The URL can be used to link to this page

Home My WebLink AboutPP - 18035 SPERRY DR S - WELLS FARGO - PERMITS AND PLANS18035 SPERRY DR S ASSOCIATED PERMITS 09-F-063 07-F-160 96-F-308 09-S-034 08-S-523 08-S-406 96-S-270 96-S-090 85-162 D08-498 D08-426 D07-452 D96-0093 M13-158 M09-012 PW06-154 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Wells Faro 18035 Sperry Dr. Permit No.: 09-S-034 Date: Reviewer: February 24, 2009 Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide. sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. INSPECTION NUMBER INSPECTION RECORD lyf /3- /5-0 Retain a copy wit ermit POS7T PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: •v Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: PA Address: Suite #: /8035' 4' " " Contact Person: Special Instructions: Phone No.: KApproved per applicable codes. riCorrections required prior to approval. COMMENTS: �•,71‘9/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Date: 7 , /y Mrs.: / v f Inspector: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit RT -O o(06 Atcsb— �(23/t4- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: Address:? Suite #: / SU ° 5_ 5 'e -t`" Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Der,., Corrections required prior to approval. COMMENTS: P-0 Peffr“ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s- .a-- Date:�/a i/f // Hrs.: / !� $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Customer tAndf .r' �COMFillE "i Billing Address Attn: Address: '`C'' 5f— 4i /Jar)? City: Word/Inspection Record Form.Doc Company Name: 4'7 714' 4) State: 6/11/10 Zip: 9',F0(1,-7 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD2 Retain a copy with pe , ' 0 q- F- OG 3 MO—ol Y FIL PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Project: Ukic [S -n LVV J/J-ZZV/ Type of Inspection: F i -e a�i a) f Address: Suite #: l rb 3S _s,, ./ Dr Contact Person: Scoi —Arkee h.c Pre -Fire: Special Instructions: k Phone No.: ce -1-sl - 0D.-) n� Approved per applicable codes. nCorrections required prior to approval. COMMENTS: i -A- FiLie, ) cK pi et_ F ( 01( Attik FN -4.,( O z Needs Shift Inspection: ,v,4 Sprinklers: Fire Alarm: Hood & Duct: Monitor: A.[ 4,r., (,r,,,, -t ribe Pre -Fire: Permits: Occupancy Type: Inspector: Sl/ Date: Hlrs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD opt - S - 063 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEP RTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: Ltif_J1 s --,ttzev Type of Inspection: -F-4- Address: /go�� g0�r Y Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. XCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 • 14bb Cvv-erA7e, 1O ill/ Med-S. Z. it)zedP mak 64 . K_ - se.,6044 frig /MANS '7`G 4 ,o d1-CLir+d& 1^1 ej o- izw; Id1 s A -II .3.e..o►« . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Ai t, sly Date: 5 //y,/` / Hrs.: v < $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 J INSPECTION NUMBER INSPECTION RECORD Retain a copy with p - s I it j -S-034 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East TukwilaWa. 98188 206-575-4407 Project: *InAh Okitcoo 1,00. Oeff Type of Insp ction: Address: l?,iy 5 59wizA4 Qv, Suite #: Contact Person: 5cio Special Instructions: Phone No.: .. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lr — OW / //c43 Ai - 0 lC- 6...Pa tNe LER_ 47N/ft—. d �� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ziev40,11,ADate: 5- $-Q' Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1:08 - qct 8 r*',— 03y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Wes tC.6 0 Sprinklers: Type of Inspection: 1°1./4rL Address: 18035 f Suite #: -0-44 -91e— Contact Person: -ZoG0(2--_ Special Instructions: Occupancy Type: Phone No.: jyfiipproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 K 1-0 661%10 2- -• & 40.-Ezin c7 NS. 0 IL cv .A-G+ur-- 1>C-r,o'ei Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 41Al adt4A, j5 r Z Date: 3/ 1 b 1 09 Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD OT- .5-- ti 3V Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: I r `'S fe-rsc P Type of Inspection: se C' - Address: is o 3 r-- S"Atr y Dc Suite #: / Contact Person: Sc. #-- Special Instructions: Permits: Phone No.: 26 - Si—cQ'7if Approved per applicable codes. IA -Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 . 6-0 g v c A ,`,^ -e res lye_ r4i‘Urs til - o1-4 a,) %i- A -rue -4- Z-:iu 6' -er s c Aqu ri o f Lt el cJ 1 !4' 474-e-LeJ ht idA [' rRow Musst- { oiv 14-s dt.Ja Syes . . i`- /Le receipt, Q SYs .,C Nei- tote t i,, aSe,61 ., Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:frjy1 1--S/ Date: 3//z /0 i Hrs.: 1 /14-F1$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspecction Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD D6-7- (/SL Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 Project: I/1)61( 5 -a j o Sprinklers: Type of Inspection: 5 f Ca v e Hood & Duct: Address: / o 3S 522-r.r y Suite #: 7) 2 Contact Person: f Occupancy Type: Special Instructions: Phone No.: X53-3( -?s--62 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 0.eu-eia__ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 7--) v Date: gliilo ? Hrs.: t M$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: c) -t(15 --`c1/4f2..56 Sprinklers: Type of Inspection: MI /Cr v i Address: /6'o 5' 5Perr7 Suite #: t�2 Contact Person: I_.= C,, 1• Special Instructions: Occupancy Type: / / Jo,/./3v I) 30 /3 30 /33o i3fC; Phone No.: — 3 - 3rd - 9.5"122 pproved per applicable codes. J'4corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 31-- i N i S1 I6 Wee u/ 5'6444.18 Pre -Fire: Fa35' ,-s a0\-5- .D-; 5- ✓//Jo Occupancy Type: / / Jo,/./3v I) 30 /3 30 /33o i3fC; / • iZe—skors +t) ff / br Pt -w r 1 h n.) e 1) . 1 i }v€') / - -'pts � t fA_ b,r Are; ,/, w Q 5(- r; , �✓ a kA la I 3 ' �� /Dr ,/�c, CLAi-�.e 0-C r)r V-rCI Jr/ !�%� s) -51,---p,.( 7e ) "5%C j Gt ` 1, /ao 0 �' -e(,J2- f, IL, 5'' ' IL 2{. C-jr'r•ee/t-1'U►WS 01 4 l r_ r -e - ? N siec,1f/ 0jk/ 1 itr P4 - c'l/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: RS -/y Date: Z/S-/e3 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD 08 - S -S013 bag- Lig-6 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: I)t.Q(S 't io .(/ Sprinklers: Type of Inspection: st/ceu� 5P/T,IvA-C -Tiet cis Address: r 35- Suite #: S✓'/y '2 Contact Person: Permits: dr! Special Instructions: Occupancy Type: Phone No.: ? -S3 —1377 roved per applicable codes. Corrections required prior to approval. COMMENTS: SP cov-e2 r�/L ;t -(&f Needs Shift Inspection: .(/ Sprinklers: Fire Alarm:f Hood & Duct: `t% Monitor:j Pre -Fire: Permits: dr! Occupancy Type: Inspector: iiA j-/% Date: / Z/ //o Hrs.: 1‘14---El $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: W •eWs -o Type of InspectionIlk: s Ta Address: Suite #: ! Sb35 — ey Dr, Contact Person: Special Instruction r 5 /o ,5-74 WM Phone No.: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: (� _'lY�v+L 0 �r ovAt 1 41517 ' C; ie - Needs Shift Inspection: $O Sprinklers: yi.iS Date: -112_6(0—) Fire Alarm: pc Hood & Duct: Monitor: .po- Pre -Fire: Permits: Occupancy Type: ' Inspector:`S X51 Date: -112_6(0—) Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F D. Form F.P. 113 -electrician.com voltage drop calculator Page 1 of 1 IA Voltage Drop Calculator by electrician.com Select Material Select Size Copper 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 303 1.026 ( Click to Calculate Voltage drop Voltage at load end of circuit 1.9 22.1 Per Cent cma of voltage drop conductor 7.9 4110 Last updated: 3/10/2003 http://www.electrician2.com/vd_calculator.htm 4/28/2009 .electrician.com voltage drop calculator Page 1 of 1 2A Voltage Drop Calculator by electrician.com Select Material Select Size Copper 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 227 1.14 Click to Calculate Voltage drop Voltage at load end of circuit 1.6 22.4 Per Cent cma of voltage drop conductor 6.7 4110 Last updated: 3/10/2003 http://www.electrician2.com/vd_calculator.htm 4/28/2009 BATTERY CALCULATIONS STANDBY DEVICES CURRENT CURRENT TOTAL (STANDBY) TOTAL (ALARM) STANDBY ALARM SK -5495 1 0.2 0.0325 0.2 0.0325 P2R 177 1 0 0.282 0 0.282 P2R 15CD 8 0 0.079 0 0.632 15CD STROBE ONLY 5 0 0.066 0 0.33 P2R 75CD 6 0 0.176 0 1.056 P2R 110CD 1 0 0.212 0 0.212 SUM COLUMN FOR : 0.2 2.5445 TOTAL LOAD REQUIREMENTS TOTAL STANDBY LOAD (AMPS) 0.2 24 4.8 ALARM LOAD (AMPS) 2.5445 0.0833 0.211957 BATTERY AMP HOUR: 5.011957 TOTAL AMP HOURS REQUIRED: 6.014348 BATTERIES IN POWER SUPPLY WILL BE TWO 12 VOLT 7 AMP HOUR BATTERIES. BATTERY CALCULATIONS STANDBY DEVICES CURRENT CURRENT TOTAL (STANDBY) TOTAL (ALARM) STANDBY ALARM SK -5495 1 0.2 0.0325 0.2 0.0325 P2R 15CD 5 0 0.079 0 0.395 15CD STROBE ONLY 5 0 0.066 0 0.33 P2R 75CD 6 0 0.176 0 1.056 P2R 110CD 2 0 0.212 0 0.424 SUM COLUMN FOR : 0.2 2.2375 TOTAL LOAD REQUIREMENTS TOTAL STANDBY LOAD (AMPS) 0.2 24 4.8 ALARM LOAD (AMPS) 2.2375 0.0833 0.186384 BATTERY AMP HOUR: 4.986384 TOTAL AMP HOURS REQUIRED: 5.983661 BATTERIES IN POWER SUPPLY WILL BE TWO 12 VOLT 7 AMP HOUR BATTERIES. electrician.com voltage drop calculator Voltage Drop Calculator by electrician.com Select Material Select Size Copper • 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 255 1.2 Click to Calculate Voltage drop Voltage at load end of circuit 1.9 22.1 Per Cent cma of voltage drop conductor 7.9 4110 Last updated: 3/10/2003 Page 1 of 1 http://www.electrician2.com/vd_calculator.htm 3/24/2009 electrician.com voltage drop calculator Page 1 of 1 Voltage Drop Calculator by electrician.com Select Material Select Size Copper 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 265 1 Click to Calculate Voltage drop Voltage at load end of circuit 1.6 22.4 Per Cent cma of voltage drop conductor 6.7 4110 Last updated: 3/10/2003 http://wwvv.electrician2.com/vd_calculator.htm 3/24/2009 BATTERY CALCULATIONS STANDBY DEVICES CURRENT CURRENT TOTAL (STANDBY) TOTAL (ALARMI STANDBY ALARM SK -5700 1 0.2 0.325 0.2 0.325 SK- PULL STATION 3 0.00055 0.00055 0.00165 0.00165 SK- SMOKE 1 0.00055 0.00055 0.00055 0.00055 P2R 177 1 0 0.282 0 0.282 P2R 15CD 8 0 0.079 0 0.632 15CD STROBE ONLY 5 0 0.066 0 0.33 P2R 75CD 10 0 0.176 0 1.76 ANNUNCIATOR 1 0.0002 0.00025 0.0002 0.00025 P2R 110CD 2 0 0.212 0 0.424 SUM COLUMN FOR : TOTAL STANDBY LOAD (AMPS) 0.2024 3.75545 LOAD REQUIREMENTS TOTAL 0.2024 24 4.8576 ALARM LOAD (AMPS) 3.75545 0.0833 0.312829 BATTERY AMP HOUR: TOTAL AMP HOURS REQUIRED: BATTERIES IN POWER SUPPLY WILL BE TWO 12 VOLT 7 AMP HOUR BATTERIES. 5.170429 6.204515 electrician.com voltage drop calculator Voltage Drop Calculator by electrician.com Select Material Select Size Copper 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 285 1.25 Click to Calculate Voltage drop Voltage at load end of circuit 2.2 21.8 Per Cent cma of voltage drop conductor 9.2 4110 Last updated: 3/10/2003 Page 1 of 1 http://www.electrician2.com/vd_calculator.htm 5/20/2009 electrician.com voltage drop calculator Page 1 of 1 Voltage Drop Calculator by electrician.com Select Material Select Size Copper 14 AWG Select Voltage and Phase 24 DC or 1 -phase AC Enter 1 -way circuit Enter Load length in feet in amperes 255 1.3 ( Click to Calculate • Voltage drop Voltage at load end of circuit 2 22 Per Cent cma of voltage drop conductor 8.3 4110 Last updated: 3/10/2003 http://www.electrician2.com/vd_calculator.htm 5/20/2009 Le•-, =fl//U = // /JSP /- oo S/ // c7 -z -424- /Y,9-7-c) *' /Y ,9-7.r) f 2 4 " SGuiTc.'f 2 3-7,y7) 9w43 az--9 y) ; 21-7 l/SE -5�/ST- s /_ / P//>G- S ? ` H ,c -s4,7 A.) 44-"-pr�s-s / -/ss P/f9G� - s/ 2G/Z " /`f /07 N) / // "—coo' �L 2 I� s�/G/7� ,'3 Sc 17—G, /oo1- //' Fat .2 /.3/0!7n1s s.4)'rz.s' /.6,5 -2- 24- 4-- ¢ - c//`! L= = /-a)(.37)(-s-% _ (///0)s = -CA-5D f (/);',$)(-5-) _ � ?zrs) s-/0 - ci6� ?��zszy) / -- 45:5- 575. / s /''°` t r's.y /AJ / ", z / ., /rzc,/ • 4/0 G/0 � 1�'�'•s)��/ _ (0..)(y) /`, -Z-t.v = (y�fs) 0 9) = �3 Q� N /4"/ S .SW /7'r,g • 1 SPECIFICATION - Fire Systems DATA SHEET Division of Chemetron Corporation 111 East Wacker Drive Chicago. IL 60601 ( 30 L6.-2 NOZZLE) CARDOX PRECALCULATED HALON 1301 FIRE EXTINGUISHING/SUPPRESSING SYSTEM SYSTEM NO. 30-2 1. VOLUME OF HAZARD: 1020 TO 1456 CU. FT.' 2. AREA OF HAZARD, MAXIMUM: 1920 SQ. FT. 3. MAXIMUM PLAN DIMENSIONS: 32' X 60' OR 30' X 64' 4. CONCENTRATION, HALON 101: 5 TO 7% 5. QUANTITY OF AGENT @ 70u F 7% MAX. - 1020 CU.FT. X .0294 LBS./CU.FT.= 5% MIN. - 1456 CU.FT. X .0206 LBS./CU.FT.= 6. NUMBER OF NOZZLES: 7. PIPING LIMITATIONS (SEE SKETCH) A. MAIN HEADER: MAXIMUM OF 80 FT. OF 3/4" SCHEDULE 40 PIPE. THIS RUN SHALL INCLUDE ONE TEE-THRU (FOR PRESSURE SWITCH) AND MAY INCLUDE UP TO 13 - 900 ELBOWS (FOR CHANGE IN DIRECTION), AND SHALL TERMINATE IN A BULL -HEAD TEE FOR THE NOZZLE HEADER. UNLESS THE CYLINDER IS LOCATED ABOVE THE NOZZLES THERE SHALL NOT BE MORE THAN 14 FEET OF VERTICAL PIPE BETWEEN THE CYLINDER CONNECTION AND THE NOZZLE HEADER. 8. NOZZLE HEADER: A MAXIMUM OF 18 FEET OF 3/8" SCHEDULE 40 PIPE SHALL BE INSTALLED BETWEEN THE BULL -HEAD TEE AND EACH NOZZLE. THE TWO SECTIONS SHALL BE HORIZONTAL AND EQUAL IN LENGTH. THEY MAY NOT INCLUDE ANY FITTINGS OTHER THAN THE TERMINATING 900 ELBOW AT EACH NOZZLE. 30 LBS. 30 LBS. 2 --32=O'MAX. -� 321-0"MAX.---H r-- MAX. J -LIST OF CARDOX EQUIPMENT - ITEM QUAN. STOCK NO. 1. 1 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 2 1 1 1 1 2-048-0341 3-061-0143 VARIOUS 1-026-0261 5-026-0263 1-017-0065 3-036-0022 7-036-0013 7-000-0002 7-036-0037 DESCRIPTION 3 / 4 "SCHED.-�----"' 40 PIPE CYLINDER ASSY. WITH 30 LBS OF HALON - PRESSURIZED WITH NITROGEN TO 600 PSIG @ 700 F DISCHARGE HEAD - PILOT OPERATED SOLENOID PILOT VALVE ASSEMBLY WITH PRESSURE GAUGE PILOT CONNECTION KIT CONSISTING OF 1 FLEXIBLE PILOT HOSE - 3/16" X 16" LG. AND 1 ELBOW - 1/4" FLARE X 1/4" M.N.P.T. 1/2" FLEXIBLE CONNECTOR CYLINDER MOUNTING KIT PRESSURE SWITCH - 4 POLE 3/8" RADIAL NOZZLE - CODE 7.76 DRILL SIZE - 21, DRILL DIAM. .159 WARNING SIGN SYSTEM NAMEPLATE SYSTEM MANUAL INSTRUCTION SIGN 3/8"SCHED. 40 PIPE 1/4" SCHED. 40 PIPE PRE GHL C 30-2 1456 CF DISCHARGE 1 - 30.0 Lb CYLINDERS OF A-1301 STORAGE PRESSURE IS 600 PSIG AT 50 ,.BS/CU FT DENSITY SECTION PIPE SCri 1 - 2 1/2 T40 0 2 - 3 3/4 T40 dO 3 - 301 3/3 T40 13 3 - 302 3/3 T40 13 Ei. EQL TEE SECQ I/NOL PSIG ORF 0 30 14 110 0 22 BULL 0 22 BULL 3.16 .00 323 .00 3.16 .00 274 .00 1.53 15.00 221 7.76 1.53 15.00 221 7.76 FILL PIPING 4ITB 71 PERCENT OF AGENT SUPPLY DISCHARGE INITIAL VAPOR PHASE IN 4.0 SECONDS DISCHARGE LIQUID FUR 7.1 SECONDS CALCULATION BASED ON 90 PERCENT OF SUPPLY IN PIPING PRE CALC HAZARD COMPONENTS AND NOZZLES ROOM NOZ 301 DIM 1 X VOL 302 1 X 1456 = 1456 CU.FT. TOTAL DISCHARGE _ NOZZLE ORIFICE CODE RECAP NOZZLE CAL -CODE 301 7.76 302 7.76 30-2 1456 CF 30.0 LES. ACT -CODE PERCENT H-1301 5.01 AT 70F 30.0 LBS. H-1301 DRILL STO CH NO. 7.76 21 1-37-0551 .159 7.76 21 1-37-0551 .159 KEY SECTION: THE PIPING SYSTEM IS DIVIDED INTO "SECTIONS" FOR FLOW CALCULATION PURPOSES. FOR EXAMPLE SECTION 1-2 IS THE CYLINDER DIP TUBE, CYLINDER VALVE AND CONNECTOR. THIS IS CALCULATED ON THE BASIS OF ITS EQUIVALENT LENGTH WHICH HAS BEEN ESTABLISHED BY TEST. SIZE OF PIPE IN INCHES. T40 SIGNIFIES SCHEDULE 40 PIPE, THREADED. ACTUAL LENGTH OF CALCULATED SECTION IN FEET. ELEVATION CORRECTION IN FEET. TOTAL EQUIVALENT LENGTH OF CALCULATED SECTION (ACTUAL LENGTH PLUS EQUIVALENT LENGTH OF FITTINGS). PIPING CONFIGURATION AT TEE - BULL = BULLHEAD. FLOW RATE IN POUNDS PER SECOND THRU SECTION. TOTAL WEIGHT OF AGENT DISCHARGED THROUGH NOZZLE. PRESSURE AT END OF CALCULATED SECTION. EQUIVALENT ORIFICE.CQDE REQUIRED. PIPE: ' SCR: L: EL: EQL: TEE: SEC Q: W/NOZ: PSIG: ORF: 5.01 AT 7OF TYPE 3/3 RADIAL 3/3 RADIAL PART NAME OR DESCRIPTION Focus 75 CU 5refry c0,3 61(0-F-3 SUPV ALRM SUPV. ALRM. CURR CURR CURR. CURR. QTY EACH EACH TOTAL TOTAL 1 0.0050 0.0150 0.0050 0.0150 SMOKE DETECTOR 5 0.0007 0.0050 0.0035 0.0250 TOTALS: 6 0.0085 0.0400 REQ.#HRS STANDBY?: 24 TOT.ALRM.MIN.IN ALRM?: 5 MIN.AMP.HR.BATT REQ= (30% Batt.Age Fac.Inc) (130% Total Load) 0.2 Page 1 PRECISION ALARM, LIS.. F 1 L E Fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 Scope of Work: Tie in two Water Valve Tampers and Post Indicator Valve Tamper to Existing Fire Alarm System. Contractor is replacing the vault and we are going to provide watertight flexible conduit, wire and testing of the new equipment. 0 ACCETED Wthout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Burery ;r uui.rormance with current city standards. Acceci r,ce iv euh;,:t.;t to errors and omissions wrricn . Ut 3urr;orrze violations of adopted standards and The responsibility for the adequacy of cfasr,n totally with the designer. Additions, d:'a[,ois cr revisions to these drawings atter this date will vcid thie,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: % — `0 7 By: . S f fUKWILA FIRE DEPARTMENT, Please call: 575.4402 -- and give this job No. 0 7- F -1 O �. Arai exact address for strut• IOW or restoration anorovV NOTIM A complet r , nignalt Tukwila Fire Department pre=test Certificate must be presented to the Inspector prior to commencement of Acceptant@ Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re -inspection Fee and termination of the testing: I \ TUKWILA FIRE DEPARTIME Please call: 575-4407 and give this job No. cp and exact addalVieetifda down or restoration approvai. 91t0 PE1-1Airi EX16 It )(I LtIt Ict IN 1, ExteTiks uotir• TO P.EllAIN ri z 41 — 5 cl c)(1 A te 1 I t.t, Alt t)r It.tth ts. I ccvli z m /1/4a:k.) ‘tcr\o5 Apuk.r) WI I weivi5ILLiv!)L1 1--6E or.) 1" DRoP iltA05 HeAD ''› LI N./ L:7K! •S t-gLt.,12. 1-1 CADS • ) E (..,g z.L-Fj5:,,,c..; ''.-,,...',./ .,.!.:.:, :: ri _c), OCT 30 196 .,..!) 111' A I I) ;4170-3- 7 , ` , s L c!,. ▪ WITHOUT CCM:• SAS NOTED I� E ❑ PER THE ATTAC..E ) U=TTER The drawings affixed iiureto have Caen reviewed and accepted by the Cit_• if Tukwila Fire Dept. A.''ViJns, del ,ns II or revisions to th ', .'i,igs aft its :I date will void thi; ,..1>9. an ill require a resubmiti:ui of revised �r�v�ings. Final acceptance is subject to fieli- inspection by a representative of this department DATE: LI' °1(O BY 5(_its . CITY OF TUKWILA 575-4407 CCE TED D Without Comments ; ,tE" As Noted in Red O 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 emissions 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: L%") -D-'0 �I By: 1-115 49 0. Chrc,,14 bregkor k4ndt4 Gt41++10 ok deci.tudetXF.4 Circv4 br.ecleer• -- r ►r+s-' tt ct Seek% KAox �'p aoc . 11-04;11 A `hire CtIctv►+.coh-vvot//Sryh oh door. 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 a Re -inspection Fee and termination of the testing. ru1C t1LA PiRE DEPART .1. Please call:575.4407. and give this lob and exact address for shuts .,,tion or r3st:;ration atpprove . 5,-3" EXISTING WALL BEYOND 13'-2" r-0" MIN. I.D. 2 EQ 4 EQUAL M -H RAMP ELEVATION 1/4" = 1'-0" w id 0 2 4 8FT 1:48 MAX 0 WORK LIMIT LINE low no so es us ma es es en es as es se ass es es en us me us—z: 1 1 1 1 1 1 1 1 1 1 1 SORTER ROOM 110 75 P E. 7'-0" SERVER ROOM 111 ENLARGED PLAN 1/4" = 1'-0" 4 8FT FFICE 105 OFFICE 109 0 FICE (E) DRIVE-IN ENTRY 101 ENTRY VESTIBULE 100 104 1 1 1 11 1 1 11 1 1 STORAGE ROOM 113 OFFICE 106 CONFERENCE ROOM 114 1A r 114 1-g- -tame 5 xA 1 1 Z p.s1 (() 73 tiKtAR KUUM 115 0 Eli CO In IN CO 1113 Ea El MI 6104 01 T- t.11 HALL 112 . ,�ILRNATE TEMPORARY OFFICE SPACE MIMN Ili NMI I 1 1 1'� 1 11 1 1 1 1 EMI NI IS En 14 15 1 1 1 1 115 1M 2 WOMEN'S RESTROOM 117 WOMEN'S RESTROOM 118 1 c oA.6G1 12n -C, • El c. ,2.5 3 - 2)A4 75clDtrt-k_ i1or,. 519`' AFF. Le qeA� : 41 CE) t Inilrl+ ieeduJ LAN 1/8" = 11" MSD 4" #'v --14 0 4 8 16 FT S� robc.S 4a c to, cr Dcs.o(c' eet4 �Als ; 3 PARTITION NOTES: 1. ALL NON -RATED PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 3 W, 25 GA. METAL STUDS AT 24' 0.C. WITH 5/8' TYPE 'X' GYPSUM WALLBOARD EACH SIDE AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE, U.O.N. 2. THERE SHALL 'BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING, 3 OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 4. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 5. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE. OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 8. ALL NEW PARTITION WALLS TO BE WALL TYPE FOR DETAIL , UON. SEE SHEET A3.1 9. OWNER DESIRES TO REUSE EXISTING DOORS WHEREVER POSSIBLE. GC TO MAKE RECOMMENDATION AND PRICE ACCORDINGLY. LEGEND: CG EXISTING PARTITION WALL, TO REMAIN EXISTING PARTITION WALL, TO BE DEMOLISHED NEW PARTITION WALL CORNER GUARD - 48"H, CLEAR NEW ELEMENT EXISTING ELEMENT KEY NOTES:4 a r c h i t e c ts Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Arartoct a toad FILE COPY 21. NEW HVAC COOLING UNIT PER MECHAN!CAI. DES!GN FUIID 22. NEW/RELOCATED DOOR. NEW HARDWARE: SEE DOOR SCHEDULE 25: NEW RAMP. WITH RUNNING SLOPE OF 1:12. CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48, PER ANSI SECTION 405. j ( 26. NEW 1-1/2" PAINTED TUBE -STEEL RAILING 27. NEW POWEPOLE Fl r c_ f I lA.r�M comet, •(?MLI.28. CENTER RERITE IN WALL 29. EXISTING RAMP: NO CHANGES PROPOSED NOT AN ACCESSIBLE ENTRANCE/EXIT. 30. NEW PAINTED PLYWOOD WAINSCOTT AT 4'-0" A.F.F. 31. REPLACE EXISTING FAUCET, PAPER TOWEL DISPENSER WITH NEW TOUCHLESS FIXTURES. FAUCET TO BE HARD -WIRED. ?c,,r Stifely a-1" 'ROLA) ;AI l c hr Val VG - it,t ( S x-4, 0 rcwi-1- ADD ALTERNATE 40. NEW PLASTIC LAMINATE COUNTER TOP W/ UPPER AND LOWER CAME' 41. NEW SINK AND FAUCET, PER PLUMBING DESIGN BUILD. 42. NEW 6" WOOD CHAIR RAIL, TO MATCH EXISTING FINISH. z Q m Ox 0 C.' cr m ,tt crE QOM bc cocs) 11.{ CONSULTANT ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 • Revisions: FOR PRICING FOR PRICING FOR PERMIT RE—PRICING Sheet Title: FLOOR PLANS 1 A` Eit-f17' dE.O. {- • 1. 76 7; 5.15 Eats _ Eisots, Ds° Drawn: Project N KMC to , KLT, SN 08-161.06 Approved: KMR Original drawing is 24" x 36". Scale entities accordingly if reduced A2.1 Sheet No: COPYRIGHT CRAFTARCHITECTS 2008 7 SHADE DENOTES AREA OF WORK WORK LIMIT UNE ig see sem ess ess els so ass els Es on ems es' see sem mos ems sae Ii2 ems sem els els see els sou see see Ism ism es emu els les ess les BIM III IMO BIM In 1121 El so en ems ems see ems min Els sex see eme ems Ma III voiel 1 1 COMMON PATH OF TRAVEL: 83'-0" 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 Noks: 2) 3) re. tot +.O gr -ll hsi,robes 4-oL- $D" C QM 1'll,(i1"-- Rev;sioh +- Se,c t.r t Ac- o14-1-ct, reoi f e I2 r 1 �b S l.i /,-e � Or; 5 1 1 S��L+� : �' k 1 �lc o'er rbf; Without Comments As Noted in Red Per The Attached Letter These pians h; "e ,:,en reviewed by The Tukwila Fire ^;evention Bureau fc„ co,-ormance with current City , :randards. Acc; ,_, j : is subject to errors and al omissions whic, ii:: :.:.c;,-�rrze violations of adopted r standards`lnanc`" responsibility T rm1na1 Sales Building and cr.,.. .�_ _s. The rc5 ansibill for the adequacy of design re_ ,.s totally with the designer, 1 932 First Avenue Additions, deletions or revisions to these drawings after s u i t e 408 this date will void this acceptance and will require a Ste a t t 1 e, WA 98 1 0 1 11e resubmittal of revised drawings for subsequent approval. st7vli��J'06.720.7001 phone Final acceptance is subject to field test and Inspection b 0 6.7 2 0.2 949 fa x The, Tul�dt:�ila Fire Prevention Bureau. Date: �� 'v _ By: (NO SCOPE IN THIS ROOM) PATH OF TRAVEL: 59'-0" TO EXISTING ACCESSIBLE PARKING (E) kas°. ottos KEY NOTES: O ` b% SUS{! A TACTILE SIGN STATING 'EXIT', COMPLYING WITH ICC A117.1. �S C LL•� ¢,.I 2. LOCATION OF SIGN STATING "MAXIMUM OCCUPANT LOAD 35" y o, 'S -rr I es 1 (8) - E!Y{. 4,104- _ 54 - 00 e-- 0 -Yr k..)-- Y' c101.") io 11-o1 ?c j PATH OF TRAVEL: 154'-0" 4- EGRESS PLAN lJtj r V1-1 110 Wf4 ,per -(2- 1/8" = 1'—O" 0 4 8 16 FT A. EGRESS SUMMARY A. B. B. D. E. MAX. TRAVEL DISTANCE: 300' (TABLE 1016.1) MAX. COMMON PATH OF EGRESS TRAVEL: 100' (1014.3) MINIMUM CORRIDOR WIDTH: 44" (1017.2) REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (TABLE 1005.1) = 1.4" REQUIRED MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) MAXIMUM DEAD END CORRIDOR: 20' (1017.3) ACCESSIBILITY PROVISIONS: O A. ACCESSIBLE ENTRANCE. REFER TO 404/T1.3. B. ACCESSIBLE COUNTER: 28" MIN., 34" MAX. HEIGHT AFF. C. ACCESSIBLE REACH RANGE: SIDE APPROACH, 54" MAX TO 9" MIN. D. ACCESSIBLE SINK: 34" MAX. AFF WITH FRONT APPROACH AND COMPLIANT KNEE SPACE BELOW. REFER TO 606/T1.3. 1*, 14 ,610Ale.,, d8�8k'��,8 75 15 15 15 15 i5 "75 110 15 slg) 2. c, a-r>t c%•�, c, c cen„- k-�- 75 /5 Er El 15 ►s cot_ Eg lai 'S 15 177 EDC ww.craftarchitects.com ArclAscl at WELLS FARGO BANK CONSULTANT ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE—PRICING 01/14/2009 PERMIT RE—SUBMITTAL Revisions: Al OWNER 12/29/2008 CITY Sheet Title: EGRESS PLAN Date: Design: KMC Drawn: KLT, AK Project No: 08-161.06 Approved: KMR Original drawing is 24” x 36". Scale entities accordingly if reduced Sheet No: T1.4 COPYRIGHT CRAFTARCHITECTS 2008 WALLS FARGO N'IRE VAULT NOTE: EXISTING WATER MAIN SIZES AND LOCATIONS ARE APPROXIMATE BASED ON EXISTING PLANS AND A SITE RECONNAISSANCE. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR TO CONTACT UTILITY LOCATE SERVICE. TO VERIFY LOCATION OF EXISTING WATER MAIN POT HOLING MAY BE DONE AT THE CONTRACTOR DISCRETION. g1 WELLS FARGO 18035 SPERRY DRIVE Tax Account Number 36-23-04909405 CONNECT NEW 8" WATER LINE TO EXISTING 90' BEND REPLACE BEND AS REQUIRED A �2 'O • A3 REMOVE EXISTING 8" WATER LINE FROM 90' BEND TO VAULT. REPLACE WITH 3 LF — 8" D.1. CL 52 REMOVE EXISTING VAULT AND VALVES INSTALL 6'W x 8'L x 7'D UTILITY VAULT 687—LA BAY DOOR WITH LOCKING STEEL COVERS No, 687—TL-2-332P OR APPROVED EQUAL. 8" DETECTOR DOUBLE CHECK VALVE ASSEMBLY (DDCV) SEE CITY OF TUKWILA STANDARD DETAIL WS -15 ON SHEET CO2• cg OVERHANG LIGHT ,•, STANDAR OVERHANG SECURI TYOBOXL I TY 9GAMERAg2 (3 - 21. TRANSFORMER PAD , . CLOSE ISOLATION VALVE IN BLDG. PRIOR TO o`" Q� START OF-CONSTRUC110_N/gyp' 01AF,� s SIGN % c" :' : . UTILITY tX 0 1— V) W ag 24' MAPLE TUKWILA, WA CLOSE VALVE PRIOR TO START OF CONSTRUCTION. •F,IRE DEPARTMENT CONNECTION POST INDICATOR VALVE 'APPROXIM,4,TE WATER A4A NILQCA;TION. FIELD, 'V-ER+FY) SITE BENCri!lARK ELEVATION x5.62 FEET BASIS OF BEARING: TRUE- NORTH. BASED UPON GLOBAL POS1110NING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01'04'11.84" COUNTERCLOCKWISE WAS APPLIED AT A PUNCHED "X" IN 3" DIAMETER DOMED BRASS DISK IN CONCRETE POST. THE MONUMENT IS THE WEST QUARTER CORNER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 163050.504 / 1284776.116 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.000002332 AND THE GRID SCALE FACTOR OF 1.000012165 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. VERTICAL DATUM: NATIONAL. GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). APPROXIMATE LOCATION OF EXISTING HYDRANT IN PLANTER BENCHMARKS: 1 SASE: CITY OF FEDERAL WAY BENCHMARK N0.2168-5-1, RAMSET ON EAST EDGE OF PEDESTAL PAD AT THE NORTHWEST CORNER OF SOUTH 33671-1 STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION: 346.81 FEET. SITE: SET PK NAIL IN ASPHALT 2' NORTH OF MIDCURVE OF CURB ON THE SOUTH SIDE OF DRIVEWAY TO SITE, 5.2' NORTHEAST OF ADDRESS SIGN. ELEVATION: 25.62 FEET. NGVD 1929. EX. STORM MH EX. 6b< SS MH REMOVE EXISTING 8" WATER LINE FROM 90' BEND TO VAULT. REPLACE WITH 3 LF — 8" D.1. CL 52 CONNECT NEW 8" WATER LINE TO EXISTING 90' BEND REPLACE BEND AS REQUIRED CIVIL ENGINEER PACIFIC ENGINEERING DESIGN, LLC 15445 53RD AVE S. SEATTLE, WA., 98188 PHONE: (206) 431-7970 FAX: (206) 388-1648 SURVEYOR CENTRE POINTE SURVEYING 33701 9TH AVE S. FEDERAL WAY, WA., 98003 PHONE: (253) 661-1901 FAX: (253) 661-7719 10 0 5 10 20 f 3MI IM MI GRAPHIC SCALE VICINITY MAP N.T.S. These plans have been reviewed by the Public works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, neleEions 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 inspection by the Public Works utilities inspector. Date: By: fl OWNER WELLS FARGO 18035 SPERRY DRIVE TUKWILA, WA., 980 PHONE: (253) 565-1418 FAX: (253) 565-0968 CLIENT MR. JON THORNBURGH GARRETT AND WAKEFIELD P.O. BOX 31132 SEATTLE, WA 98103-1132 PHONE: (206) 632-7991 FAX: (206) 632-7996 SHEET INDEX C01 COVER SHEET/COMPOSITE UTILITIES PLAN CO2 STANDARD NOTES, SPECIFICATIONS AND DETAILS PAID JUL -0 2007 Tukwila Fire #2_97 71( NOV 212000 TUK1+1i Ili; PUBLIC WORKS c poc-/sq t CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 YMTHIN W OF HYDRANT .•..........•- COMPACTED FOUNDATION GRAVEL UNDER VAULT SIDE VIEW 1. DESIGN FOR 4" THRU 10" DDCV. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE & VAULT SHEET: WS -15 1 OF 2 REVISION 91: 08.03 APPROVAL: B. SHELTON MATERIAL LISTING: 1. 3/4' SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4' MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION -0 VARY - WITH SIZE OF ASSEMBLY. 4. O.S.HA. APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 3/4' WATER MEIER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10', 8', 6' OR 4' COUPLING ADAPTER, FL 9. 10', 8', 6' OR 4" FL'PE D.1. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROJT. 11. 10', 8', 6' OR 4' GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90' BEND. 14. 4' OR 6' 0.1. CLASS 52 PIPE FL'FL 15. 4' OR 6' 90' BEND FL. 16. 4' OR 6' D.I. CLASS 52 PIPE, FL'FL 17. 6' 90' BEND, FL 18. UL LISTED 5' STORTZ CONNECTION WITH 30' OR 45' ELBOW. 19. 6' D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE' THREADED P.E 20. 6' 90' BEND FL 21. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4'. 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30'. INSTALLATION OF ALL LADDERS SHALL 8E 1N COMPLIANCE TO O.S.HA 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AW WA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A2151, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL 8E PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5' STORTZ CONNECTIONS AND TWO 30' OR 45' ELBOWS. . 13. ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST- THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SI-I/LL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -15 2 OF 2 REVISION R1: 08.03 I LAST REVSION: 08.04 APPROVAL: B. SHELTON STANDARD CONSTRUCTION NOTES GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL. WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE* JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2 PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. F7RE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES,EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. -ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 12-1424 • 1r 0_ • •.-. ":.. ... MN. _ 4' MIN. 0 1 0 y GAJ Li m -f b:= :..4'o'1 0 ® .•..........•- COMPACTED FOUNDATION GRAVEL UNDER VAULT SIDE VIEW 1. DESIGN FOR 4" THRU 10" DDCV. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE & VAULT SHEET: WS -15 1 OF 2 REVISION 91: 08.03 APPROVAL: B. SHELTON MATERIAL LISTING: 1. 3/4' SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4' MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION -0 VARY - WITH SIZE OF ASSEMBLY. 4. O.S.HA. APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 3/4' WATER MEIER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10', 8', 6' OR 4' COUPLING ADAPTER, FL 9. 10', 8', 6' OR 4" FL'PE D.1. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROJT. 11. 10', 8', 6' OR 4' GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90' BEND. 14. 4' OR 6' 0.1. CLASS 52 PIPE FL'FL 15. 4' OR 6' 90' BEND FL. 16. 4' OR 6' D.I. CLASS 52 PIPE, FL'FL 17. 6' 90' BEND, FL 18. UL LISTED 5' STORTZ CONNECTION WITH 30' OR 45' ELBOW. 19. 6' D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE' THREADED P.E 20. 6' 90' BEND FL 21. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4'. 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30'. INSTALLATION OF ALL LADDERS SHALL 8E 1N COMPLIANCE TO O.S.HA 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AW WA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A2151, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL 8E PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5' STORTZ CONNECTIONS AND TWO 30' OR 45' ELBOWS. . 13. ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST- THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SI-I/LL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -15 2 OF 2 REVISION R1: 08.03 I LAST REVSION: 08.04 APPROVAL: B. SHELTON STANDARD CONSTRUCTION NOTES GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL. WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE* JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2 PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. F7RE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES,EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. -ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 1.0 I � r � 7111E 1L, W1T:-!OU T COMMENTS. 0 S 1:JTED IN REO PER THE ATTACHED LETTER e drawings affixed hereto have been re iewed and accepted by the City of r Nib Fire Dept. A 1.iitions, deletions or -evisions to t 'r swings after this d� e will void tni > : ibbnce and will re ;uire a resubmitL;I of revised drawings. nal acceptance is subject to field - in pection by a representative of this d partment 512,E CITY OF TUKWILA 575-4407 r v '4 l to t." Pi Pt (2 Druve Sct+E•As ) 24' PIPE (1, 38'% 2.".Aq 8•fr) geA sl 8 ATR. AS /b(o170 owl Now PIPE NAa1GER RI►aC� P1CAL HANGER DETAIL 0- 4° 0101e6Sf�' 49) S �J 4. 1 jkvjosii SR,, • y, e�0 \ FF Lit GENERAL COTES I. PI PI NG 2 4. SMALLER TO BE AW ED X- L 2. WIWI 21.," TO BE ALLIED SUPERFLOI' TH IWALL 3.fTTINGS 2."'SMALL.ER BLK. CAST IRON SCREWED las a, 4. FITTINGS 2z;' TO BE GROOVED 7YPEAROOVED C HANDER TO BE SPACED Mi}L 81-O 0, -- ------ BRACING 0S 21?:: SUPPLY TO BE WITH SCR.4OP1PE 7 -ALL ARMOVERS TO U Pi DOW}1 S PRI NKLERS-{sc P)P1NG TO BE uYRO.TESTED AT ao0p3JDR 2 ARS, 1 UK4.ILA 14\r. - a.i'A..t 1 ,+fslYi Y, Please call: 575-440? and give this job No. Cr10 and exy�ct address for shut, down < gastoration approv ^, 51le sappLY T. ComPdTiR deirL ir 1„:::4 11c �,,1 5ECT?OA'ATCOFE'EMCE R . SCALE= NTS efr cf1°1,1'114 01:0 6e 4 KEY PLAN MTS flf� r II MAR 2 1996 • • n STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND YiYp N= SPRINKLER ORIFICE SIZES AND TYPE WW t JNJ tN 16 8 6 2 SPRAY 0 1/2- 1- 4 1” 4 17 SPRAY 32 0 a 3/4- 0 1- 1- 3 7 1 2 SIDEWALL 8 16 1 1/7' 1 DRY TYPE TEMP. RATING 0 • as 165• 212• 286• 350' 500• H0 1/2 1 1/2 1 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE. TYPE & FINISH QUAN TEMP (y2 TOTAL APPROVALS REQUIRED C_LT_5 _oF-n ilA(F1REPREYENT) REVISIONS MK DATE BY A A PROJECT NAME TuAux-fiRsr INTERSTATE BANK 18035 SPERRY- DRIVE. Grinnell FIRE PROTECTION SYSTEMS COMPANY 1106.54th Ave. E. Tacoma, WA 88424-2733 Contractor's Lic. No. GRINNFP137LE FP)OFFPa DESIGNER DATE JOB NUMBER 4 141-02.10 _- 56 A9 148179 14 1IMIN j i 0-4 10-10 hr 1 l- 11, ?4: t— '� 10-0 0 -z 60E 11 (4 Rye I"ID1 100 sC R• Z.It- 10-6 7 >YP 4zt O F 4 0-2 - titep --r st 3''/ 513 o-8 —4-=)r t1 I, I i2-0 ►-0 itt 0'1 flqii-t.':v?°*1 _to"ns EXIST. MK A A DATE BY (1 STRUCTURE TO CENTER J�� LINE OF PIPE IN INCHES SPRINKLER LEGEND Kcc SPRINKLER ORIFICE SIZES AND TYPE LULL, 1'- 1- 2 3 7 16 8 16 12 SPRAY 4 1- 2 17 32 SPRAY 3 7 1 8 16 SIDEWALL 2 pp 1/2" 41 1/r 1" 1DRY TYPE 2 1 O 1- ® 1... • 1 - TEMP. RATING O 165• e 212' 286' 350' 500• 2 o_ 1/2 (1 1 1/2 0 m1/2 SPRINKLERS USED SYM SPRINKLER ORtFKO SIZE. TYPE & FINISH QUAN TEMP GPI o'>IniZe74.4eS334P 550 TOTAL 22 APPROVALS REQUIRED crrYOrmauk(F tVE ) REVISIONS PROJECT NAME TUIMCIIA�,ls(EX FRST.IIJRSTAT,ANK ITEIVANT CHANGES FOR TIRE SPRI RKLF.RS scALE-: 's=i=o' 1035 SPERRTDR1VE 71.110_/1Lfic WA Grinnell FIRE PROTECTION SYSTEMS COMPANY 1106 • S4th Ave. E. Tacoma, WA 98424-2733 Contractor's Lie. No. GRINNFP137LE DESIGNER DATE F I'2oF FPZ JOB NUMBER CONCRETE FLOOR CONCRETE DR❑P—IN ANCHOR OR PROPERLY SIZED QUICK BOLT FIG, 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER CD\CRETE ANCHOR, ROD AND RING CONCRETE CONSTRUCTION METAL DECK FIG, 78 STEEL CEILING PLATE FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER CEILING PLATE, RDD AND RING GENERAL NOTES ALL PIPING TO BE BLACK SCH 40 EXISTING SYSTEM TO BE REVISED, BY ADDING NEW OR RELOCATING EXISTING SPRINKLERS. EXISTING SPRINKLER TO BE RELOCATED TO CENTER OF TILE OR RELOCATED AS SHOWN. ALL PIPING TO BE APPROVED BY CITY OF TUKWILA FIRE DEPARTMENT ALL PIPING TO BE INSTALLED AS PER NFPA 13 STANDARDS, ALL MATERIAL SHALL BE UL OR FM APPROVED. ALL PATCHING BY OTHERS. ELECTRICAL CONNECTIONS BY OTHERS IF REQUIRED, ALL EARTHQUAKE BRACING TO REMAIN. HANGERS NOT SHOWN, FOR CLARITY, BUT SHALL BE INSTALLED PER NFPA #13 NEW PIPING - - EXISTING PIPING HYDRAULIC DESIGN INFORMATION FLOW TEST AS NOTED EXISTING BRANCHLINE r - U J 1l CCEPTED Witi out Co1T.tt1ente M Noted In Red Per The Attached Lem E ' nese-.: have t?iien rfa:lt..:•ec± by The Tukwila Fire U, current city T,sand Of adopted ty for the (5 i 1 :_ arawings atter nio d�s:v } }.a it;�i j Ti i �3 �c, ; t 1 :i i require a r esut;inlf°:c:l of ieviteJ drawings fci st.sbsc=quent approval. Final acceptance s sub ect to field test and inspection b”, The Tu ,r i;a Fire Prevention Bureau. Date: 1J- - rti_? By: NEW ACT CEILING EW 'V n NEW PENDENT SPRINKLER T SRO Scale: NTS M Gi oti} 111 O h7t ohgv.1 441 t to vrra 5e 4- t r 4,6015 • leAoadde uopeacsaa ao umop �•�nys Joj. ssaappe ioexa pue qof sly} aAI8 pue LO •9L5 Ileo eseeld lrI,!11.1v430 3Y51 b'irmSin_) D -TAILS F 11111111111111111111 JMIVAIIIIr4IflhIiii IIIIIIIIIIIIflhIUii 1/11/11►11511/115111 is, it, muusimunnumendul. 1111111111111111111111111111111111111111111111111211111111 firo.1111111110161411.. 111111161.01011. 1111211111. %11!1 !10.1111111111101140111111111M .lM!%i ll� tlllM l L ilk'_ E►i ice! KM1 11111111•111111111111111111111111111111111111BEIVA MEM !IGII1IIi11►1111►11!!..e.• alars•=+ilmaff:im 1IIIIIIIIIEZII!!IIi 1511111111111,111.1111.111 11.1151111111111111111 In immiiimimumpleaummunasi 7'7 MEM )111111111 [! 101111111111 Jima ttallanninlik 111101101. MI ell 10M111175169111111111910.1111111111111 MI 111111111111111111111111111111111111MEMEINIMINIVA Immummemoominnannumummemoma 1 ! mResimbissammasibisinimmanaffairsiliSINIrall 011141.11111rONINrrrrrsrrw�iw�' r...arminirmis i...r....• Is 11/1111 1111E31 111/11/1 laallialliffi-11011.111111111111 ! CES ',ti! 1111111111111111111111111111.111111 leis! J 0 1 4 f REVISIONS SPRINKLER SPECIFICATIONS NUMBER DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. TEMP. FINISH QTY. APPROVALS) TUKWILA FIRE STATIC RESIDUAL 0EXIST 0 VIKING MODEL 'M' QR SSP NEW SSU OVER SSP ST6flESPONSE DUE TO NEW WALLS TO DECK 5.6 5.6 155 155 CHR/CHR BRASS/CHR 2 2 LICENSE NUMBER JOB NUMBER WESTESF136QF KS 0616 GPM FLOWING DESIGNED BY JOHN GRUNDY john.grundyhsFpus NEW SPRK ON FLOOR DATE & TIME NEW SPRK ON JOB SOURCE DATE 12/08 Western States Fire rotEctIo ,o T 9a'1 14690 NE 95TH STREET, UNIT 101- REDMOND, WA - 98052 WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQI1 / AUSTIN / DALLAS / DECATUR / DENVER / DULUTH / HOUSTON / KANSAS CITY - LAS VEGAS / MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY / ST, PATI / SEATTLE Phone; 425-881-0100 Fax; 425-881-3030 ti raj yre jtalA- EELS F ARG LOCK M`i( SHEET CONSTRUCTION 'MY35 M1V_ AMN\.WA N\AS\-MAN FP 1 J F 1 PAI DEC c' 2888 ukwiia Fire , z4, 3112 73. EX ;,TING ACT LOCATWWNS::: COMPUTE /DATA OUTLET FDU?PLEX ELECTF'ICA'... OUTLET DUPLEX ELECTRICAL OUTLET FHNE OUTLET I DATA JACK FLOUR IDX "l :E DETECTOR f Lr,PM CONTROL F'ANEL (h) = RISER WATERFL D% DET: e vC 51/-1,LL • LSV l SMO ov1�S ACCEPTF i-' ❑ WITHOUT C�,i1Ii`:TE':TS. AS MUTED IN R ) [] PER THE ATTAC..:ED LETTER .The drawings affixed hereto have been ., reviewed and accepted by the City ofTukwila Fire Dept. Aiaitbns, del,ti.�ns or revisions to the; . ir�:wiigs aft date will void this-a.c?,,?t ani 011 require a resubmittJui re✓is?.1 ,+r_�vdings. Final acceptance is subject to ii 1 1 inspection by a representative of tnis department TUKWILA FIRE DEPARTMENT Please calk 575-4407 and give this job No: I(o F 3c8 and exact address for shut= down or restoration approval. Pre Dept - Note DATE SNS a t.1 . DA-t`E - . " . -., ..�. .:.r. �.. M _ iUKV.WILA FIRE DEPARTAaEN* Please call: 575-4407 end give this job and exact address for shuts Q,,wt, or restoration appro i 4 1111111111111111111111116 111 II /11111.11116mm Immoli 1 =ian 1111116 Exlsn WALL MEM OFF1C 107 Without Comments As Noted. in Rad Pei- The Attached Letter Ise plans have been reviewed'by The Tukwila Fire ration Bureau for co: ;fort trance with current City tt;ards. Acceptance is subjectto errors and issions which do not authorize violations of adopted lards and ordinances:" The responsibility for the uacy of design rests totally with the:designer. ions,. deletions or revisions to. these_ drawings after ate wilt void this acceptance and will require a rnittai of revised drawings for subsequent approval. acceptance Is subject to field test and inspection by. ukwila Fire Prevention Bureau. NEW PARTITION! NEWPAR TIONI NEW P--TITION 11111111 111111 ,� � - - � PRtGHT SPRI KLER - - � ' ,, ADDEDAB•VECE' 111111111111117 1111111111114111 1 11111 I 11 I- _ EXIS UPRIGHTS T.�' ` \®■ �XISTING UPRIGHTS T• REMAIN.. l Q-. , NEW FULL HEIGHT WALL ---- O' STORA E ©�' 1 I _ I108 NEW PAR ITION NOTICE Weld stamps must be inspected before pipe is hung. paint piping prior to hydrostatic test approval. z a w W rt 0 HANGER NO. 14W SAMMY SCREW AND ROD • Because of increased. demand our inspectors' schedules are booked 3-7 days ahead,' Therefore, you will need to call 206-575-4107 to schedule your inspections -a minimum'of 48 hours in advance of the date you want an inspection. EIGHT ENTRY VESTIBULE 100 HALL 112 NEW WALL LUNCH ROOM 116 ISTING A O REMAI /.U///Ai/J//////.0//LL///f6%//J!%/iia%.44,404W.//////.G/.U// GeneraiNotes 1. Western States Fire Protection to add new pendent and upright sprinkler heads and relocate existing sprinkers due to new walls and ceilings being added for the tenant improvement. Sprinklers shall be spaced in accordance with NEPA #13 Ordinary Hazard Occupancy with a 15'-0" maximum distance between sprinklers and a maximum coverage area of 130 sq. ft. 2. The building is constructed with combustible materials 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4 Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. DRAWN BY:Andrew Chancellor AUTHORITY: City of Tukwila JOB NUMBER: KS0730 0' 2' 4' 8' 12' Scale: SHEET FP -01 OF FP -01 yfir/5 SYSTEM TYPE E�!1a.fq 1 pr;;aHT S0!ZII,tKLE ? HE -GWS To RfWIAI )1,►5T1N(. t✓ i--10ENT St'Q►r-1K.LF`2 r2G.tI1N1 uNLGS S CTI- elzvii � mem. ? 1-4r1 sP I 1 t•) k.LF NOT PY A.N12 SF" el1-tlrLl✓C‹; -r, P M,a1t•1 xt�1 1 N & W,L1_ ?G ✓ lars.m©✓Er..? E1» CCN 57MUG-TION EW CMU C,N�TIVJC114tJ `I1/IIez U N'io 1l.I4 EJ7 U4TOUG►4E© HANGER LEGEND EYEROD 8 RING C S ROO & RING C CLAMP, ROD 8 RING CLG FLG M T ROD 8 RING 4 PEGTEo 1)1,1Toi,161.41,2 TWO WAY EO BRACE FOUR WAY EO BRACE INCHES - STRUCTURE TO & PIPE TEMP RATING 43,286 New coNC• ®?-7-7 L� Ex.1 -1. G LG. 91- (-Tier ALL MATERIALS 8 EDUIPMENT TO 8E NtW 8 UNDERWRITERS APPROVED 4—Esci5'r: 4" 1014tN _ v'T Efl SEP WITHOUT COMMENTS. S NOTED PER THE ATTACHED LETTER © The drawings affixed hereto e City been reviewed and accepted by deletions f Tukwila Fire Dept. Additions,after this or revisions to these drawings date will void this acceptance and will require a resubmittal of revisedest to f draw ings. Final acceptance is sub 1 insp ection by a representative of this department BY: DATE:.. CITY OF TUKWILA 575.4407 BY. J R__1.5_1 ,,:� ..,. TUKWILA FIRE PREVENTION GUREA� TUKWILA FIRE DEPARTMENt Please call: 575.4407 - -- and givg,this job No. 162 and exact address for shut down or restoration approvaU APPROVED BY WASHIN6TSEA�E. WASH6 BUREAU >s JAN 1 5 1985 As meeting requirements of this Bureau for classrtwatioe es summered, howevej, system changes or additions as recommenced or, the attached ans as sheet(t) will andefortcin onsruct construction and occupanroved rates cy showtance n thereon Finished submitted to inspection for final acceptance• instellatibn subject M comm, approvals and acceptances relate exclusively to reigns litect of various : we not tit x as bearinginsurances upon fire in any ay up the question el whelt►et "doe We hes been exercised with respect to possible liability for pew Injury or damage to property. It is mcognited that hazards wh iii/ „suit in loss still exist. C TE7 sir\K ��Ati Ren *ANKIN. INC. A B 0 ! 1 4.. 5 16_ ,c_111.71 R 1 c c s -7- A'4. _ r-ic„-cmc Exr5Ti,v4, 3Z'FP41E' E -b, 4, RicE.R. 11 z 1 VMS D F G H K 1 I c v-,/ 7 E 7-,c,te f L.S.. "7"\ A / \/../ ,44 -7-& 1Z I-/t./r A r-.4 A T 0 -'s7 $ "7 ' _ 3) /ZE ia.*, /c, ps FL'-/ /2S R Z.) R to ,L,LE D b c, FLO 'sr../ f„,ftr t t ,----- "440 4 _SE 7- 7-=`- D 6," It-t--/-1.-DY Fij Ai \dog., "c:X CAT. 91 P At CP ."" 1 7 , 8.4 Co. ..rFL... ist.pe.PrEk 1-8:1-6" D1. A,s5- !so I 7 3 4 -= " 4ill 94, bEf--fL 1,4 rut 4P/PRn 4, 3 7 r A rE-R N Al' PA kA Li& --TAP ,„±"--__-•-) 6 s _SEAli 17e '4' t i) u 1'4 ,0 A4. •-- z) ./ 21:, A, k../.1 N r PA. 1-3.f• 2_ . A -t_L1c,, Tr) fl:at 7 pre* ? 5i- /- / R : a - A -11,4 EG A-1 E Jrf „/ A?. /,r- L.,/ e_ s- 5 C. 7/, ". '-‘17 /•? — & c 'Ad . 44.1P/fie C3 —46: T cr CC/L-17-1,e.,A,/ (2- 7 vAIN , VA Li Ct.-1 c_..1 -A-_55 1545 PIA Aseta.prz--_,Z. rRYZce-JcL1TC , MS" '156, L. C-eb E. ›...)75 not-- •- `r• or* Q) 72 Q INci As- I-. e. J.; fi AT 0 ..*/ c /Ty' i/ e- r - or) N-1 -=\ - * -"Y -; 1 A - SEATTLE. WASH. WASHINGTON SURVEilti'l & BIIREA1 DEC 1 g1976 however, system chenges or As meeting requirements of this Bureau for Classification as sprinklered, ditionrecommended on the attached sheet(S) will result In improved rates Acceptance applies to plans as ads es submitted end for construction and occupancy shown thereon Finished ins+e"*inri sublact to infnaction for firrd acceptance. All comments approvals and acceptances relate exclusively to relative affect of co' ono 11000 -ore insurance rotes They are not to be cons - in ary way anon the question of whether "dua care ;tat, r a.e,ciseti with respect to possible liabilety for personal Wiry or ds-11'6'Se to property. It is recognized that hazards which mai result in los still exist E PCP 1. 8 47t3 APPR 10 VED AS NOT ED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept , DLreau of Fire Prevention. Additions cr revisions to these drawings after this date shall not be construed as being approved or viev JAN 6 1977 • .... ..... CITY OF TU1LA BUREAU OF FIRE P EVENTION HANGERS A U HOOK B COACH SCREW ROD *C.- CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRKT J .J -.BOLT K SHORT CLIP L '1:- ROD M TOGGLE NUT N MACH THD ROD POWDER DR STUD R WEDGE ANCHOR T V X TWO-WAY EARTHQUAKE BRACE FOUR-WAY EARTHQUAKE 8111PCC pINCHES STRUCTURE TO t PIPE SPRINKLER SYMBOLS TYPE 2 LINE TEE SIZE V2 SPRAY V2 3/4 SPRAY rE 1/4 C3 1/2 SI DE WALL 1/2 4 1/2 DRY 1/2 TEMP RATING 160' 212' 260' 360. UP It DOWN OPENING UP 0 2 z 0 0 2 DEVICE 1/2 1/2 t/2 3 1/2 QUAN TEMP TOTAL Approvals Required ws 3 c, net, CTIJKWIL,A• el...4 OK TO FABRICATE DISTRIBUTION cYS s ,ftz es 1 F//ife M'4'5R. 2. 1 Te- 714 L SYSTEM HAZARD GENERAL NOTES 1 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET NO 13 STAND ARDS FOR A HAZARD OCCUPANCY 2 ALL MATERIALS & EOUIP6IENT TO BE NEVI 1 UNDERWRITERS APPROVED 3 PIPtNG DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS I. DIMENSIONS SHOWN THUSLY 11-61 • EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH POPO, PAMPHLET 440 13 CONTRACT WITi4 be/ CC/14*-Ji cA 1. Sy 7-4 „T_Ax 5o Pc, Pt...aot Pl4c.0 Se. v./A. 98 / 4 4 EA- Z- 400 2_ revi rev] rev' ,revj (f),Lb /1/4" A T/Ola 8 eak A, I< CO P UT" cia; /803.5 .-.5-if'EFMN- SENTRY AUTOMATIC SPRINKLER CO T A Co ne V," ". 98412 -al 1-2-6G -9z1.-66,44 Engineer Date Sheet Job No bigit t> 11/3/74. /v,f /1-0798 B C D E G H b Z•et 8 ) ,C, r , .f } 1." -Ili f. 4., ce Fr C`A V✓ oiti.0 ,1-..(4 (13.z 3 c 0 5 O L -E•, O mor a B' V -t- z- 5,1 fa 1 �— d RN 1 � • N { • 01 fq • 14 6-4' A j 4 et 3 saw I 3/1:14 4.4 irr ki Nat 0 4 11 44 4.4144. Nit 0 (34 3 04 ca 11:43 0 1. 4 r 3 31 APPROVED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requti aments of the City of Tukwila Fire Dept , Oureau of Fire Prevention. Additions cr revisions to these drawings after this date shall riot be construed as being approved or r view CITY OF TUKW BUREAU OF FIRE PR VENT1ON 4 A PsE4F:Fl!):::i. ED WASHNGTON SURVEYING 8 RATING BUREAU haoswmeveeert,insgysrtegernuircehmanegnetSs DEC 1 61976 Lei7 OofrtehdiSdiBtioUrtieatt tor classification as sprinklered, sheet(s) will reolt In Improved rate: aAs instatiatinn subject to insrection for fin., erceptance. submitted and for construction and occupancy shown thereon. Finished Ail comments, approvals and acceptances relate exclusively to roam,. effect of various conditions upon fire insurance rates They are not to be construed as bear.n? in any way upon the (plastron of whether "due care" has peen exercised with respect to possible liabikty for personat injury or damage to property It is recognized that hazards which matt kesult kin loss, stii (c.71 must HANGERS A U HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SHORT CLIP TOGGLE NUT MACH THD ROD POWDER DR STUD WEDGE ANCHOR TWO WAY EARTHQUAKE IIIRACE pINCHES -STRUCTURE To cr. PIPE SPRINKLER STAIBOLS TYPE o. LINE TEE SIZE SPRAY 0 V2 3/4 SPRAY 0 3/4 113 SIDEWALL 4 1/2 DRY 1/2 • TEMP RATING 0 360. UP t GOWN ac OPENING UP 0 0 1/2 1/2 rI,SuA*42 50 E5VILIC TEMP TOTAL 10 2 - Approvals Required OK TO FABRICATE oisTgieuTtom SYSTEM HAZARD AOAsETp:140: m:tpCoNegt:UTE :01 ePAv 110,04AsyTEuitoo 44 Ns GENERAL NOTES VIALS t RIPE SIZING SPACING CONFORM TO NFPA PAmPHLET NO 13 STAND ARDS FOR A =-4t ',Z.. HAZARD UNDERwRITERS 4TE arcRg EXCEPT RISERS IL EOUIPIKENT TO 3 PIPING DIMENStONS ARE CENTER ADKE 'RACING SHALL BE SACH°C0III:DATHNUC NFPA PAMPHLET NO 13 CONTRACT WITH r____ -- c.51,..0 A4,47/04..,.,...e, r3." kii< SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No 42.g 3 A 1 f � /UD T ,' TA ': S'r,"[.r ;.[a o c +vt Tc' r-+ a•1! Gu"L, t tW 1t.1. -LS E Cu,/<_ c. z s WALL i / // -7 •-k -0- Saga 6�9- TALI' Tc Ft a1 6 9 3 • 9 3 -0- AC'OuAJ7 :E vtCc S CL$.CIO /o '- 41- T1" era PP- si/te t 111 0 .1 3 .• f -414- v h ./ 9 -, 3 C�*^f�vT&R �RorM 1 .4r) ?goy l DE ENC%MEEREP NAIoN , 130, �srsrE11 ,0L 3'1 • 0 5re. 7, o" soh (r f.0 eF � i d [1`1 1Z `- C" ,t i 6 READT / 0r+oR Taft; $o4 rti' r .j3 • \O z.o" AIN IS =o" -*- co AlTRO L 3tS4 qb •1 2=94 y WEN. J My r Te4z!.. /S/.eEAoerk 2.•4"s8 " . A- O /} 0 SToE+-6 E V _t N C t Q r r, r =LG ® . + , —_ -,_ 1,ts',�, MEC KAN 1CA A. cn,-' i a 1- v-3.9.. r 2 .. J 1 ---- •-----t---- --- -f 8 ncrAL/ L e30 Net x -i _ _-1 0 et st- '« 0 trr 4t�.tJGtiRooM / b" IF A • o" f J 0 0 0 �o 4 r3' -o" 11 •4- iO 6 -r _- .5 -0*, 1+0 .} 4e -9- y«wER _Q al i i - — p a‘!3%4 r 0I s1 110 i CLr.1i t 0 2°r \ 0 pf{o�Gr i -: .l L "3 i 0 - .t l_ /,'Z cel, re,QB,p.i„c c 0 _ t • 0 _ I tL &4iC Jr ----t • 1 i v %/Es7 - 47 0 e. APPR VED - AS NOTED The drawings affixed hereto have been reviewed and accepted a3 meeting or exceeding minimum rEquirements of the City of Tukwila Fir,e Dopt., Bureau of Fire Prevention. Additions cr revisions to these drawings after this date shall not be construed as being approved or evie\ d. -JAN 6 1977 CITY OF TUK A BUREAU OF FIRE P VENTION reeL:4, p_S" c„/ 7715 gut vArkrAkrst_c- HANGERS A U HOOK COACH SCREW ROD V- CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP rin TOGGLE NUT MACH THO ROD POWDER DR STUD WEDGE ANCHOR TWO' WAY EARTNOUAKE BRACE tOUR-WAY EARTHQUAKE BRACE pINCHES- STRUCTURE. TO irr PIPE SPRINKLER SYMBOLS TYPE LINE TEE SIZE 3/4 1/2 SPRAY SPRAY SIDEWA LL 0 1/2 4 1/2 DRY TEMP. RATING 0 160. 212. 280. 3gE 360 UP a DOWN LE cler" A4 D APPROVED EIY WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. DEC 1 6 1976 As meeting requirements of this Bureau for classification as sprinklered; 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. finished MI comments, approvals and acceptances relate exclusively to relative effect of various conditions noon fire insurance rates. They are not to be construed as be,anng in any way upon the qucstron of whether "due care" has been exercised with respect to possible liabilty for personal Injury or damage to property. It is recognized that hazards which may result in loss still exist. DEVICE OPENING UP OPENING DOWN 1/2 1/2 QUM TEMP TOTAL Approvals Required 13 OK TO FABRICATE DIS TR IOU T ION CYS S 123 1 7- 4 SYSTEM HAZARD reP GENERAL NOTES PIPE sumo SPACING CONFORM TO r*FPA okkuPt-itt T NO 13 STAND 2' °Ae (LC LCN Ul 4:AWAT 03 E ARDS FOR A Cita). HAZARD TO CENTER EXCEPT RISERS & lipuivEROIUTItTNT To 3 PiPiNG DIMENSIONS ARE CENTER PROVIDED IN ActogoAmcs WITH CONTRACT WITH 65.0 Po PLAkcAr revi SENTRY AUTOMATIC SPRINKLER CO Date Sheet f 3 Job No • 3 s`4 45-4 PYry117/Mil, 41%011 5 B • 4._ sc.. I 0 �Lb UAT►UJ. L !?atit< 5- i< R_%./ r c i= E.57-//1,1 z rr 33 �,C.-e1'C, �rpz Q g J C EXi 5TIAJCn MY0rit .w -175`4 ,*5.1^w 3'3"FROM ERIC }T(s. 4:0NC.wnt1.< id - - 1 i- - _ion [i u NEYf_7hit P$7 Rt¢c.K N8e F/.r/• FL. r Lr v g"<,crAtss /so) u, v. - I i2't ti L' ,5T/AJ.- 1 f-'`fCRqu7 /1/0-rE ,' S�LGT BAc/CF/�� 7 & e• L).5oN L 4%3 - a lit 6:;" A' AVIJEJY c.„r.-tsu r _ Prscs _ 1 7. 4) J m:..,`,1 1W#iT w<as cisa� #44 ere t 2 A./ se f' r'4 ,q ri o 4 7- U s ' L li Pc 27-" "4-)_ - Th TY 4 - ; _ / S P s .t 3) /Zi=SlDu+k_t.,/G4 P5Z 4) F 2. •r,-/ .r / 2 S c: Pre; 4;) 4.1ZAP,4E r An! -6.Q 22._C?p GP N's C 2 P51 A10..N1 TEs7- I) At /b. fSPy P E s--7 1 T' RE r f` E_ r, c-QN•-,/EcTiv,‘, CE •,L y) I VA L /c: fA/ 7' 3 (s.�E Dcr<r rL /�'L Lcti.a/ ) 1,401-E • /�{f.5T�t2 M prP�IAi ~•��` 3 /'ppQe A, 3' o Pl2o M c 17 r -/ATTR 1,4„4.7 /4 AAO PAeAtt-fir_) 1/ VE -7A P c Q'f A 5' r� .y . v SQA$ re Y IC 7A. t2 r r/E/2? f� u. I. To r3 e 1Y CN` z) LI•sT, Tc [� =.A1.'J. N.FP4.°'I3' 2.=i . 3) 7'CS eE P%v)DEL`, F C es" A" Jo% S"'c Cc."34 v. rec.. AP' TEk 7 t D. r, c-LAS$(5O c -Lc% c r "5 d°0u s-.. ! ivd _ 4 C.& JT/c'AL- 9" 4 tICf r i'r J• 1 - f -/o _"...„wI l fat rt'5A.'4, / v./-.4 P i a= pT. :• \• //TA/t5S _ F<c, TEST 1LSO?, 1v *1; AoK>GLt c..r. .,n _ VA L VE' rs. zs r n tz- 7J) 4 x Z r(:' 2 -%tom" F �Qr .yAlLp—t-rf-c- Q .'K GhPS. t3.=. cN-&ss Ise .I 1 t evef2`i" Ccvt��►T C_o. u, v. # 4 5 Co L. A . (d rr C .7 starz r.tIlt= (LIZ) . .sp. tw1a4 Nc*t ¢/ N A! r5r cs a L a v /TY P 'E$ AJo r E viR_C .A 1+e 1£ 7 (. • .1 i { 144 P64?TE .5 o y ' 7 _ Nt AIN t o ; • r -- - M'yi /S 1714 -- VAvl.T L 7 I GNrP ti 7— v./� _ Lam+. - - 11 IN! E \ 1J -:,- F A.,_M 1,1Su/P`Pr_�T� 'r bel t... 40 #E `E 7 W .� K Jam` 5 G e -r,:; 0,1 %� 1' ter /N.i.-4 14 e L rr CMtt WALL /40 r , r u/� a.. _ -r-c:› E PEEP) i t c.u �4 t{ tin - PCar. E 1-J1 Cis-, Ac. FS7'/M CT. VAULT PLAT co' k.. __-1t" /� ,".L zI?f'1na P# _ _ [1 v v,A4t�'L_-r - -S,G .A, r= , L ' = 1 - Q„ f • / / -( `-e ie 7i` -o Lvr7-mss /1/1ale t i-oartrti r- 5h �t€S7 //1/2)/w, r� APPR-OVED AS NLOTu.D The drawings affixed hareto have been reviewed and accepted as meeting or exceeth-3 mirirnum regj,.ements of the Dtj of -i uicti'riia Fi. e D:pt , B_'raau of Fire PreVer,t,on. Add tions cr re,ii.:-, ,3 to these drawings after this data shall not be const eds being appi o /ad or r ...ed - 0 0577 ---- ILA CITY OF TUB. ILA - BUREAU OF.FIRE •t-ZEVcNTION CITY OF a APPROVED JAN 5 1977 i4S per IC. • LAO HANGERS A U HOOK B COACH SCREW ROD C 'C CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRKT J *J -BOLT K L SHORT CLIP •L- ROD M TOGGLE NUT N MACH THD ROD P POWDER DR STUD R WEDGE ANCHOR T V v W X Y TWO' WAY EARTHQUAKE MACE FOUR-WAY EARTHQUAKE !RACE pINCHES -STRUCTURE TO IL PIPE SPRINKLER SYMBOLS a I/2 TYPE SPRAY 00 LINE TEE SUE 1/2 O0 3At SPRAY ❑ 3/4 C3 El 1/2 SIDE WALL 1/2 DRY I/2 ® 4 14(> <> 1/2 TEMP. RATING 0 160• 212' 280• 360• UP 1 DOWN N W 1 z_ _ 0 v z 0 VT1 O z n 0 z /2 it/2 3 1/2 SYMBOL DEVICE QUAN TEMP TOTAL Approvals Required OK TO rABRICATE falsTRIBuTiON CYS s Es HAZARD Nei 7— GENERAL NOTES 1 PIPE SIZING S. SPACING coNcoRry TO 'OKA PAMPI4LE T NO. 13 STAND 2. ALL HATERIALS ECIUIPHENT TO NEW & UNDERWRITERS 3 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS 4 EARTHQUAKE GRACING SHALL BE PROVIDED 1/4 ACCORDANCE WITH CONTRACT WITN priav,i,cski/c.4 I. 5-y5'TX-to Lear, rev pyrif SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No • , 9.5 X71 7 -4 -PE ,eocrf - K&ECO. 10-5155 (0) cr TOO 1 it 1 r9--7,1 1.1 / 1 if _ 3 7 (../,&[7e 77 FL o a,e 1/0.e— /f bv'-1 •V e_d -7-/0 ek/ 44/4-7 � REVISIONS LET. BY DATE DESCRIPTION APP'D. AP The drawir reviewed a r exceeding r City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed as being approved or �y'ewed JAN 1 1 1977 CITY OF TUK BUREAU OF FIRE P • — / �. -7-41-RE -/ Oo 1-1 3 /SS -2--24- /55 - 2 -- 21- /2.44=J% '/-1 — �,y ret 7.4-/'4- 'c crs CO /i/' ciT iz 7O1 2 /cc -z Z¢ C4)/^7/ -'4}7k" /eoor'' .3o Z- 24 co,(}//G cdve i 777 #1/ /1' Z /51,e 0 THIS DRAWING N DESIGN AND DETAIL IS OUR PROPERTY ANO MUST NOT OE USED EXCEPT IN CONNECTION WITH OUR WORK ALL. RIGHT* OF DESIGN OR INVENTION ARE RESERVED t PRELIM INARY NOT FOR CONSTRUCTION /1",?L a,l/ /3o/ ©L£ /14) 7-42,v r--)_ /4� ' 74.1, it/tr.. i'7/i s A"/ 01C., DRAWN ,4/S 1/7,77 APP'D. SCALE LAST REV. SHEET / OF In ,1�i"% "�4Y '">+a, y?d „i"�rd'",�.,wrkM:yG,.'3 a`•�Y" P'"� p^nr'p s44 'airiioYFytir7kk'y„� ".. �« Y J�"y"t-. �C `A �aI rY`� �'��°+a`°'� � }'i �� Ivy E�� A�� FY 'wr'w"vwV ,"1, , r m r a 0.44+..1. -+II". "�Y ' n +.'Y5{?,a� x�.,..A^r "`,kPkG:.": �"" Y%A�1+ : N' Y 4 •gtlkl Phi, ,, 4 i + b o re N. }'"" Yi'`M �«, r Y1 kMtn. til' M1 II • d uF u ale`'o1�� ro rP4 1"K" 19V qW N t, d,9'�Po%ho4 ^F'a'4 'F J `.`.«�'�m n`5 7p. .� 1 11,+ I 7 1 a9{ " fplJbfm t i K 4r wP,wu.«„w` i , w5r,rY1x,11 J" IP�sfi nMy 'IIx'°w rr5�*✓,<+ � YM1 +,��+ 4Q!.«'Ir fr lv a 1 K ekr! 4"°dJ'" F"hd4i w«Friw ,i+FoK�,ir.,fk.rr Ir " 1�i l , � .+,, F +t 4 >vy+1 i aeLJ ,rYa+w t'ka ,+ '�r r �' , ' W Y , v + ,dur,ro ry" "Cdwf wt r�r v .0 7 y M1 yll p eanx ry F4 or 9q1 pwIP , J,o ga l"Jr 4K,v tr`rpt,"4t a o f « `l '" Y/" 4 d b ,r+w4 r I rrr 4 aPP', �, N, L4 hr Y« 444' d«n 1� laey"J aiiW f N �: r K9 J 4' ' �� /I , ' 7' 41 "J , e, Ihv 1ar « Mr , �r +p�N «,+'Y wla " K}� nY '!t" d ;, "R A I w r¢ M y"i f i .� } 1 d 1 rf 4444 r 44 rnr y }� r rn 1 w ti !r �,..' Jrwr I ,, 'aal 14 K° 41M �"' � t ! 9 �' A, 4`; a Y ✓i� +��", rJ a � z lo4�rd�rr,ll �� azr gx � " P r IuY w" �,�/Nr 61 ,�, r1r+NnrlJyJ' FM�`..<< ��I ro � *Y`�'o 1,77;77.4,571747,117771r ri'iYl t'}I 14411 P 1 r P 4 1, li /K , �, 1V P ' y} �'0, n• ", t 4d" d"" < A'' v .r�' 'zn z n Xma it r „y1 ' d) Kv 4�r ' 17 NI rfp 4A4 4 "Y 'p .; ti r "w'S A'J " K, d «, A444, 1 4' 4, N , Il N4 1 7 y 4 rrr ' M( w rot t f 1" `7x II • ' 1 a1 ,'I r, 1 0A� 10 ornr, M4 .1, P4' , 0` Y W&Rn a» �r�SA r }y 4444 YWx • t,p Ar '' r � °r �' a4 x r, a •� av v M1q Y {t A vpi CYu� 4 e"t� r Iz, � �i n 14J I PF lari' 'w't",4+M' �Y lP yur/yvp f a I ��I' li "I Tr,I 4"1` 1'a 1414 ; 't 4( Yn h a l q. A, 4 1'4M•�7uS w'�",'�.} rf prlf+fir +ad, C A n wNlrf/M t.xJ ' 4414 fr 5 I ' e`rd "n "4.74 F"r 44 • ,u pwj4` I ell r rl «m,/}1 I' ', Yirl i 4 F1Y 6, 9 i• "v`1"h" f"1 ^I;✓N }� r., rV i« A le �7 i," 7y "i 44313 , r, 41 r 1 1 YY 4131 ` 14 N V x 11 ,w1 1 44 7 ( 2 4 U A LJ L r (.A/45 ,Z)/`'2 Ll T ��"=� 4 �' -' 141 ' 6 • A . (Al1,3 .i'" 'I'/ V Ine t I Q ua' L., 4. 7-1* L4 ' A/22_1' Z. • 0 c20 I( er str • 44.1 s t6 rl d 1 4, X{ d J{ 4, 4, F I 6, 4 '144 4 1 A 41 144 4 a rl K 1 g4" 4914 0 bf 325' • g 3(e e./ fb yq5 w 7177.7.190. 4-4- 75=d fl'esE 4,1 4yyyy'' 1 1 4'V rr Il Y • Y 7.1' ;O. // 4C I!, • 9 N 4444 K 4 ./c"" y /14th /i%4 its ,' 4' / 2 ' ,.F'P��'" 4 , '"/?E AJ , " C' e,, 1'�" 6 '--5,x_,Arrece-x L/NE- ,925,044i- CE/L. �-- /ND/ CA rt -,s- , /4,0" 1-11./14 1 i EAST 15. r 1' 0,0 .'l ix_lfST 1 Alt 2 e T �A f N, ".._ _,. , 1 4 � C M1 , .P7) 'ClNI•J rh )A/A rat, ,,/LAI,', k !r 4+ 44 ti Of 10th1ISi ; r. 14 34 3 tkr 4, 144 :SCA 4 7,90 • or 9 44 4174 ,4 • 1-/ rJ 5 1 1. w • , ti y , z S 'M 3 .r n / n • rtai 11 2-2 *tisE J a.c, T.-3 .1._,x/8 S -*/8 -L` "/ds 8 /6 1-Z4/f/s5 -01/8 1- z `*/er s 1- 3 6,0 ",/8 /-24 'es 8 - r- Zca/y g - /e 1-2c M19 I.zC°tfa s .-Z4 '/64. 4� !'-z ',- 3 1- 2`'i/0.5 z '44493 2- */8 4-2c 44/8 2 -a/g G -41ie 1-z`°/es 4- ze~/85 3-24r9s Z - 1'/e 14 Lei o, -z`"'/*9s 4-z4#/Qs 4-0'4 r 4M 49 r I r' - • /3/ 3-z4"'/$S /_xc *yes N 4-Z`%9s a p''/f? CC:e 4)1;--\\1k 7?) /a G Pe) 4.1 !� 3- zcs'/4s /- 7`'"/BS 6444 CD .5 -e -05z!7 t) 2 E','nvrL ca //g?rv/ C. Z o &) % a v. 9- 4i/8 4 AI DrE5 I , 717,4 4,/z eL©S cS-.E'-s U.V l//;~ .14 > �C�1,�; S / �RJ s 7-'944 8=47.1 C? rz / tv 1.°DG.e':ti " l,, ,,„Y, a ,c).' -2e 4y '' .,Na ,4l 7" i 2 .v 7 F9 /«r 'Si C44444> / Two ,rJ •1, 141 .0 le GrAd 4- Ungr Ts 064444, � 7'4' /Y1r ,X04",r 2741e4 -0.c/ a -#c/ K P'• / 4 /2 .r> . /E't t /".? .fir l ci 7-3 do 7- ,c-/ re' e , �.5� .ter /2 yv G IC... "917 e ifee4r'- ` r 3 hi / 3 / 2 c� v .� c. /�'t� sr-~./ •J lel. *c2 C' 0,47 d' 24J 7e -c." i.� /, s / sir ,'L•l' Cc y)) /" e 0.9 4,4 •-I rCQ.CJ'T" t TS 15,9' ,/', .5 / 't) AJOT8 6. . • • 5/W i.- ,9r•Ze-' roe_ 04121-7 r Con3.4 ,u5,s y-6 ,D6rt'c r- /9 a) GG/ c /'ate // 1/ ---0O/2- hl ac. C) 0/2_ /71/1A.Ju1 - L 1 0,77 AD 5"%,Q7/c% F / /Z � / L ,/'.? /2-'1 p-.9 /(J c L_ ,., r I//Vpr-fe.. i= are., ' ,T om' y , ,, 7 /, -.eZ�? ,,��'' M i , t it ili, 2 _/ 3_73 frukwiLkimg PRi4Lf TIU5BUfff,Mj • (7a / -21/2 „i(2 1/ ,amu;v 44- e" N r 3 oAp l /-1,19 LL 1 u 1. 6/e /')(' 01.10 r. 1 1') ( f) L 1ri r =' t t. r 11) <,c 61, Ta f rie; I /1/ its • i.721 (*" t_' 1d / A' ( a ,. ,+ 7a I ft Kr ;Jr", Yx°"14r, ,,A h, 1 Jr , 4,1 "fr I Y rli `yf e, / ( M c77-7-- //41,/ • 2-13-7) KW FIRE PREVENTION BUREAU 0'6/1''�= , `/. 4/ 01) ,"49.00,' o1 L'4 4 �dN}' I Ik r { yM� I ' 4 q - x/fe. s/8.5 4- mfB / •2`' 4.2 5 6 —'4/8 .40 ,y/./i y 4— X49 EoL, 4-'°'r/R Gl' /0 DL 1 /z—+4/g /4 -'°'''/a —, '8 0 1 -/ 4-- ''/® -2444/85 /0 /8 iM 1 VI NOM • 1..74 LW+v .a+.i"..Mr'^Y'^'.w ..r ..r Y. , Ys JE Tr+.Wr'i—LYb Ye�u�HY4..N� vw..". .lam :Z91:r-e,1 (,' • 2-1 3-73 T SNI FIRE PREVENTION BUREA1 ' AJ ti.✓„✓ 1 • ronirip n+...M+0w. w'uwn� 7h7t "'R""" r '7. ' '�'Ar ' i K { 'T 1 'F d 4 41 l t le 4141 yI.„4.r Pt 4 04 P >} 'trk re r vl� , kT I 4141 4141 1 d it 44. 44P 414141 7 $ Y rm th 44,1 w r s M 414 1 *x X b 3 41 41 i ti 416 41 kAd44 Itt- Pit' t. �k Y 7 Y tY YL 4141 41E tl 44 P '6 1 4141 t' 4 4 y yr }ti 414 '1 4 41 `41"^ 4141 f 4 ✓ 4. r fi s u F 41 j' ✓ t rt1-41 4 { 9 41 d 44 V 'Ito414{ 44 ,1 4 ' r � r 41 Y 1 41 a 4141 a 044 4 ' 411t 41 4 A 4141 41 Nn 41 h ^7 R Ifs I 41r t 4 4 4 M1 Ira X41�y h 4 h 1 4 r f a"a $ i h i P AI 41 41 4 .4 7 4 �1 x ti 41 art d w +n s 4141 ✓4 4 64 41 d 4 Gi 41 44 4 4 -s 41 *.74 41.41 aT E 4 41 44 Pht t ?4P4 141 4 trf P4 1/411 ed rk 01 tut tal st 4,1 Ps - } a. hr 44 Fi 3 ter a- M -TP 41 A41 t sre 4 us 44, at r414 if Pas sas af �ry 41 .4 d 4 tl 4 4 4 'r i 0.44.4" .x . Ie Pr t11 04 05 I 4141 at 41E ari 01 44 4 ad �u A 4' { h, 4 re c 44 a 14 cc S 1 at,{ 7riTr;.r _^�'r" d 'I 41 M 4 41 ft' Pi 6 do ''1 J a M 9 10 yriR 'K9 3 14 /t cak 4,4 44 or re a dia s. 444 41 az ti de 6' I Y 41 41 44 rur 4 4 7 Pa 4 fr 4.4 ere rut 4. 41 t ff 'NO TES I pi If ti1/91\V • t 144 ti tr 6 44 hok u. 4,4 4. ad PP 4,41 or tt I it 4? 441k toir 411 0.4 FIELt) NO DP441'5 Fe; 1 at 4 arr dr 44. 4 Pf s HEW NOTE .10.0000.411 FIELD NOTE bROPS FDC, LIN 31 HANGER LEGEND #1.—EXPANSION SHEU., ROD & RING #7 —COACH SCREW, ROD & RING #8 —CEILING FLANGE, ROD & RING ST INDICATOR VALVE EY VALVE RE HYDRANT RE DEPT CONNECTION ING CHECK VALVE EW UNDERGROUND IST UNDERGROUND STANDARD SYMBOLS ALARM CHECK VALVE A —RISER W/ALARM VALVE • —RISER W/DRY VALVE ',A —RISER W/ELEC FLOW SWITCH —WATER MOTOR BELL riiNs ...ELECTRIC BELL —4FLUSH FIRE DEPT CONN SPRINKLER HEAD SYMBOLS O —UPRIGHT ON 1/2" OUTLET .9 -PENDENT ON 1/2' OUTLET g UPRIGHT ON 1" OUTLET • —PENDENT ON 1" OUTLET —DRY PENDENT ON 1/2" OUTLET • *-d FLUSH ON 1" OUTLET 40.4—SIDEWALL ON 1/2" OUTLET SIDEWALL ON 1" OUTLET ALARM EX1 W ATF SPRINKLERS TYPE DEGREE QTY Kai ABLE BRUItt BROWS 5 Sof' TOTAL SPRINKLERS THIS DRAWING 10 39 MK DATE BY CO -ORD REVISIONS LOCATE BY GRID COORDINATES FIELD INSPECTION BY 1 2. CITY or TlikW11. 3. Nta WA DEPT ADDRESS CITY PHONE WO. 44 d IT 1; 4 14 tri "I ttt ts tos PI APPR VED AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept Bureau of Fire Prevention Additions or revisions to theSe drawings after this date shall not be construed as being approved or view d CITY OF TU LA BUREAU OF FIRE PREVENTION iv go t)'°5 /ea /1-' EX I ST PI Pi 5 NEW PIP: Ne-r-li 444 440 141 tir ,sac 1it ka air 404,44-04 4t 1 0 PULS r PFAI.OF NT- TO REMAIN 44 IA N kJ WASHINGTON SURVEYING & RATING BUREAU APPROVED SEATTLE WASH JAN BY submitted and for construction and occupancy shown thereon finished As meeting requirements of this Berm tor classification as spnnklered however system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as installation subject to inspection for final acceptance All comments approvals and acceptances relate exclusively to relative effect of various co riititon Awn fire insurance rites They are not to result in In t PO /-ISH Et) ALUMINUM FJP./1„S11 N ST PROJECT CE {I E 11\1‘1 1QP7 4 rd 1. 44 FI R 5 7- IN TEP STATE BAN 50 180 Tri SPE R 1) RIVE OFFICE E.V1,<ION a Ala PHONE SCALE ZON JIRE PROTECTION CO. DiczTEsi SV 79Y *is ktt's 4.44 trt II M sr oi sonommiumin raa tt 44 40 1/64 de ▪ sz s DIVISION OF ZURN INDUSTRIES INC. w 6916 N E LAW) tut/4 ae a it A el r 04 . 10- Or) 4 ti sf' 4444,- 44 iv A CO to tb SIM"' , tf.-,d . 2 at 4 arr dr 44. 4 Pf s HEW NOTE .10.0000.411 FIELD NOTE bROPS FDC, LIN 31 HANGER LEGEND #1.—EXPANSION SHEU., ROD & RING #7 —COACH SCREW, ROD & RING #8 —CEILING FLANGE, ROD & RING ST INDICATOR VALVE EY VALVE RE HYDRANT RE DEPT CONNECTION ING CHECK VALVE EW UNDERGROUND IST UNDERGROUND STANDARD SYMBOLS ALARM CHECK VALVE A —RISER W/ALARM VALVE • —RISER W/DRY VALVE ',A —RISER W/ELEC FLOW SWITCH —WATER MOTOR BELL riiNs ...ELECTRIC BELL —4FLUSH FIRE DEPT CONN SPRINKLER HEAD SYMBOLS O —UPRIGHT ON 1/2" OUTLET .9 -PENDENT ON 1/2' OUTLET g UPRIGHT ON 1" OUTLET • —PENDENT ON 1" OUTLET —DRY PENDENT ON 1/2" OUTLET • *-d FLUSH ON 1" OUTLET 40.4—SIDEWALL ON 1/2" OUTLET SIDEWALL ON 1" OUTLET ALARM EX1 W ATF SPRINKLERS TYPE DEGREE QTY Kai ABLE BRUItt BROWS 5 Sof' TOTAL SPRINKLERS THIS DRAWING 10 39 MK DATE BY CO -ORD REVISIONS LOCATE BY GRID COORDINATES FIELD INSPECTION BY 1 2. CITY or TlikW11. 3. Nta WA DEPT ADDRESS CITY PHONE WO. 44 d IT 1; 4 14 tri "I ttt ts tos PI APPR VED AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept Bureau of Fire Prevention Additions or revisions to theSe drawings after this date shall not be construed as being approved or view d CITY OF TU LA BUREAU OF FIRE PREVENTION iv go t)'°5 /ea /1-' EX I ST PI Pi 5 NEW PIP: Ne-r-li 444 440 141 tir ,sac 1it ka air 404,44-04 4t 1 0 PULS r PFAI.OF NT- TO REMAIN 44 IA N kJ WASHINGTON SURVEYING & RATING BUREAU APPROVED SEATTLE WASH JAN BY submitted and for construction and occupancy shown thereon finished As meeting requirements of this Berm tor classification as spnnklered however system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as installation subject to inspection for final acceptance All comments approvals and acceptances relate exclusively to relative effect of various co riititon Awn fire insurance rites They are not to result in In t PO /-ISH Et) ALUMINUM FJP./1„S11 N ST PROJECT CE {I E 11\1‘1 1QP7 4 rd 1. 44 FI R 5 7- IN TEP STATE BAN 50 180 Tri SPE R 1) RIVE OFFICE E.V1,<ION a Ala PHONE SCALE ZON JIRE PROTECTION CO. DiczTEsi SV 79Y *is ktt's 4.44 trt II M sr oi sonommiumin raa tt 44 40 1/64 de ▪ sz s DIVISION OF ZURN INDUSTRIES INC. w 6916 N E LAW) tut/4 ae a it A el