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HomeMy WebLinkAboutPP - 18801 SOUTHCENTER PKWY - SEATTLE TRACTOR PARTS - PERMITS AND PLANS18801 SOUTHCENTER PKWY ASSOCIATED PERMITS 10-F-171 90-314 CONFIDENTIAL A FIRE ALARM SYSTEMS Form: 1/22/01 i 5° ► +wk. BATTERY CALCULATION CHART B CD EF G WA S H I N G T a N A L A R M DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxDI ALARM CURRENT (AMPS) 0 Seattle Tractor Parts CONTROL PANEL AND MODULES SD505APS 1 0.00055 0 0.00055 0 Silent Knight Fire Alarm Panel 5700 1 0.2 0.2 0.325 0.325 Addressable Input Modules SD500MIM 2 0.00055 0.0011 0.23 0.46 0 0 0 0 Battery 12 VOLTS NP7-12 2 0 0 f l 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD505APS 1 0.00055 0.00055 0.00055 0.00055 0 0 0 0 0 0 0 0 0 0 0 0 f l 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.202 24 4.840 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.786 0.083 0.065 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.840 10.065200651 4.905 1 1.3 1 6.376 1 14AH (H) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.202 24 4.840 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.786 0.083 0.065 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.840 10.065200651 4.905 1 1.3 1 6.376 1 14AH (H) CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F 0rrm: 1 /22/01 ►Ci G INA S N I N G T 4 N A L A R M DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) 0 Seattle Tractor Parts CONTROL PANEL AND MODULES 0 0 0 0 0 AES Radio transmitter 7788 1 0.21 0.21 1.3 1.3 0 0 0 0 0 0 0 0.111 0 Battery 12 VOLTS NP7-12 1 0 0 4- \ 0 0 '-� 0 0 0 0 0 0 0 0 INITIATING DEVICES NOTIFICATION APPLIANCES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.111 0 0 0 4- \ 0 0 '-� 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.210 24 5.040 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 1.300 0.083 0.108 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.040 1 0.1079 .1 5.148 1 1.3 I 6.692 1 7AH (H) 0 0 0.202 0 0 0.212 0 0 0.111 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.210 24 5.040 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 1.300 0.083 0.108 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.040 1 0.1079 .1 5.148 1 1.3 I 6.692 1 7AH (H) F ]" F<E= F'F:DTF•_CT I C31' I ETA `( iC11-11F• Li 1— ID E. ]I: C-;11"44 * * * * * * * * * * * * * * * * * * * * * * * * * * * * IC C3 1G C3 F I F'.F IF* F4C4-1"1Vi i — I C3 IN1 Ii I 4J _ * * F-4 'I IF: IEci F'F4Dt3F * * * * * * * * * * * * * * * * * * * * * * : * * * * * * * *********************************************************************** * CONTRACTOR COSCO FIRE PROTECTION * * NAME SEGALE REPAIR SHOE' * * LOCATION SOUTHCENTER PARKWAY TUEWILA. WA. * * SYSTEM NO. 1 * * CONTRACT NO. SW -401 * *****:****************************************************************** CD9( D FIRE F'F:�TECT I fit I ID I v_ ******************************************************************************** F-IYnR-1-EC F'RCI'Gf- fl'�I HYDRAULIC DESIGN INFORMATION SHEET NAME SEGALE REPAIR SHOE' LOCATION SOUTHCENTER PARFWAY TUKW I LA , WA. BUILDING EXISTING AND NEW ADDITION CONTRACTOR COSCO FIRE PROTECTION CALCULATED BY D.E.JACOBS CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE OCCUPANCY TRUCk:: REPAIR S Y S T E M D E S I 1(X)NFPA13 ( )LT.HAZ. ORD.HAZ.GF'.( )1( !( ) NFF'A 231 ( ) NFPA 231C FIGURE '( )OTHER !( )SPECIFIC RULING MADE BY DATE 11-7-90 SYSTEM NO. 1 CONTRACT NO. SW -401 DRAWING NO. i. & 2 CEILING HEIGHT 26 )2(X)3( )EX.HAZ. CURVE DATE !AREA OF SPRINKLER OPERATION 5000 SYSTEM TYPE !DENSITY- GF'M .15 ( )WET(X)DRY( )DELUGE( )F'REACTION !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE !HOSE ALLOWANCE GPM -INSIDE 100 MAKE CENTRAL MODEL A !HOSE ALLOWANCE GPM -OUTSIDE 750 SIZE 1/2 K -FACTOR !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 N ! 5.6 CALCULATION ! GPM REQUIRED 1060.53 PSI REQUIRED SUMMARY ! C FACTOR USED: OVERHEAD 100 W !WATER FLOW TEST A !DATE OF TEST T !TIME OF TEST E !STATIC (PSI) R !RESIDUAL (PSI) !FLOW (GPM) S !ELEVATION U ! F' L Y 76.5 AT BASE OF RISER UNDERGROUND 140 110 78 3318 !LOCATION : !SOURCE OF INFORMATION C 0 M M T 0 A G E F'UMF' DATA RATED CAF' 0 AT PSI 0 ELEV 0 TANK OR RESERVOIR CAP. 0 ELEV. 0 WELL PROOF FLOW GPM 0 !COMMODITY 'STORAGE HT. 'STORAGE METHOD:SOLID • PILED CLASS AREA PALLETIZED LOCATION AISLE WIDTH RACK R A C ( )SINGLE ROW ( )DOUBLE ROW ( )MULTIPLE ROW ( )CONVEN. PALLET ( )SLAVE PALLET ( )AUTO. STORAGE ( )SOLID SHELVING ( )OPEN SHELVING ( )ENCAP. ( )NON--ENCAF' . FLUE SPACING: LONGITUDINAL TRANSVERSE CLEARANCE:STORAGE TO CEILING HORIZONTAL. BARRIERS PROVIDED: UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ******************************************************************************** F- I RE IF F;DTEcT I DNI-- `i( C:C3V1F'IJ rER IDES I (3hI * 74K AK * COE3O''O F I E F'FtOTECT I c3 NI ID I V I S I 0 N * AK AK AK JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 1 ************************SOUTH MOST REMOTE AREA .15/5000************************ HYDRLC. OA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE F'V ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN Va 17.55 1.049 9.75 9.82 OA= 0.15 X 1 17.08SQF . 3- 1 C=100 0.00 0.00 t= 5.60c:) V = 6.51 (T 3 he•1ds 17.55 0.1471 9.75 1.40 ft.ow?" 18.76 1.049 9.75 11.22 K= 5.600 P= 11.22 2 C=100 0.00 0.00 VELOCITY = 13.47 36.71 0.5495 9.75 5.36 7- 22.80 1.380 C=100 59.11 0.3560 9.75 0.00 9.75 16.58 0.00 3.47 k:= 5.600 P= 16.58 VELOCITY = 12.67 L- 4 0.00 1 .610 OE 2.8 C=100 1T 5.7 59.11 0.1680 4.33 5.70 10.03 20.05 0.00 1.69 K:= 0.000 F'= 20.05 VELOCITY = 9.31 L- 5 0.00 2.067 OE 3.5 C=100 1T 7.1 59.11 0.0497 3.00 7.13 10.13 21.74 0.00 0.5c_) t= 0.000 F'= 21.74 VELOCITY = 5.64 59.11 22.24 3 -T K15= 1:.530 4- 1 17.55 1.049 1E 1.4 C=100 1T 3.5 17.55 0.1431 3.00 5.00 8.00 9.82 0).c_)0 1.15 OA= 0.15 X 1 17.00SOF . K= 5.600 V = 6.51 4- 2 18.55 1.380 C=100 36.10 0.1429 7.33 0.00 7.33 10.97 i_).(.)0 1.05 K= 5.600 P= 10.97 VELOCITY = 7.74 4- 3 19.42 1.380 C=100 05.52 0.3170 9.75 12.02 0.00 0.00 9.75 3.09 f. 5.600 P= 12.02 VELOCITY = 11.90 4- 4 21.77 1.610 C=100 77.29 0.2760 9.75 0.00 9.75 15.11 0.00 2.69 K= 5.600 P= 15.11 VELOCITY = 12.17 23.63 1.610 OE 2.8 4- 5 C=100 1T 5.7 100.92 0.4521 5.00 5.70 10.70 17.80 0.00 4.84 K= 5,600 F'= 17.80 VELOCITY = 15.89 100.92 4 -T 22.64 K154= 21.210 3- 1 17.55 17.55 1.049 C=100 0.1471 9.75 0.i)0 9.75 9.82 0.00 1.40 OA= 0.15 X 117.00SOF. F::.= 5.600 V = 6.51 OEs- SEGALE REPAIR DSHOP F: E F - F D JOB NO ) SW -401 E 11- P FAdE ************************SOUTH MOST REMOTE AREA .15/5000************************ HYDRLC. OA DIA. EQUIV. F'IF'E PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN Lima 43 18.76 1.049 9.75 11.22 3- C=100 0.00 0.00 36.31 0.5495 9.75 5.36 F= 5.600 P= 11.22 VELOCITY = 13.47 22.80 1.380 C=100 59.11 0.3562.0 9.75 0.00 9.75 16.58 0.00 3.47 K= 5.600 P= 1.6.58 VELOCITY = 12.67 25.08 1.610 OE 2.8 3- 4 C=100 1T 5.7 84.19 0.3233 4.33 5.70 10.03 3 -T 20.05 2_0.00 3.24 K= 5.600 P= 20.05 VELOCITY = 13.26 84.19 23.29 K155= 17.450 R N 186.62 2.067 OE 3.5 3.00 223.29 -T C=100 1T 7.1 7.13 0.00 186.62 0.4175 10.13 4.23 186.62 LINe42 1 18.00 1.049 C=100 18.00 0. 1500 0=F;*SOF: (P) : F'= 23.29 F: = 38.670 V = 17.84 27.52 K156= 35.570 10.00 0.00 10.00 10.__ 0.00 1.50 QA= 0.15 X 12 0.O0SQF . V= 5.600 V = 6.68 ,"1 2 19.26 1.049 1E 1.4 C=100 37.26 0.5764 2 -T 8.50 1.43 9.93 11.83 0.00 5.72 K:= 5.600 P= 11.83 VELOCITY = 13.82 37.26 17.55 1(157= 8.890 Llme *I 1-2 18.00 1.049 1E 1.4 C=100 1T 3.5 18.00 0.1500 3.00 5.00 8.00 10.3: 0.00 1.20 OA= 0.15 X 120.00SQF . F•::= 5.600 V = 6.68 1- 2 0.00 1.380 C=100 18.00 0.0394 2.50 0.00 2.50 11.53 0.00 0.10 F= 0.000 P'= 11.53 VELOCITY = 3.85 19.10 1.380 1- 3 C=100 37.10 0.1504 7.2.E 0.00 7.25 11.63 0.00 1.09 Fk= 5.6oc_� P= 11.63 VELOCITY = 7.95 19.97 1.380 1E 2.1 1- 4 C=100 1T 4.2 57.07 0.3336 5.0(_) 6.42 11.42 12.72 0.00 3 .81 F:= 5.600 F= 12.72 VELOCITY = 12.23 *Ac** c DBc D F IF::E F'FRDTEGT1DNI ID1'JIB1DNI **** JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 3 ************************SOUTH MOST REMOTE AREA .15/5000************************ HYDRLC . OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE .PV ***** NOTES ***** POINT LST LOSS/F LENGTHS TOT. FF PN 57.07 16.53 1-158= 14.040 1 -T R N 96.06 1.610 (_1E 2.8 0.50 17.55 2 -T C=100 1T 5.7 5.70 0.00 96.06 0.4126 6.20 2.56 O=K*SQR (F') : P= 17.55 f= 22.970 V = 15.13 96.06 20.11 1:159= 21.420 96.06 3.260 12.00 20.11 A C=100 0.00 0.00 96.06 0.0132 12.00 0.16 O=F *SCAR(F') :P= 20.11 K= 21.420 V = 3.69 96.44 3.260 12.00 20.27 K= 21.420 P= 20.27 B C=100 0.00 0.00 VELOCITY = 7.39 192.50 0.0480 12.00 0.58 C• 97.81 3.260 C=1(:10 290.71 0.1028 12.00 0.00 12.00 20.85 (_1.00 1 K= 21.420 F'= 20.85 VELOCITY = 11.15 100.65 3.260 36.00 22.08 D C=100 0.00 0.00 390.96 0.178.3 76.00 6.42 0.00 4.260 OE 5.7 122.25 28.50 E C=100 1T16.4 16.40 0.00 390.96 0.0484 138.65 6.72 K= 21.420 F'= 22.08 VELOCITY = 15.02 K= 0.000 P= 28.51 VELOCITY = 8.79 0.00 6 .':57 2E 8.5 71.25 35.22 G C=100 1724.9 _ 42.08 0.00 390.96 0.0068 73.33 0.51 K= 0.000 P= 35.22 VELOCITY = 3.95 390.96 35.73 1<160= 65.410 I 186.60 4.260 C=100 186.60 0.0123 12.00 0.00 12.00 27.52 0.00 0.15 Q=K*SQR (P) : F'= 27.52 K= 35.570 V = 4.2 187.11 4.260 12.00 27.67 J C=100 0.00 0.00 373.71 0.0445 12.00 0.53 188.89 4.260 C=100 562.60 0.0950 12.011 (:1.00 12.00 28.20 0.00 1.14 V= 35.570 F= 27.67 VELOCITY = 8.40 K= 35.570 P= 28.20 VELOCITY = 12.65 AK * SEGALE REPAIR SHOP I F F.;! A Nf aj9N wry -gI A)1,4pAA* 41c ************************SOUTH MOST REMOTE AREA .15/5000************************ HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT CST LOSS/F LENGTHS TOT. PF PN L. 120.47 4.260 C=100 683.07 0.1360 29.34 0.00 15.12 V= 22.240 P= 29.34 VELOCITY = 15.36 436.14 6.357 5E 8.5 193.33 44.46 V= 65.410 P= 44.46 F C=100 2T24.9 132.72 11.26 VELOCITY = 11.30 1119.21 0.0482 40.00F. 326.05 15.74 PE= FOR HT. OF 25.9 1119.21 BR 71.46 K161= 132.400 **3K* CDBGD FIFE F'F~D 1 L rIDI I DWI SIDNI *jKsic* JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 5 ************************NORTH MOST REMOTE AREA .15/5000************************ HYDRLC. OA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN U WE *10 18.00 1 .049 10- 1 C=100 18.00 0.1500 10.00 0.00 10.00 10.37 0.00 1.50 QA= 0.15 X 120.00SOF . K= 5.600 V = 6.68 10-- 2 10- 7. 19.26 1.049 OE 1.4 C=100 1T 3.5 37.26 0.5764 3 6.42 11.83 3.57 0.00 9.99 5.76 23.49 1.380 OE 2.1 C=10O 1T 4.2 60.75 0.3745 K= 5.600 P= 11.83 VELOCITY = 13.82 3.00 4.28 7.28 17.59 0.0(3 2.73 10 -T K= 5.600 P= 17.59 VELOCITY = 13.02 60.75 20.32 1(162= 1.3.480 60.76 1.610 12.00 20.32 T C=100 0.00 0.00 60.76 0.1768 12.00 2.12 C=h:*SQR(P) :P= 20.32 F�= 13.480 V = 9.57 U . 63.86 2.067 C=100 124.62 0.1978 12.00 0.00 12.00 22.44 ii 0.00 2.37 k:= 13.480 P= 22.44 VELOCITY = 11.91 67.14 2.635 12.00 24.81 ✓ C=100 0.00 0.00 191.76 0.1345 12.00 1.62 K= 1.3.480 P= 24.81 VELOCITY = 11.27 69.30 2.635 12.00 26.43 W C=100 0.00 0.00 261.06 0.2381 12.00 2.86 K= 13.480 P= 26.43 VELOCITY = 15.35 X 72.95 3.260 C=100 3.34.01 0.1332 12.00 0.00 ' 12.00 29.29 0.00 1.60 F(= 13.480 P= 29.29 VELOCITY = 12.83 74.92 3.260 12.00 1� C=100 0.00 408.93 0.1937 12.00 30.89 0.00 K= 13.480 P= 30.89 VELOCITY = 15.71 Z 0.O1:) 4.260 OE 5.7 C=100 1T16.4 408.93 0.0526 78.00 ) 16.40 94.40 33.22 0.00 4.97 K= 0.000 P= 33.22 VELOCITY = 9.20 408.93 G 38.19 K163= 66.170 96.06 3.260 12.00 20.11 M C=100 0.00 0.00 96.06 0.0132 12.00 0.16 0 K*SOR (P) : P= 20.11 K= 21.420 V = 3.69 ****K C0ECQ FIFE F-F.DTEC F 1 3r4 DIVI C) PA*AKAK JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11 -ca PAGE 6 ************************NORTH MOST REMOTE AREA .15/5000************************ HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN 96.44 3.260 12.00 20.27 N C=100 0.00 0.00 192.50 0.0480 12.00 0.58 K= 21.420 P= 20.27 VELOCITY = 7.39 97.81 3.260 12.00 20.85 O C=100 0.00 0.00 290.31 0.1028 12.00 1.23 K= 21.420 P= 20.85 VELOCITY = 11.15 P 100.65 3.260 C=100 390.96 0.1783 12.00 0.00 12.00 22.08 0.00 2.14 K= 21.420 P= 22.08 VELOCITY = 15.02 105.42 3.260 O C=100 496.38 0.2773 12.00 0.00 12.00 24.2 0.00 7 7T K= 21.420 P= 24.22 VELOCITY = 19.07 112.43 3.260 12.00 27.55 R C=100 0.00 0.00 608.81 0.4046 12.00 4.86 8 . 0.00 4.260 OE 5.7 C=100 1T16.4 608.81 0.1099 I::= 21.420 P= 27.55 VELOCITY = 23.39 122.08 16.40 138.48 32.41 0.00 15 .2: .t2•_7 K= 0.000 P= 72.41 VELOCITY = 13.69 456.72 6.357 2E 8.5 31.25 47.64 G C=100 1T24.9 42.08 0.00 1065.53 0.0440 73.33 _ 7.23 i= 66.170 P= 47.64 VELOCITY = 10.76 0.00 6.357 5E 8.5 193.37 50.87 K:= 0.000 P= 50.87 F C=100 2T24.9 132.72 11.26 VELOCITY = 10.76 1065.57 0.0440 40.00F. 326.05 14.37 PE= FOR HT. OF 25.9 1065.53 BR 100.00 IWSIDE F%6 BR 1165.52 1165.52 6.030 C=140 0.0361 96.00F. 1165.52 CC 415.00 96.00 511.00 76.50 K:164= 121.820 76.50 0.00 18.46 Q=K:*SQR(P):P= 76.5 K=133.257 V = 13.09 94.96 K173= 119.610 4c*AKetc cC]E3 F' IRE F'F D 1 la" (:TIDNI DI '.JI8IDNI 4c sic AK* JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 7 ****************************MOST REMOTE AREA .3/2000**************************** HYDRLC. OA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN LING ill 24- 21.00 1.049 24- 1 C=100 21.00 0. 1995 7.00 0.00 7.1.)0 24- 22.02 1.049 C=100 43.02 0.7520 7.00 0.00 7.00 14.06 0.00 1.40 OA= 0.30 X 70.00SCF . F= 5.600 V = 7.79 15.46 0.00 5.26 24- 3 25.49 1.780 C=100 68.51 0.4678 7.00 0.0)0) 7.00 20.72 0.00 3.27 F:= 5.600 P= 15.46 VELOCITY = 15.96 1...= 5.600 P= 20.72 VELOCITY = 14.68 24- 4 27.4: 1.610 1E 2.8 C=100 11 5.7 95.94 0.4117 24 -T 5.00 8.55 13.55 23.99 0.00 5.58 K= 5.600 P= 27.99 VELOCITY = 15.11 95.94 29.57 K165= 17.640 L. I M 2.1.00 1 .049 22- 1 C=100 21.00 0.1995 7.02.1 0.00 7.00 14.06 0.00 1.40 OA= 0.70 X 70.00SOF . Fi:= 5.600 V = 7.79 - 22.02 1.049 C=100 47.02 0.7520 7.00 01.0)0 7.00 15.46 0.00 5.26 F= 5.600 P= 15.46 VELOCITY = 15.96 .z 25.49 1.380 C=100 68.51 0.4678 22- 4 26.62 1.610 C=100 95.13 0.4053 4.0101 0.00 4.00 20.72 0.00 1.87 K= 5.600 P= 20.72 VELOCITY = 14.68 7.00 _ 0.00 7.00 22.59 0.00 1 "^ K- 5.600 P= 22.59 VELOCITY = 14.98 22- J 27.33 1.610 1E 2.8 C=100 1T 5.7 122.46 0.6466 5.00 8.55 13.55 23.81 0.l)0 8.76 122.46 22 -T K= 5.600 P= 23.81 VELOCITY = 19.29 32.57 F166= 21.460 201- 1 21.00 1.049 C=100 21.00 0.1995 7.00 0.00 7.00 14.06 0.00 1.40 OA= 0.30 X 70.00SQF . F•;= 5.600 V = 7.79 20- 2 22.012 1.049 C=100 43.02 0.7520 7.00 0.00 7.00 15.46 0.00 5.26 F::= 5.600 P= 15.46 VELOCITY = 15.96 ** cC3E3CiCi F'IF:F F'F:CiTF4 TIClhJ DIvIBIDN Ac*** JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 8 ****************************MOST REMOTE AREA .3/2000**************************** HYDRLC . OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV POINT OT LOSS/F LENGTHS TOT. PF PN ***** NOTES ***** 20- 3 25.49 1.380 C=100 68.51 0.4678 7.00 0.00 7.00 20.72 0.00 3.27 20- 4 27.43 1.610 C=100 95.94 0.4117 20- .5., 1.00 0.00 1.00 23.99 0.00 0.41 27.66 1.610 1E 2.8 C=100 1T 5.7 123.60 0.6578 4.00 8.55 12.55 24.40 0.00 8.26 123.60 20 -T F:= 5.600 P= 20.72 VELOCITY = 14.68 K= 5.600 P= 23.99 VELOCITY = 15.11 K_. 5.600 P= 24.40 VELOCITY = 19.47 "^.66 1167= 21.630 40 - 1 21.00 1.049 C=100 21.00 0.1995 9._3 0.00 9.33 14.06 0.00 1.86 OA= 0.30 X 70.00SQF . K= 5.600 V = 7.79 40- . L. 22.34 1.049 C=100 43.34 0.7624 9- 0.00 9.33 15.92 0.00 7.11 h= 5.600 P= . 15.92 VELOCITY = 16.08 25- .. 26.87 1.380 1E 2.1 C=100 1T 4.2 70.21 0.4895 6.50 6.42 12.92 27.07 0.00 6.,- V= 5.600 P= 23.0)3 VELOCITY = 15.05 70.21 29.35 K168= 12.960 25 -T 1 21.00 1.049 C=100 21.00 0.1995 23- 2 9.73 (_).1_)0 9.33 14.06 0.1_)i_) 1.86 OA= 0.30 X 70.00)SOF . F= 5.600 V = 7.79 22.34 1.049 C=100 43.34 0.7624 7.17 0.00 7.17 15.92 0.00 5.47 I= 5.600 P= 15.92 VELOCITY = 16.08 ,,T - 3 25.90 1.380 C=100 69.24 0.4770 2.17 0.00 2.17 21..•9 0.00 1.04 K= 5.600 P= 21.39 VELOCITY = 14.84 23- 4 26.52 1.610 1E 2.8 C=100 1T 5.7 95.76 0.4102 6.50 8.55 15.05 22.43 0.00) 6.17 I;= 5.600 P= 22.43 VELOCITY = 15.08 95.76 23 -T 28.60 K169= 17.910 * AK * sK C3C3E3G(3 F" I Fe: E.: F'F.DTEiCT I CMIV I) I'V I 9 I O1V 4c AK AK AK JOB- SEGALE REPAIR SHOP JOB NO SW -401 DATE 11-7-90 PAGE 9 ****************************MOST REMOTE AREA .3/2000**************************** HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN 21- 1 21 .00 1 .049 1E 1.4 C=100 1T 7.5 21.00 0.1995 6.00 5.00 11.00 14.06 0.00 2.20 OA= 0.70 X 70.0 SOF . K:= 5.600 V = 7.79 21- 2 22.58 1.049 C=100 43.58 0.7702 21- 26.29 1.380 C=100 69.87 0.4851 7.50:0 00.00 7.50 9.3 0.00 9.77 16.26 0.00 5.78 22.04 0.00 4.53 21- 4 28.87 1.610 1E 2.8 C=100 i.T 5.7 98.74 0.4342 6.50 8.55 15.05 26.57 (3.00 6.53 k;= 5.600 P= 16.26 VELOCITY = 16.17 F::= 5.600 P= 22.04 VEL..00ITY = 14.98 k:= 5.600 P= 26.57 VELOCITY = 15.55 98.74 21 -T 77.10 K 170= 17.160 26- • 1 21.)0 1.049 1E 1.4 C=100 1T 3.5 21.00 0.1595 7.50 5.00 8.50 14.06 0.00 1 .70 QA= 0.30 X 70.00SOF. K= 5.600 V = 7.79 26- 22 23 1.049 La_ . C=100 43.23 0.7588 7.50 i_0.00 7.50 15.76 0.00 5.69 26- 3 25.94 1.380 C=100 69.17 0.4761 9.33 0.00 9.33 21.45 0.00 4.44 L= 5.600 P= 15.76 VELOCITY = 16.04 F:= 5.600 P= 21.45 VELOCITY = 14.83 26- 4 28.49 1.610 C=100 97.66 0.4254 2.50 0.00 2.50 25.89 0.00 1.06 K= 5.600 P= 25.89 VEL..00ITY = 15.38 26- 5 29.07 1.610 1E 2.8 C=100 1T 5.7 126.73 0.6890 4.00 8.55 12.55 26.95 0.00 8.65 K= 5.60( P= 26.95 VELOCITY = 19.96 126.73 26 -T 35.60 4:171= 21..240 1 124.25 6.357 C=1010 124.25 0.0008 8.66 33.00 00.00 0.00 8.66 0.01 8=K*SQR(P):P= 33 K:= 21.630 V = 1.26 98.59 6.357 8.66 77.01 2 C=100 0.00 0.00 222.84 0.0024 8.66 0.02 K= 17.160 P= 33.01 VELOCITY = L.LJ C3I EIPJONO WTE _ OB- SEGALE REPAIR SHOP JOB NO DATE PA * 1 ► ****************************MOST REMOTE AREA .3/2000**************************** HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 123.33 6.757 8.66 33.07 .. C=100 0.00 0.00 346.17 0.0055 8.66 0.05 K= 21.4600 P= 33.03 VELOCITY = 3.49 103.01 6.357 8.66 37.08 K= 17.910 P= 33.08 4 C=100 0.00 0.00 VELOCITY = 4.57 449.18 0.0089 8.66 0.08 101.58 6.357 8.66 33.16 K= 17.640 P= 33.16 5 C=100 0.00 0.00 VELOCITY = 5.56 550.76 0.0130 8.66 0.11 74.75 6.357 8.66 37.27 6 C=100 0.00 0.00 625.51 0.0164 8.66 0.14 12.9600 P= 33.27 VELOCITY = 6.72 101.96 6.357 8.66 33.41 7 C=100 0.00 0.00 727.47 0.0217 8.66 0.19 := 17.640 P= 37.41 VELOCITY = 7.35 12.3.12 6.357 OE 8.5 29.17 33.60 V= 21.240 P= 33.60 8 C=100 1T24.9 64.96 11.26 VELOCITY = 8.59 850.59 0.0290 40.00F. 94.13 2.74 PE= FOR HT. OF 25.9 850.59 BR 47.60 K172= 123.290 0 6% • PRESSURE - PSI • 111 " 11 dilasi iollii=-"� II UMW MOM sw Y•u11MM1MMI1MMMwMwti.�: INIIwMwnllw UlilWEw1 i 1 11ww.-_--rem • . 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YY. � - ,-- qq N q� III { ' �pqn II �• IIIpIII,I' r tpp�� . a lit EIM ' Yyt��Y n � , • .. /1/N ft...1 •El , : , .MI WINEIVES Iwi smom "' • .I M Ul j :: , unnusIMW �I 47 NMI. �i•i•.:.111 ilICIUM���.- . � J w 0MMIIw11 p pq CP M ott1 lwIS woods z 0 er • "ON .L.1Yii1.M00 WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 981 21-21 90 November 26, 1990 PLAN SHEET 1-2 OF 2 SUBJECT Segale Repair Shop 18801 57th Avenue S. Tukwila, Washington 98188 The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to provision of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Proposed design of .15 gpm per sq. ft over 5,000 sq.ft. is acceptable for automobile repair and minor storage of parts. System design should be reinforced to adequately protect the increased hazards if there is any deviation from the occupancy such as the use of flammable liquids, rack storage, and storage over 12 ft. in height, etc. 2. Revise design area to include the paint shop plus 20 feet out on all sides with 90 sq. ft. maximum spacing and a full stagger. 3. Provide complete hanger details. 4. Drains should be provided for all trapped piping in dry pipe system as specified in Article 3- 6.3.3 of NFPA 13 (1989). Provide gang drains for multiple trapped branch lines. 5. Operation of dry pipe system to be in accordance with Article 5-2.3.1 and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. 6. Replace sidewall sprinklers in tire storage area with standard upright sprinklers. 7. The use of sidewall sprinklers in normal situations is discouraged. If sidewall sprinklers are used, they must be specifically listed for use in ordinary hazard occupancies and the spacing should not exceed 10 ft. between sprinklers with maximum throw across the rooms of 15 ft. Spacing should not exceed 80 sq. ft. per sidewall sprinkler, and their use should be made under smooth ceiling construction only. 8. Recommend design of system be revised to ordinary hazard pipe schedule, sized for one area above and below the ceiling, or provide written certification that a fire rated ceiling assembly equivalent to 1/2 -inch plasterboard will be used. A C C P° E`er b BY AS1M SUU'dEl°II:6 8ups Gr.' E4U SEM/ a _ 9. Provide minimum 6 inch three-way fire department pumper connection. 10. Pipe all drains to a safe point of discharge outside. If discharging drains to floor drains inside the building, the floor drain should be capable of accepting the full discharge of the main drain and test pipe when fully open. Pipe drain from water motor alarm gong outside, not into the 2 inch drain line. 11. Recommend the replacement of butterfly control valves with indicating gate valves with unobstructed waterways which are listed and labeled by UL for fire service. 12. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, under all stairways, to filter compartments of heating and air conditioning equipment, intermediate levels of storage racks, and to roof skylights. 13. Provide the nameplate data for hydraulic designed systems as specified by NFPA 13. 0 f 0 0 w 01 0 Scope of Work: Replace existing Fire Alarm control panel with FIRE addressable control panel. Add addressable smoke above the new panel. Connect to existing sprinkler and tamper switches. Install miniature input modules to make these switches addressable on the new system. Install AES network radio to serve as Central station transmitter. Signals will be received by Washington Alarms U.L. certified Central Station. I// Grounded per NEC standards. Pt.1 FACP MIM Pt. 2 Pt 3 MIM SYMBOL LEGEND SILENT KNIGHT 5700 FIRE ALARM CONTROL PANEL SMOKE DETECTOR SPRINKLER FLOW SWITCH TAMPER SWITCH MINIATURE INPUT MODULE (ADDRESSABLE) To AES radio To dedicated 110VAC power outlet MIM Alarm panel is addressable and all devices are on an SLC loop. Each devices functions as it's own End of Line resistor. To dedicated 110VAC power outlet WASHINGTONALARM WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN ML EMAI L: raa lOwash i ng tona la rm. com WWW. WAS H I N GTO NALAR M. C O M JOB SITE: SEGALE BUSINESS PK Seattle Tractor Parts 18801 .Southcenter Pkway Tukwila WA. 98188 PAID AUG - 5 2010 TUKWILA FIRE DATE: 08-04-2010 By: M. McILWAIN 0 O r. TSD Without Comments As Noted in Red Per The Attached Letter These plans have :;.n riiewed by The Tukwila Fire prevention Bure- cr. Ormance with current City �::andards. Accept., - ; infect to errors and ornissions which oo r ui anze violations of adopted `andards and ordinanc s. 1 rye responsibility for the . dequacy of desgo res..s to;a''v with the designer. =:iditions, deletions or rey„o s to these drawingsjafter iris date will void r"•L 7cceotance and will requirea resubmittal of r viseo orawirgs tor subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. bate: i5-‘- /C) By: .Sl 1 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance T estfr g of any Fire Alarm and Dr i:aciio,7 Systems. r=ailu-Q of Desi v:-i!I result in a Se- i+- soeciA 1 Fee ar,C ''errni :-i, -c );e tesfin-i. '141.g. caircaoly 4 .4..1 h sk l i A -at.c fieri'. kr.o-F /c -e150- hSaO ( r1 • vCRkt", ilcttiotk f C1(0-10 ° - ok40 :c k4l FA's( Ltrc.AI Dka - • 1 KWILA EIRE DEPART & Please call: 575.407 and give this job No. /o -F and exact address for shut, Sown or restjration acorewI A E STANDARD HANGERS (Circle hanger(s) to be used) Y44 1- I 11, FASTENER `- CEILING PLATE (OPTIONAL) �----^COACH SCHEN R00 .-PIPE RING OP w I s a 14, w 0 4., w 0 ,4 L P 3C ` FASTENER 1 {PO+NOtA 01001 L..pop000PLING +--Alt THREAD (1:.\ii ROO 4C 5W 5C 5S 6W as 4 -PIPE RING 10A_4. c' 4° G Orn o. w APG ODo 0 CONCRETE ANCHOR I0E11LLE01 ROO COUPLING 6+ --ALL THREAD ROD ... PIPE RING ,~^-FASTENER o 1 6+^'^ ALL 11014011I AO 100 +- PIPE RING SIDE 01 AM BRACKET CLIP( �-^ SHORT BTRARI „_SPRING LOADED TOGGLE \--tilt ING PLATE (OPTIONAL, a.4...)— All THREAD R00 �- MPF RING REA NUT FLAT *ASK R LT. „--.— ALL THREAD R00 1OS 11w 11s o c 0 PAPE RING TOP SEAM . C CLAMP -ALL T1410010 R00 4- PIPE RING -TOP SEAM C CLAMP ALL THREAD R00 *PIPE RING CEILING 4.1_11.~FLANGE +-FASTENER 6 ALL THREA0 100 +PIPE RING FASIENEN .__CAP OR 510P t' TRAPEZE IAN I. t`-1 12S CHANNEL PIPE OR RNGLE IRON 13S 1+•-'- ALL FHHE AO R00 Ow.. PIPE RING 14S i" 14W 14C 1Al1ENEN 11F- I jl 4 ..........-fYE R00 SB 1 FASTENER ^-• ;RACE FITTING COM" ET4 SWAY BRACE PIPE SB 2 PPI RING FA TONER (RACE FITTING -/ COMPLETE BRACE FITTING ENO WELDED SIDE HAM CUP IRACf FITTING -^ENG PIPE CI AMP SWAY GRACE --� w �l/ PIPE ]1404 1\\/ ASR WNUTS ' - AN0 WASHERS q,,) l 'ESLi1 1.11,1 i" a i t IN 101%74.3. I` 1 1 is 4444. _.........,.... �.'... N eI010 44 Y' 'I r / 1 11 '1 1'1, ,14,e o 4I. 4, 'II rt .4441. ,r.... + A. 0 0 % ""'«..F_ 00•••• 40,e. h4.n 4114.*� 11 t IA ZZ 0 -,44.1. ,.. **IA .. 4 711 40S 1 IMPORTANT In Localities subject to freezing conditions, it is the owner's respon 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 lamannommommimommi CONTRACT RESPONSIBILITIES ITEM GFPS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING 1. ..I COORDINATION RECORD REF DWG REV /DATE NAME 444'm t„ 4 4 I I I - 4- vir .4.r..«. .„..,..Y Oz-. tam"L 0-4 }.tc'C, 4 1 'O.' V!. 1 1 rev. ..,w.. v. ,w...,«....+„,,, -*h.4 _.......„-.... en,...,r..._.a....e.. 4444.,. 1,,,_....e......,,+r.,.......- ,,,,,A,�� TELEPHONE ...-.w. .......,.Y""3 1441.. PIPING INTERIOR r - UNDERGROUND NO, OF DROPS ... \. , MATERIAL REQUIRED DIAMETER nFEET . 4, " PIECES 4,4444_ .-4444. «. TYPE 1%-�� 4.44. 4.14.4,44.4444,44.44 vov 1444.., 4r_.,,.. • \ Fr: ni"l_ 9Q e F 44.1.4 SPRINKLERS ORIF TEMPT FINISH CANOPY L -, w .41 44, K SYMB t 4444. QTY TOTAL THIS SHEET • id N1*' A Hydraulic Reference Point 4)*() - Line Designation , -Dk}- F. of Pipe Below Bottom of Deck „2 Ct. of Pipe Above Ref Plane Main Designation + Earthquake Bracing —so—. Hanger —40— Union Screwed Cap , Grooved Cap Screvved Plug 4'444i'; Elevatitin Change in Pipt 10 4 M SYMBOLS Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve (ALV) Electric Bell INater Motor Gong (WMG) Wafer Check Valve Swing Check Valve " System Riser ^ fire Dept Conn, (Standard) (FOCI Fire Dept Conn (Flush) IFDC) Fire Dept Conn (Sidewalk) (FOC) --t—. Post Indicator Valve (PIV) 12.1 Fire Hydrant (3 Way) —to, Thrust Block Key Gate Sectional Valve with Roadway Box o= Fire Hose Assembly (see notes) Inspectors 'test , Grooved Coupling IGC) Flanged Connection —r Angle Valve XI ABBREVIATII 1308 BOD BOP DO HV NIC NTS a„ OBJ PRV TOP a TOS UON IV A y„ 4 eu ,+.J«w+r 41, ":4'1' AS No r ED The drawings aff►xed hereto have ngeor' reviewed and accepted as m eetexceeding minimum requirements of t he re City of Tukwila Fire Dept 4 Bureau of Prevention Additions or revisions to these this date shalt ewedbe drawings a• construed as being approved or .`4 —/ VI- `....'......,, CITY OF TUKA BUREAU OF FIRE PREVENTION r fLipi ttpn: ne coo nor dnj 00 C, Pressore Reit Valve STB8togatt;tt(°o01 pirntniapopeef:P:1' Hose Valve Not to Scale Roof Manif„ Bottom of Pi Unless Other 043 Noted SYSTEM TYPC WET , DELUGE L) DRY — ,f1 PREACTION I ' II „ r M rn , „ I I 11 r, . M n r 1 N , . n +1' ++, V.,rr 14 r'1 V 4 11 rPd11r nil .I r1 +, 44+1 it i ,A'M1 I, Wr. E'' 7!,°T r BE CQIITACTEO T'J liC'�'ilbC TESTS: I ��,,��; ti 4�4r.1� Visual Inspection 2. V14;r. Ilydrestatic 3 Elushing 4 Ilvdrostatic 5. Lay Valve Trip Test , TIIILS FIRE „ 1 Y 4 u + Y 1 Ir s II 0 4 �„ 4444 _ _ w _ 4444,0° ,.a.. _-- -.-. .y r--- " 4---_.00* 1441 +r.... -e �..._ . -4-* 1 ` -.. ..«- _ ...___*,1...00. r NO DATE BY I REVISIONS — SEE FLAGGED AREA ON PLAN' C.3 ISO IRI FM APPROVALS OUT OUT OUT IN '44 IN GRINNELL FIRE PROTECTION SYSTEMS PROVIDENCE R CONTRACT' NAME ' res 4 DESCRIPT ION SYSTEM HAZ AMC) DES,19.N DATA AREA OF APPLACATION HYDRAULIC SO ET ALLOWANCES ' ' GPM HOSE AA Q AYA JA f .PPE ILEYS SI NU fR: ', PSI WITH , 4 GPiVI FLOwit,,4 SCALE DRAWN BY CHECKED BY, ,01.0.101 SIGN DATA \ SvslEm AREA TEST TAKEN AT' 11 he 0 CIPM/SO , SO FT 1144 DATE DATE THESE PLANS PREPARED AT, DRAWING NO CONTRACT NO , , in 9 I ' NI r 4 r i! ti /7-4"' /7=4" 1 /7-4g Z'/ZX Zi- 0 -�8 6)t 2 �jz t-tYy� f \rry t I { C -f ? t 0 it - 1\ 3-e 8- in 0 1 N NI i'l ell ti I I) ,,,i6F; (I f r',' -,AIG 1 . - 1 r 1�R{Iit'l ,� -7.,kZ3 I nit W ro t �,� a� ,a� .y - } M d _t 5/0 13/21,47-11/4 ( �ti ¢ SPL l 1 j h 0CA !4 r 4Jf,I6'ST fJf.-'. Z - ut La L -la—t OY2 6-��9� APS Af meeting requirements�' 3 - or p+ , however: of Ihls nureau for elaesdreetan or pri - s however. changes or additions as recommended do the sttach�• result in Improved rdtes.,Acceptance applies to sl�rtlittad and for �nsttuction and occocancy shown thereon, plans ed In ;�;{on subject to inspection lor`ta{a 6' J ' Ardr a.7i,t'u ._ - �-f 14-Z' 411( 11 - ,3 r — All comments and acceptances relate exclusively to Telative effect of v various conditions upon fire insurance rates They are not to be con- strue1 as bearing in any way upon the question of whether "due care' has been exercised with respect to possible liability for personal in- jury or damage to property It rs.recognued tiat.tiazards which may tutu'}t.in Inss.stiII„exist T/E /ir/ra , Wr'9//e CE/t'77 6L "61- fl/,z /jA9,- t">r DE✓/G� 6 0 gaJ N t 5L5 -f° i f{prr,R F I our. ,r I Ar w //4 — eel Aiet, vic t .GENERAL VOTES: kj.) I IP • .11 II I o0 ,y r D V.01 J • 0 7-/a t ; i ? /o .1 g-0 1 7-/v n N4 - *l t 9- 4 '1 1 11 �\;- N 14 1 q 4i Q `HO {P-eo —" `f o � 4- t) 0/1 1 � 9-4 /-/0 8-4 //- 4 T f"BMJ/P�•�c 1. Q J rf "4. v /---til-7 ?y� - 4- r;�, 1 t I I 1 �, I -" 7 4 9-4 0— r SCJ 11-4 4 -43 / j, It 0%4-- i 41/4,4 1. ilas system is designed to deliver 0./C C.P.11.' over the most remote .5,1040sq.ft. with bead spacing at a rax. of _ 2. Installation to ccsnform with 11.P.P.A. pamphlet No. 13. 3. All material to be new and ILL: approved. 4. All welding to coiform with Ain D10.9 and to be performed 5. Use scH, 40 yipe for limes & -schedule 10 pipe for mains. .6. Protection of heads from paint. by others. - 7. All electric viritig. by others. 24 41 41 1, • -Q-FiZ,-‘;017:7---- _a= iVeZI 0 0 • - 4. -14 4 • t4 A Zikk ATI 4-0 te-Arrk. ;int 4-3 41, 11-0 5 ): Vo 41.—It ,..11 IT /.7._.f..4_4_3....l.= A 5-.2i,_, frz©-__ 11: 1---1' -' z,fi:::;!11-,54ifti, :-.1*;11-•--;.° Z/1 - ------: 1 a. 1 0 7-6 1 1 2- so I 6 - r ” 'ACCEPTED 1...13 THE ATTACHED LETTER T '‘.ings affixed hereto have been re 1 i accepted by the City of Tux ..1 AJditions, deletions or r.1 ttese drawings after this date t It a:ceptance and will reckti..; a r- Mal of revised drawings. Fin : is subject to field. D A T_ V/?0_0. 2i : 7-- o 1 z- p - 0 off, TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job , - and exact address for-shul,.. down or restoration ap;itov HANGER LEGEND #1.—EXPANSION SHELL, ROD & RING #S..— POWDER STUD, ROD & RING #5.—L -ROD & RING • EYE ROD & RING • COACH SCREW, ROD & RING #8..— CEILING FLANGE, ROD di RING THE COMPLETE LINE/ 87913 STANDARD SYMBOLS i;E POST INDICATOR VALVE KEY VALVE — FIRE HYDRANT y —FIRE DEPT. CONNECTION N — SWING CHECK VALVE 0.4— NEW UNDERGROUND EXIST. UNDERGROUND STANDARD SYMBOLS — ALARM CHECK VALVE A -RISER W/ALARM VALVE — RISER W/DELUGE VALVE — RISER W/DRY VALVE WATER MOTOR BELL Elrz -ELECTRIC BELL Irma —FLUSH FIRE DEPT. CONN. j SPRINKLER HEAD SYMBOLS ALARM O UPRIGHT ON 1/2" OUTLET • — PENDENT ON V?' OUTLET • UPRIGHT ON 1" OUTLET CIP — PENDENT ON 1" OUTLET • DRY PENDENT ON 1/?' OUTLET e5 —FLUSH ON 1" OUTLET 45--SIDEWALL ON 1/2" OUTLET 46.—SIDEWALL ON 1" OUTLET SPRINKLERS 4 14X (4 SSP DEGREE acl MK' DATE QTY A /--fs I A 39 A BY CO -ORD„. REVISIONS—LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE CONTRACT WITH s-74.1" WATER DEPT. PHONE ARCHITECT TOTAL SPRINKLERS THIS DRAWING - CITY - CITY PROJECT ADDRESS CITY -577 0 • II dint - 1990 • p Einnetki 91 g '3 -A a To -_ PHONE PHONE COSCO FIRE PROTECTION DIVISION -10910 -117TH PL. N E. KIRKLAND,WA.98033 DRAWING NO: ,....--37,--4 - ---= -.i`. - — -- i I 1 1 .f;= arji GGy�REA ,9 9 ;;'P f(41 -6 1. nig system Is designed to deliver 0./-s-C.P.M. over the most remote :'6"°° sq.ft. with head spacing at a max. of /30 sq.ft. per Iliad. 2. Installation to confora with N.P.P.A. pamphlet No. 13. 3. All material to be tev and ILL. approved. 4. All welding to conform with AWS 1)10.9 and to be performed 5. Vie pipe for lines &.schedult 20 pipe for swans, 6. Protection of heads from paint. by others. 7. All electric wiring. by others. 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 #8.—CEILING FLANGE, ROD & RING STANDARD SYMBOLS 41 —POST INDICATOR VALVE Ze —KEY VALVE 444 — FIRE HYDRANT y —FIRE DEPT. CONNECTION - SWING CHECK VALVE oing— NEW UNDERGROUND t.71— EXIST. UNDERGROUND STANDARD SYMBOLS —ALARM CHECK VALVE A —RISER W/ALARM VALVE 121 -RISER W/DELUGE VALVE — RISER W/DRY VALVE A —RISER W/ELEC. FLOW SWITCH GN —WATER MOTOR BELL — ELECTRIC BELL roar —FLUSH FIRE DEPT. CONN. SPRINKLER HEAD SYMBOLS 4x ZFO z4-Q� o if 1 1 '5 J, r4-0� J, LA 14 I 4.4 4x 7 ri • sr 41, /1-0 els O —UPRIGHT ON 1/2" OUTLET • —PENDENT ON 1/2" OUTLET • —UPRIGHT ON 1" OUTLET • — PEN DENT ON 1" OUTLET — DRY PENDENT 014 1/2" OUTLET e -FLUSH ON OUTLET 45,—SIDEWALL ON 1/2" OUTLET ALARM SPRINKLERS TYPE DEGREE QTY ssd bt) 2.00 14 4.8 TOTAL SPRINKLERS THIS DRAWING MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES it 1 1101.11.141* see- r Air 4.:1_ BY SEATTLE. WASH. NOV 2 6 1990 As meeting requirements ru t...witcatton as spnristered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. &tithed installstion subject to inspection for final az,-;;:tanCe. All comments and acceptances relate exclusively to relative effect ot various conditions upon fire insurance rates They are not to be con- strued as bearing in any way upon the question of whether "due care" has been exercised with respect to possible liability for personal in- jury or damage to property. It is recognized that hazards which may result in loss still exist. 1-7,N1 f' F ! r nJ r _ . . L ^ 9 7 ' 9 30 f . c J ... { v f ( 1VV-CI FIELD INSPECTION BY PHONE 441-6,674, CONTRACT WI TH ADDRESS 3. CITY 4. WATER DEPT. ADDRESS ARCHITECT ADDRESS CITY CITY ' PHONE PHONE PROJECT ADDRESS CITY SURVEYED: COSCO FIRE PROTECTION DIVISION 9/90 DRAWING PtO: SEW4GE / ..Z)c l4.0 TRE PRLVEITION BUREA1 ffee L( Mete w/ Reci,a_t-nealo(Q_ 744 oNC /axe )-;c/. Fre - Late Rd/ 54;L-)40A)Lr - Bel/4, The h_lve been revie: .d 'jog or exce; g City0t of Vii'e Preventoi A.iii, .fiwge- drawix- constrtre SUREA11.)1 AOGivr411-- 7r. &OP I Agfri /A4-A)d-‘144i #e"-- /140g5kabcfc-775- ,10 S6- 6 44 et. eto (Frc 41ittewk ciacz_)101 c97 U.L. UL. /162- /VI 66. a. L. 5eL U. I— CE34/cri 2_ • • • • • • • • • • • • • • • • • • • 1 • • • • 1 • • • • i • • . O OO S CO 4) a) r-1 o 0 o 04 CO 0 CD F4 a) ▪ a) 0 •r -l-1 a) $44 >, • •N •ri a) k 0° 121 g b +, o • 0 m r • c 43 c.1 co 1 0 a)4 '0Pa 0 O # a) 4 4-1 � Cd (!)4 ` 0 1 431s .0 c0 cdO U +. ,n a• )m 43 0 en o4 � a 01-4 rl1 N N .4 r-1 cc s ami ridig *Chi S4a) 0c�a C/� H M r-1 — c g 0 1 The drowli.!ga L(DC; have been reviewed ai,d acce;:ci 11-1,2:ting or excee:flgr.:,c7,:.eirient3 or the City of Tuiw.r:i3 D..ireau of Fire Prevention. to these drawings after thL-, dte shall not be construed as baing appioved or reviewed. TUn'fiL CiT.( ls. BUREAU OF FIRE iUOI n Lir St 1979 ouREAu r i J LE6Etil) 47 €P-- / a ~ OQ Ra7` o7 RirF WcAZ#- ce d i t -(;-c & CAV M M I JRA L PtAl S -hD 1 t +mom, Norms �. R rm. I..Wm.I - -- as fir. ta," �n 1 FA z4' - 144', 0 O On - AIMENT TO BE C0$TACTE 10 W1TK TIE FOLLOWING T : 0 drawings affixed h eviewed and accepted as mee exceeding minimum requirements of City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed asbeing approved or reviewed CITY_ TUKWILA BUREAU OF FIRE PREVENTION have been or auC ,- 3. iild:rar 'shin! 4. C":er".;I Hyrtra,,•iit: 5 './ :.1v: Tii T.s i. y457 -4 // 47.1e4( '5 l f/' -r& % 2. , s`40 1/12.044J 5-4- W'affe c f-- M 31 &/( 4 f neL( -77 — � 4( Ctit4-4:-(1L3;0 h 1--e--`-'� u. t cre4 S, • Pk `i ova 4e5e., a t 2zs f�. 1i? E D BY TUKWILA FIRE PREVENTION BUREAU SEGALE SHOP ADDITION SCALE: t " 1 31' Cr DATE: t _ j 7.7 APPROVED BY: DRAWN BY REVISED IDRAWING NUMBER 24X3-3 PRINTED ON \0 10001-1 tO CLEARPRINT