z5 NEW 1=,41,gtZrK_. GANopJ .5 -rep QY FR IT F.-RTZ4N6E. 2F 1:3(..2 l4 .W To EKY N E647 5Y'ST - ORIST!a PIPE. E. &JAY SiDawALL --4- NEW PIPE. t 212Y 61i7E-WALL 3) NEW W0046. De61G-N W ANP To 13E. A LL W17 VE NFPA 13 III I kW ILA F re -r- c7 r Izlzv i l2_w e. APP>oo v .L TOPCO 11225 QUICK END (21 FOo 4 T PA NU SWAY BI ACE SB -14T 4 BOLT NUT aL 2x2 4 SQUARE WASHER TOPCO *225 QUICK END SCHED 40 PIPE I+ X 9 -0 UON FLOOR PLAN 5r A L -a = 1-0 COSTCO WHOLESALE FIG 1000 TOLCO FAST CLAMP r 1MPORTANT 1 1 1111 bj f t f l y p ibttity t p 1d h t th y tan d l ! f typ f 1 1t ill g t CONTRACT RESPONSIBILITIES dill it 1 th gh t 1 pip p t ki d y pip d t g 4 th ppijs S p t kt y tans Thl d Ig d th 1 f matt and d ly ppti ti h 1 t I d 1 fh p p ty f G 1 11 Fi P t 11 Sy tan Comp y 1 4/ it b i41 1 4 14 fe d p 4111 1h i ih ams b 1 d t GFPS p V 1 ! f mil h I 1 t d h Iib t 14 t fid ti I p d 11 f thi d 1 g y p 1 fh i h 11 b m d Ith I 1ft 1 of GFPS C t d by ih 9 1 11 D Ig Sy i me All i0h1 C py lght by 6 1 11 C p Il 1990 ITEM GF PS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATIONS BACKFILL WiRING ORIFICE SPRINKLERS TEMP FINISH t 4.440 ©ex 5'.w CANOPY SYMBOL GA-IROVlE S= t APPROVALS PAINTING REVISIONS - SEE FLAGGED AREA ON PLAN A TOTAL THIS SHEET GRINNELL FIRE PROTECTION SYSTEMS COMPANY TUKWILA A gS1BS CONTRA iTH I7AVPEPE, 515-511 SCALE DRAWN BY I` jA IC. t _ CHECKED BY D CR PT I ON NT CANOPY PROTECTION SYSTEM DESIGN DATA O 2tW4(ZY DATE - JANUARY41 S3 1106 .54th AVENUE EAST TACOMA WA 98424 CONTR LIC d GRiNPFP13TLE TELE • (2061922-6644 (206)8T4 5010 FAX (206)922 3118 AREA OF APPL CAT ON SO AL SY EM REQUIREMENTS s GPM T TER SUPPL INFORMATION T iC PRE URE ENG PEERING DEPARTMENT DRAWING NO _ FPt-i RES D AL PRESSURE PS W TH GPM CONTRACT NO .II /45414.-A, ,4-A, SPRINKLERS UPRICHT PENDENT SIDEWALL ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will voii this acce>t: n'e and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this deprtrr:ent CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 2 and exact address for shut- down or restoration approval. FIRE PROTECTION INC. P.O. BOX 1543 WOODINVILLE, WA 98072 STANDARD HANGERS (Circle hanger(s) to be used) CEILING PLATE (OPTIONAL) 6 COACH SCREW 100 f PIPE 11N6 FASTENER MONDER STUOI LR00 COUPLING .--All THREAD CONCRETE ANCHORANCHOR (DRILLED) ROD COUPLING —ALL THREAD R00 PIPE RING I% FASTENER O' SIDE /FAM 5W 1- 1 5C ALL THR1A0 100 BRACKET CUP( +-WE RING 9 `- SHORT STRAP SPRING LOADED TOGGLE \__ClioNG PLATE IOPTIONAII ._._ All THREAD 100 •-- PIPE RING HES NUT ,- FLAT WASHER 8S ALL THREAD R00 +-- PIPE PIING O 0 I'2 ALL. IN -RACK HANGERS THIS TYF' TOP IMAM C CLAMP «—AIL THREAD PIPE RING TOP BEAM C CLAMP .-ALL THREAD 6 ROD , (a 0 0) -.NI! RING 0411IN6 ay I...FLANGE j +FASTENER All THREAD ft400 PIPE RING 88-1 SB -1 6-* - All THREAD R00 FASTENER CAI OR ~ STOP TRAPEZE OAR CHANNEL PIPE OR ANGLE IRON +-N►E RING T04 If AM CLANK +--- THREADED U SOIT -FASTENER f EYE R00 PIPE RING 1►_C) ' f-SWAT BRACE TOE TOI CO CLAMP" FIG IOW SB 2 PASTE NEI--• y BRACE PITTING COMP( 04 ALL MAIN HANGERS l' THIS TYPE U0.N -e-BRACE FITTING COMrtt E W /FASTENER BRACE F1TTING FEND ,-PIPE CLAMP SWAY BRACE A T R WINUTS AN0 WASHERS 1'2 REMOTE AREA # 1 DRO ' TO RACK D FAIL NTS \ TYPICAL U0 N REMOTE AREA #2 GPM @ 20 951 TUKWILA FIRE I]EPA='Tt1 NT IN RACK SPRINKLEI'S HYDRAULICALLY CALCQLATE1> TO DELIVER A MIN E OF 22 PSI TO THE (10) MOST REMOTE. HEA OS ON (x) LEVELS FILE ACCEPTED WITHOUT COMMENTS AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept AiJitions, deletions or revisions to to -3J3 .lr I vi 1;s after this date will voi t,ii.t -a an i will require a resuoinittal of tevl40i 41 .twIngs. Final accept3r) a is S'13y1 t ID11- inspecti3n ay a re,,reseniative of this department DATE /41 - CITY OF TUK ILA 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and eAact address for shut- down or restoration approval. REVISIONS - SEE FLAGGED AREA ON PLAN IMPORTANT In localities subject to freezing conditions it is the owner s responsi bility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves Controlling water supplies to sprinkler systems This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com pany Inc and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request all Information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS CONTRACT RESPONSIBILITIES ITEM GFPS 0-14-1E RS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PIPE O SCHEDULE 40 O SCHEDULE BO • F M MATERIAL O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT . PHONE - SPRINKLERS TYPE ORIF TEMP FINISH CANOPY SYMB QTY E KZ - Sew GEM 1`10D FQ5C) INTERMEDIATE LEVEL TOTAL THIS SHEET) A —I Screwed Cap —4 Grooved Cap Screvved Mug ,k1-` Elevation Change in Pipe (not thru floor) Hydraulic Reference Point Line Designation C.. Of PiPe Below Bottom of Deck CL of Pipe Above Ref Plane Main Designation Way 404 SYMBOLS Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve IALV) Electric Bell Water Motor Gong (VVMG) VValer Check Valve Swing Check Valve System Riser Fire Dept Conn (Standard) (FOC) Fire Dept Conn (Flush) IFDC) .11. Fire DePt Conn (Sidewalk) (F DC) _4__ Post Indicator Valve (PIV) c's Fire Hydrant 13 Way) Thrust Block -2- Key Gate Sectional Valve with Roadway Box 0EZ:Z2 Fire Hose Assembly (see notes) Inspectors Test --fit- Grooved Coupling (GC) —a-- Flanged Connection -4-- Globe Valve —r Angle Valve Dry Pipe Valve BOB BOD BOP DO HV NIC NTS OBJ ABBREVIATIONS Bottom of Be Bottom Of De Bottom of P Ditto Hose Valve N,pple and Ca Not in Contra Not to Scale Open Bar Jo. Pressure Red alve Roof Man.fol( StandPiPe Top Of BF.31-1) Top of Steel Unless Othertise Noted SYSTEM TYPE 3 ISO LI FM APPROVALS OUT OUT OUT OUT IN GRINNELL FIRE ON SYSTEMS CONTRACT NAME COGTCO IGO SAXON DRIVE SCALE DRAWN BY DESCRIPTION IN RACK SPRiNKLERS CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION SYSTEM AREA DATE HYDRAULIC DENSITY DESIGN DATA AREA OP APPLICATION TOTAL SYSTEM FIEOWREMENTS GPM/SQ FT SQ FT /HO SO FT HOSE ALLOWANCES GPM GPm AT PSI AT THESE PLANS PREPAFIED AT ENGINEERING DEPARTMENT WATEFI SUPPLY INFORMATION STATIC PRESSURE PSI ResiouAL PRESSURE PSI WITH GPM FLOWING DRAWING NO TEST TAKEN AT BY DATE CONTRACT NO 41 24G 947.0I A9 1 7 8 9 10 11 12 4 I, o. i 0i 1 !t 1'2 / /tI \ 1'2 O d 0 I'2 '` 0 1/z /D - 1Yz / I yz u. 0 ®0 0 00 0 tyo ,_ •/ 71 ,. II) -?^' O 2a r- Y f3 -o / Et O -4-a e 4- /O 0 14C '1 I ! L a O ! / Z 0. 0 / ' 12 11 4 O t / a s 2 O/ / 1 z_ i a II ` I /L I.. p! z 0 t3 0 O e> a f 8-c O t ca 3 0/ 5 0 N 6 + I- g .- r'V 8-', FLOOR 'LA\ SCALE 1/8' = 1' - O" =LOW DA -TA 15S PUI HO PS I ";00 GPM @ 20 951 r"t,J;CVEk PAS;-' L ~ SAXO-J DI2 TUKWILA FIRE I]EPA='Tt1 NT O /o a -O IN RACK SPRINKLEI'S HYDRAULICALLY CALCQLATE1> TO DELIVER A MIN E OF 22 PSI TO THE (10) MOST REMOTE. HEA OS ON (x) LEVELS ) ) FILE ACCEPTED WITHOUT COMMENTS AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept AiJitions, deletions or revisions to to -3J3 .lr I vi 1;s after this date will voi t,ii.t -a an i will require a resuoinittal of tevl40i 41 .twIngs. Final accept3r) a is S'13y1 t ID11- inspecti3n ay a re,,reseniative of this department DATE /41 - CITY OF TUK ILA 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and eAact address for shut- down or restoration approval. No. Ib 04 0 1091 NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN IMPORTANT In localities subject to freezing conditions it is the owner s responsi bility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves Controlling water supplies to sprinkler systems This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com pany Inc and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request all Information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS CONTRACT RESPONSIBILITIES ITEM GFPS 0-14-1E RS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PIPE O SCHEDULE 40 O SCHEDULE BO • F M MATERIAL O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT . PHONE - SPRINKLERS TYPE ORIF TEMP FINISH CANOPY SYMB QTY E KZ - Sew GEM 1`10D FQ5C) INTERMEDIATE LEVEL TOTAL THIS SHEET) A —I Screwed Cap —4 Grooved Cap Screvved Mug ,k1-` Elevation Change in Pipe (not thru floor) Hydraulic Reference Point Line Designation C.. Of PiPe Below Bottom of Deck CL of Pipe Above Ref Plane Main Designation Way 404 SYMBOLS Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve IALV) Electric Bell Water Motor Gong (VVMG) VValer Check Valve Swing Check Valve System Riser Fire Dept Conn (Standard) (FOC) Fire Dept Conn (Flush) IFDC) .11. Fire DePt Conn (Sidewalk) (F DC) _4__ Post Indicator Valve (PIV) c's Fire Hydrant 13 Way) Thrust Block -2- Key Gate Sectional Valve with Roadway Box 0EZ:Z2 Fire Hose Assembly (see notes) Inspectors Test --fit- Grooved Coupling (GC) —a-- Flanged Connection -4-- Globe Valve —r Angle Valve Dry Pipe Valve BOB BOD BOP DO HV NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIATIONS Bottom of Be Bottom Of De Bottom of P Ditto Hose Valve N,pple and Ca Not in Contra Not to Scale Open Bar Jo. Pressure Red alve Roof Man.fol( StandPiPe Top Of BF.31-1) Top of Steel Unless Othertise Noted SYSTEM TYPE 3 ISO LI FM APPROVALS OUT OUT OUT OUT IN GRINNELL FIRE ON SYSTEMS CONTRACT NAME COGTCO IGO SAXON DRIVE SCALE DRAWN BY DESCRIPTION IN RACK SPRiNKLERS CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION SYSTEM AREA DATE HYDRAULIC DENSITY DESIGN DATA AREA OP APPLICATION TOTAL SYSTEM FIEOWREMENTS GPM/SQ FT SQ FT /HO SO FT HOSE ALLOWANCES GPM GPm AT PSI AT THESE PLANS PREPAFIED AT ENGINEERING DEPARTMENT WATEFI SUPPLY INFORMATION STATIC PRESSURE PSI ResiouAL PRESSURE PSI WITH GPM FLOWING DRAWING NO TEST TAKEN AT BY DATE CONTRACT NO 41 24G 947.0I A9 1 7 8 9 10 11 12 DISCONNECT 4 PLUG ('2' LINE TO HEADS IN CORRIDOR x x x X x EXISTING _MAIN CORRIDOR TO BE REMOVED INCL. SPRINKLER PIPE C ESY OTHERS) COSTCO DISCONNECT CAP SUPPLY LINE NO SCALE FILE ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A_.iditions, deletions or re,risions to th:sIr twig=s after this date will voi and ',will require a resubrr itL41 of reviiei drawings. Fin l -acceptance is subject to field- insijec':i in ay a representative of this DATE: 01 11 B Y : CITY OF TUKWILA 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. .nd • ':c-1.:: address for shut- down .Jr restoration approval. _flflr SEC 1 1990 a .Kra f"L-ti n REVISIONS MK DATE A n PROJECT NAME' COSTCO I I GO SAXON DRIVE TUKWILA . WA 98188 1106 54th Avenue East Tacoma, WA 98424-2733 Contractor's Lic. No. GRINNFP137LE 206-922-6644 Seattle Line 874-5011 Fax # 206-922-3118 Grinnell FIRE PROTECTION SYSTEMS COMPANY DESIGNER MARINUS BOTH DATE JOB NUMBER 12 - 14- - 19904I.'R46946.0i Grinnell VTPT'D WITHOUT COMMENTS. FIRE PROTECTION SYSTEMS COMPANY 875 SW 7th Street Renton, Washington 98055 Contractor's Lic. No. GRINNFPI37LE 206-228-4610 Telex #329491 U1+lNILA FIRE DEPARTMENT` Nome call: 575.4407 tend give this job No. g5%L7 and exact address for shut, oi. down or restoration app ❑ AS NOTED IN ED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of i, Tukwila Fire Dept. Additions, deiJtions or revisions to these dr .vJin s aft)r this I, date will void this a..-.n•,,t:n: h-.i':iili require a resubmittal of r : ri-ed drawings. is Final a' ce--):i '.e is +'-, t) field - inspection '1 'J/ a re,:rGsen',atiiti or t,-Iis departn.:en t DATE: y to BY: CITY OF TIJKWILA 575-440% -i/ / // 4'/ Iii • ., • AUG 8 1989 t lipmmmmmmmwmimwmmmmimmmmmmm CONTRACT NAME: KALE. e BY: 1:777:6,74:7----777-S-7 — — - -%%e --- — — -...._ ------------DRAWN f . i CONTRACT WITH. CF?41-ii, CONTRACT N0: (y- .:(_ -. C 1. DESCRIPTION: N-eimr.)-}-e. 4i&e p,, PANEL DI WATER HEATER ON MEZZi EXISTING ELECTRICAL DEVICES IN EXISTING WALL TO REMAIN. IN OPTOMETRY AREAS. POWER PLAN LITHONIA 2U35W W/ ELECT. BALLAST. TYP 3 TO EXISTING NEARESt OUTLET; • UTHONIA 4-35W W/ ELECT. BALLAST TYP.4 RELOCATE: EXISTING UGHT FIXTURES D REROUT AND EXTEND CONDUITS AND W EXIST. 1200A, 208/120V MAIN BUS PROVIDE 'LIGHT SWITCHES AS SH ES AS REQUIREDWN. PROVIDE LIGHTING PLAN EXIST. 1200A, 120/208V, 3-PHASE, 4 -WIRE ON SOUTHWEST CORNER OF THE BUILDING 200A/3P 200AF MAIN DISTRIBUTION 2-1/2"C, 4#4/0 THW CU (±600' VERIFY) PROVIDE A 200A/3P SWITCH W/200A FUSE TO EXISTING 200A SPACE IN EXISTING MAIN SWITCHBOARD. . ONE LINE PIAGRAM scAm. NONE PANEL PANEL LEGEND FLOURESCENT Lit I -IT FIXTURE SUB -LEITER INDICATES CONTROLLING SWITCH, Q CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) SINGLE POLE SWTCH, +48" SINGLE PLUG-IN RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTiCLE 0 JUNCTION BOX, SIZE AND TYPE PER CODE FUSED DISCONNCT, COORDINATE W/EQUIPMENT SUPPUER MOTOR CONNECTION AS REQUIRED V TELEPHONE OUTLJET WITH 3/4" CONDUIT TO CE1UNG SPACE OR AS SHOWN CONDUIT IN CEIL,NG OR WALL, 1/2" MIN. CONDUIT UNDEKROUND OR FLOOR, 3/4.- MIN. HOME RUN TO FANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS faLfc INDICATES WIRES1, AND CONDUIT OTHER THAN12,1/2"C C METALUC CONDUIT, PVC - PLASTIC CONDUIT FLEXIBLE CONDVT CONNECTION AS REQUIRED TRANSFORMER BRANCH PANEL E 1 MECHANICAL UNIT EQUIPMENT IYPE WP WEATHER pROOF, CO. CONDUIT ONLY INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET CENTER UNE ABOVE FINISH FLOOR COPPER ABOVE FINISH FLOOR DLI EQUIPMENT LIST S/S HAND SINK HATCO PIZZA WARMER, SLICER SCOTTSMAN 1 CE MACH I NE AND BIN STEAM TABLE AEROHOT TRUE 2 DOOR REACH IN TRUE I DOOR REACH1N TRUE SANDWICH TABLE TRUE PIZZA PREP TABLE THREE COMPARTMENT SINK HATCO BUN WARMER M I DDLEBY MARSHALL PI ZZA OVEN BEVERAGE D I SPENSEF: S/S HOOD FOR PIZZA OVEN CASH REGISTER STOELTING YOGURT 4ACH1NE PASS SHELF • S/S SHELVING COUNTER IS 20A/IP DUPLEX RECEPTACLE 30A/1P SINGLE RECEPTACLE 5A/1P I SOLAI E0 40A/2P SINGLE RECEPTACLE VERIFY EXACT LOCATION OF ALL OUTLETS IN DELI BEFORE INSTALLING. 2 E.C. SHALL PROVIDE: MATCHING RECEPTACLE TO MATCH EQUIPMENT PLUG. 3. E.0 SHALL MAKE FINAL CONNECTIONS FOR ALL EQUIPMENT (MOTOR, FAN, STARTERS, ETC). 4. ALL MOTORS AND APPLIANCES IN DELI SHALL COMPLY WITH ARTICLE 422 AND 430 OF LATEST 5. AC -I AND MUH ARE ON ROOF. VERIFY EXACT LOCATION WITH M.C. WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of TukwilD Fire Det. Additions, deletions or revisions to these -Thmings after this date will void thi5.3.:c,etn.-.:e and will require a resuorntiul of revised drawin Final acceptance is subject to field - inspection by a representative of this department 208 / 120 VOLTS, 3 PHASE, 4 WI RES 225 ACU BUS M. L .0 TOP FEED, FLUS -1 MOUNT, SQ -D NOOB CIRCUIT USE CIRCUIT USE HATCO BUN WRMR . ICE MACHINE STEAM TABLE OVEN HOOD PIZZA OVEN SLICER RECEPTACLES YOGHURT MACH. RECEPTACLES REACH IN REF. 1.20 REACH IN REF. SANDWICH TBL PIZZA PREP. 0.86 PIZZA WARM I .68 21 22 20/1 I .50 WATER HEATER BEVERAGE D I SP . 1 .68 23 24 1.00 RECEPTACLE BEVERAGE D I SP . L I GHT 1 NG SPACE . SPARE TOTAL PHASE A ' TOTAL PHASE B TOTAL PHASE C TOTAL CONNECTED LOAD - • - - . 33 80 KVA - ' 94 A CITY OF TUKWILA 575-4407 4 TUKWILA FIRE DEPARTMENT - Please call: 575-4407 and give this job and exact address for shut- TUKWILA FIRE DEPARTMENT P4ease call 575-4407 and give this job and exact address for shut- down or restorabon approval. ACCEPTED WITHOUT COMMENTS NOTED IN RE") El PER THE A'TTAC IED LETTER The drawings affixed hereto have been reviewed and accepted by tne CI,/ of Tukwila Fire Dept A Idrtnn -3, 1 or revisions to th-.:ss 41- 2 a date will void Mr, •:‘1„ z.*.n Final acceptance r 4 1-, inspection by a re Jo department HANGER LEGEND COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD --FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP "L ROO rin MACHINE THREADED ROD TOGGLi NUT POWDER DRIVEN STUD WEDGE ANCHOR 2 WAY EARTHQUAKE BRACE + 4 -WAY EARTHQUAKE BRACE ,iiesj STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE SPRAY Cl 3/4 1 1/7 DRY TYPE 1 TEMP RATING SPRINKLERS USED SPRINKLER ORIFICE SIZE. TYPE & FINISH TEMP FITTING LEGEND APPROVALS REQUIRED MEYERTECH MICHIGAN SLIP LOW* SN PIPE -0 LET SHAPED NIPPLE ITT GRINNELL "EASE TEE" QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 071-16:zs 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 011-tEes DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY ct A CONTRACT WITH CONTRACT NAME. 4 ,%ssio WORMRLD FIRE SYSTEMS BY IaltItLA EIRE 600,1110 DESIGNER I DATE SHEET I JOB NO OF 2 sgsze, au, t 0 4 '7710 -j0 �•`_4. r 40 ✓,c ►-"oT t f i(4 45" W 1 tL11, - Gx topi t2F1sT 1Z1'e1' "'IA ti. - rat Da - N n r, > k 4T C.AN 9 Ext�-r. ("FFtc-t:-5 NEV/As. ,S , 4 Q 1p-cp LI et_ 0-14 0 6 2 21, 0 N 0 a g Ccm go. 1 t' -7a` 3'111(, t-- 5 3 AUX. DZ -U-4 P TAIL NT S �tb 7, ' (Co 1� I 8'- to't." at- Ft tr.v tcoA 0 443 4-0 ei ttr ra 1 11! 004 3' 140 3 c. 2 i 8 &4 M EC.N . "r►✓E tel azubNiEO Thr 1 /0 //Z 0 Caot...e.cL �) 9 -4 /i X CO' 4. 44) - -4 0 t 31 p j 13 / S -a— �- / Yo-'►-� t -s 4-0 1 --6 2' -0" soe 0 r 2-0 a t P 0 P eae Ni /O 2-0 `r r /P Io 10-D t 10-D d tit - 4 / to -o - 0' 1(7- _ 10-0 . .1Nt Z Cay Z r\ ...ia1-4, }CS -4,- 6-5 :0.1 101- (1,.i 8-o 1 0 .4. N (o-0 � 3-4 t to- s 1 G•H 9'-d' 1 1 0 -7'- 0' ,L. l 1446, 1 _'- a F 1 c 1 o _ 00 / 00 T 1 �I 0 1 4 - 0 3 t BA V-SimY 1G4t4 •231+.0 9 o rtr ttiC to 3 W 00 V 1 to 4- / d1 r 0' 0 1 t. .( 820-.4.441-(L.114ES AT 1 I 1 Z 4 1 4 4-(. t'2. ei 8-t. 111 't14 - ®/ 0 "I..'" 1"4 / 1.1 10-40 eet 10-0 • • an C.DA1—E2. D • a • 0 4'- 1 • 4'4 13 Z1 r8-O -rt ata 8-i W� to 3' 8' 00 //‘ /t a 2-0 0 i_oc0N1/4.1 p0 t 8 0 } 7- i d' 6411-7 cotokwi II 4,4 4- (41 4 - e j 3 t- f P 3 74 SAO d- ,J / ai -� ., �H I� noel 11J -®it' uJ N'®,h N --/ .7.' d 0 ,,,t" 0 - / 6, S •,n cit NI 0 Q / 0 / m W -0 4 — 1 oP t\t Ili 2; 3 / 11 40, Z (Ir.q, MEC.t-d. Tlc�) • 4°-8 1044 11 te 3-16-741:-' 1 tti 4- se 44.5 -411E- 1 0 1 441- 4 -se.. 4F, 11.1 Na - 11 -st; <4)-*' • -ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED 0 Pg_TRE ACHED LETTER T e drautiA5gs affixed hereto have been revPewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Fin I acceptance is subject to field - CITY OF TUKWILA 575-4407_ n S1L 10JT1IN-1 Lot e." War 1411:4,12. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job - 877126 No. and exact address for shuts down or restoration approval. RECEIVED AUG ik 19B7 - TUKWILA FIRE PREVENTION BUREAU HANGER LEGEND A COACH SCREW ROD "C CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE 1-4 SIDE BEAM BRACKET SHORT CLIP 1 L- ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR -11-2.- 2 -WAY EARTHQUAKE BRACE iv: 4 ,WAY EARTHQUAKE BRACE jjSTRUCTURE -TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND gi SPRINKLER --ORIFICE SIZES AND TYPE Lai 16 8 16 2 4 17 32 SPRAY - 3/4 a SIDEWALL 4 4 DRY TYPE • TEMP RATING _ o 165* 4Ei0' 212* 286* 350* 1/2 a. CL 1/2 1/2 1/2 SPRINKLERS- USED SYlal SPRiNKLER ORIFICE SIZE. TYPE & Fsposti QUAN TEMP • TOTAL FITTING LEGEND APPROVALS REQUIRED MEYERTECH VICTAULIC "FIT" -MICHIGAN "SLIP LOW' SN PIPE -O -LET SHAPED NIPPLE ITT GRINNELL "EASE TEE" DISTRIBUTION Rt 44 Goupt..t 144 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLAT ON BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983, SECTION 3-10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 1 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 3 12 AND 3 13 7 OwNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY csmazs 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY A A CONTRACT WITH ,v,46,4. 475108 CONTRACT NAME. FIRE SYSTEMS DESIGNER DATE SHEET JOB NO OF 1- a- -*- To A 5o -o 0 r J ao 0 1 ? r 42 t -L! 1 Dl r R" ,44 3 • 1-1 1-74 L �t a- O 4 dr = �r WAt .RZ FLAW 9Ei E2 oCL 4 VC..Ld",02%-G rAaVG_.L- 4 t .E.r.1t.M ITC 1,11Z S vp. /6 1,4 fJST 114-)16A'tU'Z Nts 4''4IG. AZ7A.Prg.1l 4.4.A404 014 4,12,0,32 E., Nosz-r�-twrr r �t psi -A.4 L. 1Z" : t a D•�i . or>• 00 0 -t ;i G C ItO / As meetmgfegwreir(eat� obi his tlureau tor classic utal'aprtnllrered however System chaget o addrirons as recommended pn tt ettecht�2 $- '—; -to she9t(s) w111result in improved 4'�tes Acceptance applies plans s- a-ty itted a d for construction ac binid orrc pancy shown thereon Finished — d- S`e'ri§' 4 P t- �1 / t I r 1t a 3 tit. S.- 40 1- iZ S -ca P -0 fr 1" - tit 8-0 F J YJNr*E. .r `r..• Z 1'2 FIE /jam-A) ICI- IF ftp 1- 1` L FOnA' jury or datttate 1c IR MSS_ eh!,.. . • . On U A11 Comments approvals o „u effect of vartc,ue Conrtitt iron be construtd as bear n care has bei cu.rc In ltZxt'�i Rrs4+'L� H 2-0 1\2 _ ,, 1 jOP"# TSP antes :: f e lusrvey to relent nrur e rates—They a -•-not to qurstrnrr of whether due tod bit kerlfty for personEl that hazards which >mj t4Z QVD DESIGN PROVIDES INADEQUATE PROTECTION FOR - f fo Ai<EHvUS. OGCJPAN�Y RcCOMMENDr -D THAT SPRINKLER M (5) BE F'YDRAULICALLY DESIGNED W1-1101- WOULD RESkki IN SUBSTANTIALLY IMPROVED RATES N 0'11 1-1 1(t.04 LI LA VCTsy.1L t P ti F,_ Fi^ t3-2.411 t- 1 t TjP -0 a tit 8-d 4 -t - df Ib ttt Z 0 -o 0 S- a V' rr 1.-i-.1-10 P 2 76--.--z i- a i3-ro� d.� 9) -r VtL c,{ eft ▪ 12, g 4� J 1 - Liz. tit 11Z D 15'9(• -41-17 -v .1,'z 111 %NH11E 4Z.►.cr- i P /,�, TYP C ZPr1Js 9IT i) t 7 ID V hAi-AL 0I.It yyt'q' f te'e" N 3 d eso t }' ,s u' a d'' o- (�,pv21 tat 412- ,0 3 6-0 1.-1,4.-T LAI -ALA 4>t P W Q1 N I -i � a- A u... 5-O 1- {'1. Qt✓171rZAL.K. Lp 1 " V.1 r•+ re 2.A.04. C 4+i toL• N 0 tt-Niq T G C t9 • 1 3 NotZT4-1 J 3i REMcrTE Ate + iia C.L>,\.G>JLATEc7 Tb aMc rkoe„ Mf,..1 E HiP ,� I -f r^- 1 tom" Lim RAUC SGLTtoh.1 `nST>.tt. hGd�F. 3I t3 - r 0 MAT4. FAL...11'4 6 \•1' (3) 10 c.r: r t, 1- 4 ` tit 471 t i "4. 9-a 9-0 21-0 \�1 l z �� 2"`? PK F \`i I- G f) 5 -to 4-c N II ,' 2 I 2 a t41_ a 13-o Z L0 4' rF - i. t1t a -o 2 (34.0 ti 2. 1i- 0 f �r g '1 F 31 /7374-) 1 i / f ` F itt -v S -a 0 t5 44) H -1 a ma 01. %IL 6-o S -o 5-a 0 Q 5-0 St U - K uott (- 3$ xtrz. oat --r u ta,„) 35 jrN 4(') f:3 -o 1 43 1,1 oo t3 -to 0 Se crr...4 %a:4510 .3 o 4 if h^.+ F^ 07 7,7 YI 4 4 • - ACCEPTED El WITHOUT COMMENTS AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings _ft -r t -us date will void this aczept require a resubmittal or re. Li igs Final acceptance is suble:: to (I 1 department CITY OF TUKWILA 575-440/ TUKWILA FIRE DEPARTMENT Please call 575-4407 and give Vat. 77126 No auwil or restoration approval. RECEIVED JUL 2 9 Pr BY TUKWILA FIRE PREVENTION BURE4 ILE HANGER LEGEND A U" HOOK COACH SCREW ROD C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CL P L' ROD MACHINE THREADED ROD TOGGLE NUT PO DER DRIVEN STUD WEDGE ANCHOR 2 WAY EARTHQUAKE BRACE ailr 4 WAY EARTHQUAKE BRACE iDSTRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND CC SPRINKLER ORIFICE SIZES AND TYPE tat Lia - SPRAY 16 ill 16 2 1/2 17 32 SPRAY a 16 DRY TYPE TEMP RATING a. 1/2 SPRINKLERS USED SYM S' ingLER CP FICE TEMP 209 TOTAL "2. Co FITTING LEGEND APPROVALS REQU RED MFYERTECH VICTAULIC FIT - MICHIGAN SLIP LOK" SN PIPE 0 LET SHAPED NIPPLE ITT GRINNELL "EASE TEE' DISTRIBUTION QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE 4,4 APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 AAFLLPROMVAETDERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL ABNEDIN3 1A3CCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FBRYOM crnFREIELING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 8 ASYLSLTWENIIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PBAYINiCrPrINGOF PIPE AND EQUIPMENT (IF REQUIRED) "TO BE PROVIDED 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY 0 IF - TALC cr CONTRACt WITH CONTRACT NAME FIRE SYSTEMS DESIGNER DATE - SHEET JOB NO tTl p M: u I Pi 0 •ti J 4- $14 1— t ifI a t ACCEPTED r N RED The dr :wings ; ' ixe a er reviewe • and acCRpten by the City of Tukwila Fire Dept. Additions, delet= mss drrev soi afro+ ate tri 1 void nit accepta►rce • . _, ' submittal of revise.. F iiigs. Final •cceptance is subject t,•) insp- on by 4 representative o; ; ii,. depart ent -- DATE: - 4' fY 8 OF TUKWIlA 5 7 4 4.1 WW1 4 -FIRE. OgIIARTMP.PtT p1asG call: V5 ei07 and ,give th§ J and exact acfdreso for shut= down oestoratto1 approval. utzi Vjai goREAs 1 r'1 4 k r W, f 4 ?I 7 1. i Y ..„ (RAF I SAE A( OAHExt@ Aril, +V 1 t r t .4#4t.~ 1 —4• „ rcs oet 14.1 2 44 1 P ,74 I 3 r 4 • .I ,• 1 I !Pr d ht 4 , r Y ..-. o.....ti.y ,r .a !r I � i 384 ON BURr4 1h 1 II 17 I11r 146 II THIS fRD1)- OPE NO -TEN ENT /TT Th \ S Tl E 7-e7 I* It, titdI rl,44 r P r r y v X w..ati • 70 w +. q7' l_•r1I ^ wY 6 il w / r 0 -74 YI� `- 10 Q _68'-,CY .SCDO'-U" 'T fi 1 NI A +te�2 ML°CP TFE. re)24 C,Roou o 4. .I L 1 I I= ARC A I -F A;` (� C(STGO -THE/ WILL. rani«m wnP n.sa S 171 N S Y h1 -- CX STI NCI NCS .E .511'a71oiU:, We' --RE LOC 1ED OR IU EW H0'_ ------- n LL 11(35 f tars II) LI PJE1E) nt,.. AND NEW F 71 4 ,44 44 r HANGER LEGEND P 4 4,, #1,—.EXPANSION SHELL; ROD & RING #3.—POWDER STUD, ROD & RING 44 #7. COACH SCREW, ROD & RING 04 CEILING FLANGE, ROD'& RING ' '1F t7' f1I ALF il 774 1`r1.5LINE 1P.11,0 N.)14 r I n W OF )4C41‹. w DE11114(7;INJC, WALL k 0 114 1 C'XISST� !. 1 a r _ t XO �I THt �1 sI. f 6 koi 1 a) ^° O , 4 1 1 RU c-* vi F ......44.04 to N P +- 1l) _�, -44 .44.74 (4 a 44404 .44 ..g Th ._-9 ric�+�6 a 09 T7' 1 } 14 I r k STANDARD SYMBOLS POST INDICATOR VALVE KEY VALVE FIRE HYDRANT FIRE DEF'T, CONNECTION SWING CHECK VALVE NEW UNDERGROUND f:XIST.' UNDERGROUND 44 4, { 1 I'y 1410 STANDARD SYMBOLS TI'p 44. 'Zvi 4 u, , "1Rvr I r sr - ti.", ✓ +- e..Nilr G 4. ;-•7 N M 1 It t7 .0„ 3 3 311 '45+ —AUkRM CHECK VALVE A RISER W/ALARM VALVE ‘? WATER MOTOR BELL (1 dank titaRte DELL 1 11.4 FLUSH FIRE DEPT, CONN. 1 444 ss ST (12 1 yN 0 -4 Q ep E7A►1.. (74 P) O 4.4 GG nriCtiti nv4 4-4 �+ f (r� 11.1.1,17 • �INf-tp., 62" 11,c,"LAN./ 1-)4.k.44AJ - Nc,c �S a `f x O(pi Q4,^rrr,rfI, 8 4.r 9 i r N SPRINKLER HEAD SYMBOLS UPRIGHT ON 1/2" OUTLET PENDENT ON 1/2" OUTLET UPRIGHT ON 1" OUTLET PENDENT ON 1" OUTLET DRY PENDENT ON 1/2" OUTLET FLUSH ON 1" OUTLET' SIDEWALL ON 1/2" OUTLET, 7.441 1 4,7 a t IYTr,; '• re rs j.. t ' ' �'T i'" a , r. 1, , g � N drIr r 41, It 4.0 4 5 11 r. Tfr P u 1.4 4 4 r SPRINKLERS RELI t/24 10 4 14 47 Yr ttr 444/ 0 -74 R-4444 I r P 74 N r7 T17' , r"T 1, 10 f +w ono ano *MO 11, 14 C;t0 ASE STA -TI O 4-4 P 0 ro Q44,8 4 P I 11 y, r t to 4 Fri 1 4444 Pt 1'4 Ile j(ti'/O 4' c),,4 471. 1 Iro TYPE' DEGREE P MK DATE BY CO -ORD 4.7 2-0 ri 04, 41 147 1 7. 474 • 74 444 40 12,9, ' 50eran' 11)-11 IR r. M,,. T rrrf Y as #v+ r y -044t14,* 1 4 1' { tl 1 ly o r d1 4 �f r t r i 4 A. 47,0 4447 14 rtr, 14-4 ea r. I" TEE WITH AVG el" FOR Cool E'RS 74, 444 7 44 11 I • r +- ,I 7fOr -44 r r-rr 7 ,,,T +". n ,R T ^' 1-4° / I 1 4,"/" TP."4:7N C 7.744"'„'"."1 r74 P p '"."1 I M A 1r 4 t � 14 w M 4 ,,, t u *A TSF' R-4-- itt ;'TT' 741 L 14 4 r w 44 , 1611 74.74 M1 "T 0 k ! • 9 r: 0 1:116106: 01-°444: ell " q 4,4 oc 70 .21 1447. DAV PENDENT' , 44 REVISIONS—LOCATE BY GRID COORDINATES 174 '44 TOTAL SPRINKLER THIS DRAWIN f t 7.6 FIELD INSPECTION BY 2. PHONE 4.44 14 CO A 1,444-1 447 44 id CI' in 14 1-4 44, SX1 4,4 4,4 1c1 fetr 04) 441 4.41 ROLA. CAP 4,1 0 • 74.4.7 • LIJ osetts4•44.144 rut RAW ,7 '144 1.7•14 ei.7147 el rbo o ACCEPTED gi WITHOUT COMMENTS 11 Ark! AS NOTED IN RED 0 'ER THE ATTACHED LETT5R The drawings affixed hereto have reviewed and accepted by the City Tukwila Fire Dept Additions, delet or revisions to these drawings after date will void this acceptance and require a resubmittal of revised dr een ons this rings Final acceptance is subject to fiel Inspection by a reposentative of thr department r) \0:40 DATE 00.4.1 CITY OF TUKWILA 575 4407 RED MARKS TATTASITI1 COAC R LAM? RESS 3. t WATER DEPT. 1:PliEELA S ,tvliALV111\IN Y ADDRESS A DRESS t 714 CITY 4. o PHONE .447 34 000c c, 09 AT 440 5 to 74.44 CC to 74. 04.1 007 r 1 4- 11,1 444 44.10 rt,77, 414 44' ffe 77470470. ono err 40, 447 50 Q44,4444, )11,'%) ' NORM OFFICE-. AREA 4,1 CO z4 die TUKWILA FI;RDC-A:;14'{'DE:1)111:EIA:RR)IDTCSM)ENE-5111;1\41-81;1/471(" )1: C:(C "C° ei IP DeCfr Please call, 575.4407 and give3his job ONoWn or ratiii-lappH)9 8 royal; and exact address foJ_shut TIJI<WILI-1 JOE No ALIO cieo. ADDRESS eiob % ANDOVER EAST P1ONE t)1145 / -6131 CO 0 SC 1' FIRE PROTECTION CO. DIVISION OF ZURN INDUSTRIES INC, DRAWING NO14 SWIM .10 10 NM 0 NI MEIN NIP Orr • •1 CZ) A +"n 1 < r nIJzr $ • II, 11, • I+ o rA1 , 'r hW v, r, , , 5 rvrioris tow OF C411( k ..+,,, I I,I 6 i O.] 0-0 - • %. • , +,m T o Le IL 2. r1E4i4 -r 0 10. CA 2.14 1 v ilvv IF 1+VX pv ,+ I In '9' CI kat Co 1 • 8 1 I • 10 IP 01 �I WWI itx 11 • n , ve 1 J / " 1 T,. 12 • ti 10 0 71 4 e 0 I, 131;x'' • '1• 4r 15, • RP 16 215" ah Zofto if) ZY 'CC • 41 A Li cr 0 601 '4 co P('`- IrkiLitLA • 41, • r. 4/ yr 210 00' c ;;;\:::11/4 s ,b,(\t‘p:ss,Versse „S ccta c34 41/40 'b .40 Pi fi OW 1 tit • 0 TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this Ioilbs and exact address for shut* ;down or restoraton approval, • iftartiamilllimemming HANGER LEGEND #1.— aPANSION SHELL, ROD & RING #2.—C.CLAMP, ROD & RING #3.— POWDER STUD, ROD & RING *4.— ANGLE CLIP, ROD & RING #7.—COACH SCREW, ROO & RING *8. —CEILING FLANGE, ROD & RING STANDARD SYMBOLS —P0ST INDICATOR VALVE Et —KEY VALVE 4411 —FIRE HYDRANT y —FIRE DEPT. CONNECTION N,--SrNG CHECK VALVE Ligui4— NEW UNDERGROUND p:4—iiIST. UNDERGROUND Pip STANDARD SYMBOLS 1)1 —ALARM CHECK VALVE A —RISER W/ALARM VALVE 12 —RISER W/DELUGE VALVE —RISER W/DRY VALVE — WATER MOTOR BELL ELECTR IC BELL — FLUSH FIRE:DEPT. CONN. SPRINKLER HEAD SYMBOLS 0 UPRIGHT ON 1/2" OUTLET PENDENT ON 1/2" OUTLET p —UPRIGHT ON 1" OUTLET PENDENT ON 1" OUTLET 0 DRY PENDENT ON 1/2" OUTLET 15 --FLUSH ON 1" OUTLET 45,—SIDEWALL ON 1/2" OUTLET -40—SIDEWALL ON 1" OUTLET 1 ALARM FX15.4111\16 SPRINKLERS TYPE. MK DATE BY CO -ORD REVISIONS LOCATE BY GRID COORDINATES FIELD INSPECTION By RHONE DEGREE QTY SS P PEll • Z. TOTAL SPRINKLERS THIS DRAWING • CONTRACT WITH 2. ADDR SS CITY WATER DEPT. PHONtEcT2OW L'i AiniG S M LUNA N N Y ADDRESS ADDR SS CITY PHONE 12 CITY PHONE CITY 7—LA K sli ("JI 1 Un -TD A) TITLE: tj COSCO FIRE PROTECTION CO. DIVISION OF ZURN INDUSTRIES INC. I WIWI 111111 Pt_ NE 141144.k AND, WA <194'2.4", DRAWING NO: SW IP) OF 0 i 0 00 to t am, v...,,c. t-b'r t lout 3" vier tx.i •:� � L__ e ts'r RF151" zNtS ,at Ay 174 I 1 [ C -'>>�-�Q t t tb O £X►�st v.iA42.E..4-tooSe. .1.3/A `a CC S *44 r t tet tit . ^rEk (Ca¢aovEv auTi-61 rrocz's .5 CT' 0 "r;XttiT .6 ?KR MAIM I J 0' 41=x`2 { 1/ 31 tT _ rsy- - 5 PtLbC , tit At t0 -Z `� 10'L sly f \O to 2. A 0 7- 4 D 2-o 2-o 1 IJUN_4t 198 f } �r'F IG.E L i As meeting requirements of this Bureau for classltILauul, ea J however, system changes or additions as recorecomm en applded ies h p�cced r. sheet(s) d and construction t P hown.tltereott=lar shed submitted and for n for final steep ante. - ><lstaliation subject to mspec _ __ - _- _- —_ - sivety to relative - acceptances relate They are not ti rivals and Q her "dW All comments aPP _ noon lire to u h� gtit,t� ,u of whet a: ,,cw, „ respect to he rptee NU otY for er' dull = affect of vari,�u coed � in ani w^Y upon be e"nhas lace, wrth that ha��s'r hich � care" hasamexercisedIL 14 Injury or damage to P{0' ATE PROTECTION FOR result to loss still exist iNADECLID`,� t ,Aj Sf K,'t^,ER tiC1 RECON"�'NWHICH EC1IDRESULT SYSTEM DESIGN Anti D v5c ol �tDnAUL1CALLY DES C1" W AREI-4 pYED RATES fhlStJ'A T T IMPR iN gUBSTANTtALIY - 2'-a" i 0 „ 0 1 Aux c fZ4.1 t -i p -r,1 t_ NT 0ProMETrZ�( Go N C-0 0 0 Co Zit 0,4 - a t tit N 2�Z I td C F c., t. • d' J =(N Pt-kAtZM�.GY 0 s.,6/ 0 0 t 1 0 - 4 - 0 a Q 1 F — - t 1 Y � x Dl 1J ij t 9 .16 u 0 { BA•KE;>zY G 1 's �\N i/ \"' Zti O -S ,I 1 0 `' 5, F .1 r �i Q • WAGzEHOu`-- -- v./ 'S �a PP-ov t t7£ rJ rrW 9r -/-4P ;1..►T '�PIat ty c P ? TE1-T %ot-1 TD NGW OFFtGE QETAtt� Alrc-A,S �fj Y•fte: L_ A'S -1-N-� NfcV.t4t?.Et�ocATe, NE' f SP,Lt ►-W- Pt 91 r-4(.4'TU 6E ��G 1. v E fJ F¢o�n t✓iUrt N L7 WET 5�(ST>rr..1 136.1 >,nAtiVS E t — 3 Gp�t_E�. H 1 7-?,' C)Lt, WAasl-tat.e. - 0 0 . IT° m to 114, d i e toin trI to 41%- ----A=1;#=31774m..., 20-py,, 4=S tAi 5 • 4-0 rA • 1 t_-43 ; I tz 0 The d_ Tukwila Fire Dept. Additions, deletions or revisions to these div.,vings after :his date will void this az.c.-,it ince and mill require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407, and give this job No, 8.0093 Ind exact ackiress. for shut- - - ftvn or restoration approve: — RECEIVED 30 410 BY rUKWILA FIRE PREVENTION BUREAU 1 HANGER LEGEND A COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR •11--p- 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE ./0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND - cc cni SPRINKLER - ORIFICE SIZES AND TYPE iaJ P-4 - SPRAY 16 16 2 1/7 4 17 32 SPRAY 3/4 SIDEWALL — DRY TYPE TEMP RATING et 165' 212' 350' 500' LaJ to 1/2 1/2 1/ SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE_ TYPE FINISH TEMP err -4 4/H TOTAL FITTING LEGEND APPROVALS REQUIRED MEYERTECH VICTAULIC FIT" SN PIPE 0 LET SHAPED NIPPLE ITT GRINNELL "EASE TEE" DISTRIBUTION -- t2 t Co 0 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEvICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED - 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY art-tetzs, DESIGN CRITERIA AND PIPE NOTES REvISIONS MK DATE BY be*t LC C4.41 4.0 A A A CONTRACT WITH CONTRACT NAME !if WORMRLD FIRE SYSTEMS "T ANLS DESIGNER DATE SHEET JOB NO OF k 1 / -et 43 - 0 . IT° m to 114, d i e toin trI to 41%- ----A=1;#=31774m..., 20-py,, 4=S tAi 5 • 4-0 rA • 1 t_-43 ; I tz 0 The d_ Tukwila Fire Dept. Additions, deletions or revisions to these div.,vings after :his date will void this az.c.-,it ince and mill require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407, and give this job No, 8.0093 Ind exact ackiress. for shut- - - ftvn or restoration approve: — RECEIVED 30 410 BY rUKWILA FIRE PREVENTION BUREAU 1 HANGER LEGEND A COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR •11--p- 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE ./0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND - cc cni SPRINKLER - ORIFICE SIZES AND TYPE iaJ P-4 - SPRAY 16 16 2 1/7 4 17 32 SPRAY 3/4 SIDEWALL — DRY TYPE TEMP RATING et 165' 212' 350' 500' LaJ to 1/2 1/2 1/ SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE_ TYPE FINISH TEMP err -4 4/H TOTAL FITTING LEGEND APPROVALS REQUIRED MEYERTECH VICTAULIC FIT" SN PIPE 0 LET SHAPED NIPPLE ITT GRINNELL "EASE TEE" DISTRIBUTION -- t2 t Co 0 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEvICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED - 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY art-tetzs, DESIGN CRITERIA AND PIPE NOTES REvISIONS MK DATE BY be*t LC C4.41 4.0 A A A CONTRACT WITH CONTRACT NAME !if WORMRLD FIRE SYSTEMS "T ANLS DESIGNER DATE SHEET JOB NO OF k P 4 , + 3'' le IYA4.. le+rnl0W4l r �1 .I a+nIY n 74'r 40,174^ * ..,.,,r, k• I.�n^^,r, ,n ,I 'b�+ . 5 4 J r, I"r 7"Y rn IIAP^"•* Iy 7 ^r -Til nr ' *7 n 4 .. �.,� im +r rT .r 1.7^ 17 T, rr^Ir Tors y r 7_ -,gryr.+^T. rr ,1111I ^^1 xrr 0.• . .. , I • , !II 8' M Y w 1.0 .,.1 r r,• -r--.r r i 9'r 1 ..rt ,m,r 1 inti +x 10 'VT ICr'r 1t , ... r N^fyr 12 45P 41, .,,."11 44 -... .,rte "'oyN n 4 Yv1*7'7* n. rd rr 7k.',nor �. �n,f r,.1 15' 1 • ,A7 ^ A ,YIn1..�'hAP, r ' lei ZK6s n 2Y''d4 q{" - 11,44,,4" C. -,c t yr. Co P, Gov 2 01eckt Z4Eir^4° GAoeuE -10., ,,n_. _ _ . ... _ .,....^.. GUILT r o c. c1 i E k 1,-,12/1.,) ()cm) * 14.1 q IjUL.l1LA .1.100 I9,04 1r /'/' 6 4444 0 4 r THIS nt. ,11 opEr N 33 N ENT AT T4-11 T N i E I I- N.47) 5"" —75 Cil -f(1 RP`WLL Mf11_`� A_It '7'-O.. A�J1, © DtMIDA) -, 44,4,4.440.0010,00414 44,.. ur +4 .rl 11.•re nrVMn+b-Tin vin k..' ts(�GN 6) H n / v 4 t ,4 1 'V 1 ,' ^ n 4 P r rN k. . y • I-- -• t r_ • •rt '4',4. ,''q7i . vs n ar• f YU , x nl,es^xa G_17;!1"..t_ ic_ � n N A'�E rrT n t ) Icy hFL�>Cr�rT1 U FGnnc► ; ---i--- -- ••.- 9, GFtlf11 G E I U 0 �Pv i ! t { ; N3ft- 11 1. , -� - i ! 411, +..r,.1111111w,r. Inr.rM r$4'r :ti,N-.4 .:4-- 7.404".404 ,r t ti -Tr D )t\J E. LT() "JOT E LOW It`1iML A t"'""' ,r, RAGS:' - rte_Ca' 11L ,F1 sTAI:nl.Ir~.+ uG•-'• () C::1E ARA& E 17,4,N E. 10'-0" + 1.1 F_ S _1_111.__.• .. _ . � _1-111 _ .. .. _ w ^^r , ItJ i FIn� i� . f1)7`I!' /01) ' \N lfjfJ l -RE Lnr(TJE..D QR IU 6/I ' Hix I-1 LL N 1, S I STINT) 1)t4' 1 i t ;1, L 1 LIE E) 1-1()',.,E, AND NEW f,, Fc :' 1ac:1 `V A',' LIA111;: f t, ,<J r.,,-, r t our. rte, // I � n L) F RLf 4 14 t Lycis7 5i" FACTORY MUTUAL ENGINEERING ASSOCIATION cL�V L2' SEATTLE DI TRICT OFFICE %!�� vND COIVJI 5 PANS ACCEPTED SUBJECT TO CHANCE INDICATED IN TRANSMITTAL 'ETTER. I A7 FM approvad equipment should be used and the installation sh Id conform Ft FM,'','`,' rkLommendea goon practices Final acceptance It this lob is subject to field exam- P inai on ana will only oe given when materials land tests have ten certified ging National Automatic bprrfKlet and Fire Control Issociation Form@5 or equivalel t A separate +orm shoulo oe submitted for each riaJr This acceptanibe is void if t ere are tluoresc.ent lights or other obstructions not tearly shown °tp ; these prints. ,_ia- PER THE ATTACHED LETTER bllity or the FM companies is limited t• their iisurance potigyi "coverages. l �� I `- 'r. ev,y ,' -I" he driawing-6ffIA ereitihavdblen r vig4F ltt•I,t pc9pted by j�� of ti y, t Date �� I l kwila Fire Depf. Addition�s�, e i;igt}n�s or revisions to these drat iWg aftertt isC` date ktnItyp c h,'is''p5cQpt.sAyr. pp'd will require a resubmittal of revised drawings. Ii � > r ~' Final aPtancbi strbjeQt io flet i--� t inspection by a ,representlative of this department; ', 15..,)ets;. C. Reviewed by .- . , rrrt1, ,.N, _ C' FF 1..._1-1... E 1''_ n WI+?IOUTtCAI MENTS. S NOTED IN RED — ALL M[V)ER!AL 13 Lr N EW �` IAL 1\Pi't(ilVI f)- - INSTr`iL...LATInI',) 17) Nil TC NFW r' i CIT`'/ n1 TIW W I L..Lf\ HANGER LEGEND #L --EXPANSION SHELL, ROD & RING *2. — C. CLAMP, ROD & RING *3.— POWDER STUD, ROD & RING #4.—ANGLE CLIP, ROD & RING *5.— L -ROD & RING #6.—EYE ROD & RING #7.—COACH SCREW, ROD & RING ' *B. —CEILING FLANGE, ROD & RING STANDARD SYMBOLS POST INDICATOR VALVE KEY VALVE FIRE HYDRANT FIRE DEPT. CONNECTION 0. S. & Y GATE VALVE SWING CHECK VALVE NEW UNDERGROUND EXIST. UNDERGROUND STANDARD SYMBOLS —ALARM CHECK VALVE ® —RISER W/ALARM VALVE 1. ® —RISER W/DELUGE VALVE • —RISER W/DRY VALVE A — RISER W/ELEC. FLOW SWITCH —WATER MOTOR BELL n —ELECTRIC BELL — FLUSH FIRE DEPT. CONN. SPRINKLER HEAD SYMBOLS ALARM FX1`, Ii1�Lr REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE , p — UPRIGHT ON 1/2" OUTLET 9 —PENDENT ON 1/2" OUTLET p —UPRIGHT ON 1" OUTLET ® — PENDENT ON 1" OUTLET ® — DRY PENDENT ON 1/2" OUTLET • —FLUSH ON 1" OUTLET •Q►— SIDEWALL ON 1/2" OUTLET — SIDEWALL ON 1" OUTLET TYPE DEGREE QTY 2.1 11 2(1 WATER DEPT. 'REArte PiAd seLkx Foe. ciP,c,tlLfiflelc.• FAr)S 2 Loc • nJ t I.IF 1st TOTAL SPRINKLERS THIS DRAWING AMDRAFT K&E ALBANFNE 4/81 1 6 F1,,.,.J / Art t. �e ADDRESS , CITY PHONE NE 2OL / 4 L1 r) - Z003 AR'HITECT + • r L IGLJ S '1 MAYA N ADDRESS CI x. CJfJ i) GC: M' I CL.tir' TUKWILA FIRE DEPARTMENT i k 'Iea a aII; 575.4407 . t hand giiYe'thjs job No._ ...... i,S 4 - nc" and exact address for shut- down or restoration - 0 or" i ,, , AS.Pliller ' i t R k WILL! Jo I Thro 1 ���-r3'--r.�- PROJECT co0-coWi-ln LE P\ LE , ' W k. ADDRESS t I o /mom/ om / E r'"�,. EJ T 1 CITY -rum/h./IL-LA 1 Wi' H 1 tJcm) AJ ' TITLE' , -TUV" OT, 1 M F'1?UVE ilii tU i ' Ar 1 FIRE PROTECTIONCO'' DIVISION OF ZURN INDUSTRIES INC. I ("I91A 11'111-t t'J P! WIMk AND, WP 994 DRAWING NO -mow gi i.} 10 .� ��. 1 t1 44 4. 14