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HomeMy WebLinkAboutPP - 12682 GATEWAY DR - VERIZON / MCI WORLDCOM / VIRGINIA MASON - PERMITS AND PLANS12682 GATEWAY DR ASSOCIATED PERMITS 00-F-220 09-5-081 00-5-161 866213 D09-015 D2000-029 D2000-015 M09-013 M2000-061 297-13 646-11 645-11 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe 't 4'y MO- 0(3_ ray -615— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Vey- I^ZoA} Sprinklers: Fire Alarm: Type of nspection: %ke Address: /01652_ Suite #: G 's2_ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: - iC Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: jS1 yo Date: %� Hrs.: fri-afft $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe 't 09— 5— aka PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 4.44 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Vet; z vA Type of Inspection: S#t, ntGLc ti CO 444•i1 Address: /Z8'Z Suite #: Ga, i-euAcr7 Jac, Contact Person: /2431,04t Special Instructions: Hood & Duct: Phone No.: P,3 — f' Li, - lG I Z -- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q509r)("4-1.01-1, Needs Shift Inspection: (r1 j Sprinklers:/ 7/ Fire Alarm: Hrs.: Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: Inspector: 5 (r1 j Date: 7/ 3.:$/c), Hrs.: / $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 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park Ea 'Tukwila, WA 98188 - Phone 206-575-44r_` Fax 206-57 E-mail: tukfdprv@ci.tukwila.wa.us' 4/ -/P/5)F; CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 4%/- Z_ Permit # 00 F 22' Installing Company A.-_-:/j/4//4X %9 F/,/i )7,5-74-/G7 j�f Installing Contractor's Address 1i��f City 7-i(R)///,//4 Installer's Name (PRINT) "1/G//v// //7/ }Y f�j 5 /24i License and/or Certificate �G 6 (f �1!///I� i' S 6 D ,c,/ 3�C4� Name of Facility ;VC/ )jJ%�//) GD/1 Property Address 4/i2 �.-A7 /471/ City Tukwila Zip Code Occupied as '`,G/ /4/d///2 CUfj 7J,/,__/���//LC F,4Gi4V Owner or Representative j-11 E/ /yam ej /*file, Phone # ;255-5/e - 2 General Contractor hif Fi2S/4 ' C,, ' 7/77C1JG/ll/' Electrical Contractor /4/277.7 //^ j�j,�;'t2 /' FACP Equipment Manufacturer F/7/1-'wl Model # This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle ll that apply: NFPA 72, Chapter 12 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 Phone # UL Central Statonitor System is monitored by /1490 g11.7(et SIGNED . �� Date /1P4 v" 7' ©C/ System Firmware: Installed version 7 d/ Checksum Date /gid J 7 ©v Initial program Installation Revisions and Reasons Programmed by -67C 449 Date /r%✓. 4 i4,,k, ai/f 20#1-1A EQUIPMENT INSTALLED AND TESTED: Tukwila' '•e Prevention Bureau- Material and 'st Certificate Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors t� ofl ofZ of /1(ofl�yy" _Lofd Make/Model Make/Model Make/Model Make/Model Make/Model A/V Devices _ of Make/Model Audio Devices L7 of /' Make/Model Visual Devices / off Make/Model Auto Door Release 0 of Make/Model Trouble Indictors ,t0 of 0 Make/Model Batteries Readings Battery,15 7 V' Generator HVAC Controls Fire Alarm Dialer Monitored by cel of !9 of ,02_ i of 4' -Ow At 4- 22cW if/174e/4/ 1354/ ,//3A/ Full Load o2 3 Charge ' 2- Make/Model Make/Model Make/Model P5 71/ 4,0 /7i7 -,2;G jiG 5775 c� T� . z- �� � «/-sem. ) r � 1 Annunciator of Make/Model ,N4/'4ia/ , G/?/ I ~ ff /7/1I Sprinkler System. (Fire Alarm connections only) Water Flow Sw. / of / Make/Model A`//i/hiQ ) j4 %> -- 1 Valve Tamper Sw. / of f Make/Mode(3) ,PO/jib /9e-4'5' _ y PIV / of J Make/Model /7 %%��' f G v S^ Elec. Alarm Bell of Make/Model ffe-e/G'./c /f /'/ y�;��ti�;� pA/v<4' x Automatic time Delay of Water Flow Alarm 113 seconds. None Installed Do you meet audible/visible re uirements of WAC 51-44, UFC STD 10-2, 1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes No _ Test of alarm System on ren ,�,�/ er, satisfactory? Yes X No _ Test Witnessed by -' 'i'� t/ Title _ - Date // g/.70 Comments: TFD FP Form #110 2 City of Tukwila FikE MAR 1 2 2001 John W. RantsMayor Fire Department Thomas P. Keefe, Fire Chief Project Name TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM tUOle 1PC° 61 Ud000 — c/ 5_ Permit No. 1-)12:r-2-- C-7,2 Address / �' Y 61%1 A/ L%!1 Retain current inspection schedule YNeeds shift inspection Suite # Approved without correction notice )( Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: F0 S-oy Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 City of TitlCIlCZ 0 FILE FEB 2 7 2001 John W. Rants, Mayor Fire Department Thomas P. Keefe, Rre Chtef TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 19) J //) C0»1 Permit No. Address e 7 t54 Tim • Retain current inspection schedule Needs shift inspection Suite # ': Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: { Permits: Authorized Signature riad Si2 / De D e FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (2061575-4404 • Fax (206) 575-4439 • • PROPOSED ELECTRICAL TRANSFORMER VAULT (8'xl 8') UNDERGROUND E.C.s.TICAL -r ...?..."7„.1-.•$--,•„?.:.:f.t7t-..: CONTRACTOR TO VERIFY LOCATION OF EXISTING STORM PRIOR 1U CONSTRUCTION. NOTIFY ENGINEER OF ANY DESCREPENCIES. CONTRACTOR TO COORDINATE _ NUMBER AND SIZE OF CONDUIT WITH ELECTRICAL PLANS. NEW ELECTRICAL --- 7. PM/ tht4r--- SEE SHEET C2.0 FOR ENLARGED PLAN 60' \ G AS XIST. Et..F.1(..:TRi0P4. 4 EX3S-T iNG Fr'; H \,-.C•1?„ A N T CZ' 6 „ \ \ ‘ .f.:,.... ,...:.) EXISTING ELECTRICAL VAULT o -to GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST STANDARDS AND PRACTICES OF CITY OF TUKWILA OR THE RESPECTIVE UTILITY OR AGENCY. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND VERIFY SIZE AND DEPTH OF UTILITY LINES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR TO COORDINATE RELOCATION OF GAS UNE WITH UTILITY PROVIDER AND ADJACENT TENANTS. STORM DRAIN NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFfr LOCATION, SIZE, ELEVATION, AND MATERIAL OF EXISTING STORM LINE' PRIOR TO CONSTRUCTION. ALL ELEVATIONS ARE BASED ON ORIGIN. CONSTRUCTION DRAWINGS. 2. CONTRACTOR SHALL MATCH EXISTING STORM PIPE MATERIALS, PROVIDING THEY ARE ACCEPTABLE TO LOCAL JURISDICTION AND ARE COMPLIANT WITH THE UPC. 3. CONTRACTOR SHALL ENSURE POSITIVE bRAINAGE TO CATCH BASINS IN REDEVELOPED AREA. 4. ALL PROPOSED CATCH BASINS SHALL BE: W.S.D.O.T. TYPE. STD. DETAIL B-1. I PROJECT NORTH NORTH 30 0 15 30 TRUE NORTH 60 120 ( IN FEET ) 1 inch 30 ft. 12682 GATEWAY DR 113-00, 114-00 ISSUED FOR REFERENCE — FUEL TANK PERMIT SUBMITTAL 1/28/2000 ZfY (7)C1:1 > LJD IYZ cr, (7) 1.61 (DLJVJ REVISION EDITION (71 o 5 o Er) CLOSING DATE zix a _a_ z Arhitect/Civil/Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224-9560 FAX: (503)228-1285 2270 LAKESIDE BOULEVARD - RICHARDSON, TEXAS 75082 - (972) 918- 0 s0_ 1 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221-8934 • Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204-2420 -Phone: (503)227-5280 - — FAX: (503)274-7674 • • © MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION • Revisions: • Sheet Title SITE GRADING AND UTILITY PLAN N • 100 17-1 0 DATE: DRAWN BY: CHECKED BY: • • _0 SHEET Cip6 OF 0 cr)) * JOB NO. 990346 r. ACCOUSTICAL BLOCK SOUND WALL — SEE ARCH. DRAWINGS 0 • CONNECT TO EXISTING STORM LINE IE=9.35± CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO CATCH BASIN CONTRACTOR TO REMOVE AND REPLACE EXISTING AC. MATCH EXISTING AC SECTION AC SAWCUT UNE PROPOSED ELECTRICAL PROPOSED ELECTRICAL GAS ` GAS 5.5% CONTRACTOR TO PROVIDE WEEP HOLES THROUGH WALL, SEE ARCHITECTURAL PLANS PROPOSED CHILLER UNITS ON RACKS GAS:, GA GAS GAS GAS CATCH BASIN RIM=14.75 IE=12.5(6") FUTURE CHILLER UNITS ON RACKS 6'x8' PRECAST CONCRETE PAD FOR ELECTRICAL TRANSFORMERS -------- GAS ` GAS e 6" STRM ©2% au IE=11.50 CAA H BASIN .' RIM5 6" 0 Sc" M IN CONNECT TO EXISTING STORMLINE 10 Ala --- PROJECT NORTH 5 10 TRUE NORTH 20 ( IN FEET ) 1 inch = 10 ft. SEE ON—SITE ELECTRICAL PLANS FOR ELECTRICAL CONDUIT RUNS , • GAS\ GAS 1 CONTRACTOR SHALL COORDINATE GAS UNE RELOCATION WITH SERVICE PROVIDER a 1 DOUBLE WALLED CONCRETE ENCASED FUEL TANKS—SEE MECHANICAL PLANS REMOVE EXIST. - EXIST. RETAINING RETAINING WALL WALL TO REMAIN :REMOVE CURB AND CONCRETE ;INFILL, RECONSTRUCT CURB 'AND REPLACE CONCRETE, CATCH BASIN RIM=12.80± IE=10.30 (8") LEGEND :CONTRACTOR TO \ REMOVE CB CONTRACTOR TO REGRADE AND PROVIDE WEEP HOLE THROUGH WALL AS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO RELOCATED CATCH BASIN • PROPOSED CONTOUR EXISTING CONTROUR PROPOSED STORM PROPOSED GAS UNE —GAS PROPOSED ELECTRICAL • 15 115. i CONCRETE PAD FOR REMOVE EXISTING ELECTRICAL GENERATOR CATCH BASIN SEE MECHANICAL AND AND STRUCTURAL PLANS ISSUED FOR REFERENCE - FUEL TANK PERMIT SUBMITTAL 1/28/2000 rn 0) N co a X z- 0 0 Q Ec0 0 a 0 w 0 w 0 N Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221-8934 Arh itect/Civil/Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224-9560 FAX: (503)228-1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100_ - Portland, Oregon 97204-2420 Phone: (503)227=5250 _ `_ -- FAX: (503)274-7674 © MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: ZCC OW Nm rZ cn W J _,„ REVISION EDITION o CLOSING DATE Zo Z_ Sheet Title ENLARGED GRADING AND UTILITY PLAN DATE: DRAWN BY: CHECKED BY: r SHEET C2.0 r7 N OF } JOB NO. 990346 Fue.94K 3" WUP _ TO FD- 1±-- "- V - UP I °qC - _ -3" W UP [MPI I © TO FCO _I ROOM (7) X" TP LINES UP, -- TO TP -1 I I d (4) X"TP--1 TP (2) X" 6) =) "TP n — wourinommise7 fmamm• - — _ iimmummit _7__Immummaim—,--_ , 3" W UP TO FCO (4) TP, - I 1}2" V UP 3" W -u p TP (3) X2"TP - -- - - - -- - - - - - - - - - - _ -- Ii I 1 I I I I I 4 3"W I I- I I. I I I I I i I I 1X" V UP- 3" WUP---rtxC TO FD -1 1X" V UP x0 -w-3" W UP -- TO FD -1 TO FD -1 (1) VIP 1X" V UP (2) ) "TP CRAC UNIT LOC'N ABOVE (TYP) 1X" V UP WUP TO FD -1 3" W UP — tx--o-- TO FD -1 NEW 6" BWV IN FLOOR BOX .\ 3"W (1) X" TP EXISTING 6" W I EXISTING 6" W — \ LU 3"W 1)1" V UP W UP TO FD- 3" W UP0 - TO ---TOFCO�- = 011, F+ — mw -r -mi. WOW -11M- _—.mom _WIIr_ : — Dim -1.1.r_iniC —=--Janc74-a--: \.- ti'•-:';: F ...cry PLUMBING UNDERGROUND FLOOR PLAN SCALE: 116"=1'-0" ■■.■I4- -•■....... 0 a' 16' 32' PROJECT NORTH 1 /L j1hr Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S_W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221-8934 GROUP MACKENZE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224-9560 FAX: (503)228-1285 GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204-2420 Phone: C503)227-5280 FAX: (503)274-7674 Property Manager Gateway Corporate Center Cindy Duncan/Richard Kolta Phone: (206)241-1103 MCI THESE CRAAINGS ARE PR:3PERTy CF Revisions: L.,D REVISION EDITION CLOSING DATE SHEET NOTES C) ELECTRONIC TRAP PRIMER. CONNECT TO NEW FLOOR DRAINS. (D COORDINATE SLAB CUTTING & PATCHING WORK WITH NEW FOOTINGS. Sheet Title PLUMBING UNDERGROUND FLOOR PLAN DATE: 01 /28/00 DRAWN BY: CHECKED BY: C) APPROXIMATE LOCATION OF EXISTING SPRINKLER PIPING. SHEET P1.0 OF JOB NO. 990346 ISSUE FOR REFERENCE FOR TI PERMIT DATED 1/28/00 Y. rc? �E� B : AS5eC _ TED ENGINEERS C'„ 7/9/ 9 593G7001A\Urt-p51.drq 01-29-2000 DST 7-11 MANUAL VALVES FUTURE EMERGENCY GENERATOR WELDED TEES FOR FUTURE FOR FOS FOS FOR 8" TANK EMERGENCY VENT 8" CONTAINMENT EMERGENCY VENT 2" TANK VENT 12 FT. A.F.G. 2" FOR 2000 KW EMERGENCY GENERATOR 2" FOS 2" CONTAINMENT VENT 24" MANHOLE 8" FILL WITH 15 GAL. SPILL CONTAINMENT SUMP r- FOR —IN. FOS FOS FOR 0 0 L__ A 00 1 0 -011 2" FOR LEVEL GAUGE 2" SPARES L-2" FOR LEAK DETECTION PROBE r 2" CONTAINMENT VENT 24" MANHOLE 2" TANK VENT 12 FT. -A.F.G. �*0 2" FOR -� 2" FOS PROVIDE SOLENOID VALVE ON INLET- TO ENGINE FLEXIBLE PIPING — 7/8"FOR & 1 5/16" FOS BY GENERATOR SUPPLIER (TYP) GRADE r 2000 KW EMERGENCY - GENERATOR FOS l 8" TANK EMERGENCY VENT 8" CONTAINMENT EMERGENCY VENT SEE ABOVE FOR ACTUAL VALVES & PIPING ARRANGEMENT INSTALL PIPING ABOVE GRADE 1 1/4" FOS FOR 0.0 0 8" FILL WITH 15 GAL. SPILL CONTAINMENT SUMP O 2" FOR LEVEL GAUGE 2" FOR LEAK DETECTION PROBE 2" SPARES INSTALL OSHA APPROVED LADDER, CATWALK AND GUARD RAIL - VENT TEE / r 5,000 GAL. DIESEL TANK (2 REQ'D.) J MOUNT PER SEISMIC ZONE 4 (TYP) FUEL OIL PIPING DIAGRAM SCALE: NONE FOOT VALVE I 4 L SEE STRUCTURAL DWG. t 1(1Z c'r3 ,. GO " EVARD - FtlOHAFIDS N, 0 V 0 0 cr 0 Builder HOFFAAAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221-8934 Arhitect/Civil/Structure! GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224-9560 FAX: (503)228-1285 Mechanical/Electrical GLUMAC t4TERNATIONAL - 920 S.W. 3rd Suite 100 Portland, Oregon 97204-2420 --Phoney -(503)727-5280 .---- _ FAX: (503)274-7674 Property Manager Gateway Corporate Center Cindy Duncan/Richard Kolto Phone: (206)241-1103 I Cc 1S99 ALL H T c RECEP._rr T1 -ESE ORA%'NCS ARE TFE PP .C=ERT7' C - Mr1 AND Ar. N2T TO EE IJSED CR REPRODUCED IN ANY MANNER. W;TrC-, PRIOR WRITTEN. FERMiSSi3N Revisions: zze H F «JLa La N o"N 'fez Z � REVISION EDITION CLOSING DATE Sheet Title PLUMBING FUEL OIL PIPING DIAGRAM DATE: 01/28/00 DRAWN BY: CHECKED BY: I j SHEET 6 CO 1 P5.1 JOB NO. OF 990346 1 ISSUE FOR REFERENCE FOR TI PERMIT DATED 1/28/00 PIV VAULT POU �BFPIN� EXISTING BUILDING RISER 4" CHECK V1 LVE 4" DI FDC DOUBLE 2 1/2x 2 1/2x 4 ON ON 4x4x4 BH TEE SITE PLAN N.T.S. 8" GATE VALVE (70') MAIN ON SOUTHSIDE OF STREET GE\ EAL \OTES 1) INSTALLATION TO CONFORM TO THE CITY OF TUKWILA, IRI, AND NFPA 13 & 14 2) ALL MATERIAL TO BE NEW AND U.L. LISTED FOR FIRE PROTECTION SERVICE. 3) 00500 FIRE PROTECTION TO START AT THE EXISTING RISER, INSIDE OF THE PUIL.DING. IN THE RISER ROOM ONFIRST LEVEL. ALL UG PIPE IS EXISTING. 4) MAX SPACING OF STANDARD HEADS IS 130 SQ. FT. IN ORDINARY HAZARD. 5) THIS SYSTEM IS DESIGNED TO DELIVER A MINIMUM OF .15 CPM THE MOST REMOTE 200050. FT. AND .20/2000. IN SPECIFIED AREAS. 6) CENTER OF TILE IS NOT REQUIRED. 7) WATER SOURCE SUPPLY NEEDED SEE CALCS 9) EARTHQUAKE PROTECTION IS PER NFPA 13. 10) PAINTING OF PIPE IS NOT INCLUDED • IN THIS CONTRACT. 11) ALL PIPING, 1" THRU 6" IS SCH 40. GALVANIZED. FOR THE PREACTION SYSTEt0. 12) ALL MAINS 8" ARE: BLACK SCH 30; FOR THE WET SYSTEM. ALL MAINS 8" ARE GALVANIZED OCH 30 FOR THE PREACTION SYSTEM. 13) GALVANIZED LINE PIPE TO HAVE THREADED GALV.. FITTINGS ONLY. 14) GALVANIZED MAIN PIPE TO HAVE WELDED FITTINGS ONLY. 15) ALL HANGERS TO BE IN ACCORDANCE WITH NFPA # 13. 16) ALL WELDING TO CONFORM WITH AWS D10.9 AND TO BE PERFORMED IN THE SHOP & 17) ALL SPRINKLER SYSTEMS TO BE TESTED IN ACCORDANCE WITH NFPA 13 CHAPTER 8. FIE:LE,I HYDRANT GENCRAL RISER WuN1ED AIR COMPRESSOR AIR IN1Ak'E- FILTI OS) MVP IIOUNIING AIT CONNECT 10 AIR MAINTENANCE DCiCT. TO vAlvL Ml TF14 TMP. GR ELL. TO NEW PREACTION PRESSOR[ SWITCH NEW 6" CENTRAL--......,. RISER MOUNTED AIR COMPRESSOR CHOCK VALVE 90 PART/ OL800I50AC 7-/-/rg/ NEW 6' REUABLE FL. X CR. PREACTION W/ SINGLE INTERLOCK TRIM ASSMB. FLEX MAIN DRAINS GO OUT UNDER PLANTER UNDER SIDEWALK NEW 6" KENNEDY GATE VALVE W/ NALL PIV & TAMPER EXISTING 8"x 4'-0' NEW PIPE STAND 7.7 T '-'- -, r . - , /0,///,'/%''/ ,' //// M.J. X FL. ADAPTER ---- NEW RISER DETAIL THRUST BLOCK — (PER NFPA 24) 8' VIC 175 COUP EXISTING 8" SUPPLY i'%%%7/77 TI 8' U.G. PIPING LAG BOLT & SIDE BM BRACKET SIJ V 3 AI\ (2)#16 DRIVE SCREWS SIDE BM BRACKET SI EXISTING 8" RELIABLE FL X CR. ALARM VA. W/ BASIC TRIM AND (OPT) RETARD CHAMBER EXISTING 8' KENNEDY GATE VALVE w/ WALL PIV & TAMPER HEX NUT & /FLAT WASHER '-1 /2" ATR FOR 6" AND LARGER 3/8" ATR FOR 4" AND SMALLER ,PFIPE RING EAM E A C K E _r HA\C,1= HEX NUT & [FLAT WASHER Tim x-3/8" ATR 7 -PIPE RING 1 =A VI LI \ E HA 3 QAC �S NOTE: EXISTING SYSTEM SHALL STAY IN SEF VICE UNTIL NEW SYSTEM IS INSTALLED TESTED AND SIGNED OFF BY THE A.H.J.! T C CC$Z SOLID WOOD BEAM EQ EAR CONNECTION 1/2'x4" LAG BOLT 5/8'x4" LAG BOLT 0_90 6. pNG's- 980 SCMY40 PIPE Z S ��� JS- 54µP EQ FAST CLAMP I! NEW 2 1/2" CR.TEE ,& CA.P Y I NEW 2 1/2" RISER NIP . W/ GR. 90(FIELD CUT)' ' -- EARTH QUAKE BRACE FOR 4" PIPE 1/2"x 4" LAG BOLT FOR 6" & 8" PIPE 5/8"x 4" LAG BOLT THR. SWAY BRACE FITTING WOOD BEAM D(‘, FILE '`1" SCH.40 PIPE 7'-0" OR `LESS 1 1/4" SCH.40 PIPE 10'-0" OR LESS ANGLE TO BE 60' OR LESS FIG.( )CLAMP TYP FOR LONGITUDINAL LONGITUDINAL SWAY BRACE WITH THREADED FITTINGS (2) 1/2" x 4" LAG BOLTS OR (2) 5/8" x 4" LAG BOLTS i TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 3" MAX 4 WAY EARTHQUAKE BRACE LATERAL/LONGITUDINAL EARTHQUAKE NEW TIE IN MAIN 24'—O" AFF 0 FOR WET r YSTEM ONLY W TI PARTITION WALL N TOLCO FIG. 907 cy z 0 lil z Z 3RACE 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter 4, These plans have been reviewed by The Tukwila Fire-- Prevention ire-Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. t. Additions, deletions or revisions t•3 these drawings of er this date will void this acceptance and will require a t; resubmittat of revised drawings for subsequent apprcv 1. Final acceptance is subject to field test and inspectio i Eby The Tukwila Fire Prevention Bureau. Date: 432-11 cQ By: \ 510 .l r t, (J.40i- w6. T.>tie"s." Latc c 4&z4(co Z. C.A411,w�� \c\c IAFPA k3 s 2".5.l ?` lAVRAlt.,5-113 Al \ ROOF DECK /2. LINE ,~ TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. CLOS I (pi and exact address for shut, down or restoration approval. TYP. BOO 2'_1 1/2" INDUSTRIAL RISK INSURERS ❑ HEREON, BATE D ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AND SUBJECT TO COMMENTS LETTER OF -TAIL BY 1/4%. l'—O" 12682 GATEWAY DR 00-S-161 w SL a. 6 cs ._J O 20 c4.22 1-11‹ N)"Z a;FJcr u�y �'�T. c"I C ii: __ "n2 C' G)emus V 1:::: i 1..."' .si (A w1 ca "1!In,I w.1 �Ca - v :.$•Y cc Alm 0 21r 61 -"A o cr. P 1t HYDRAULIC REMOTE AREA *2 (ORDINARY HAZARD GROUP ID THIS SYSTEM DESiONED TO DISCHARGE 0 20 C_;.P.M. OVER THE HYDRAULIC MOST REMOTE 2500 'SC) FT. WHEN SUPPLIED WITH WATER AT THE CITY c orm. AT A RATE OF 1187.8 GP.M AT 81.1 P2.:, I. INSIDE HOSE ALLOWANCE.. 500 G.P.M. OUTSIDE 110E ALLOWANCE: 500 G.P,M. 1 msP(cTores TEST $ 4-10 il ILI (7; 1 1, , II) 4 - I-71: , 5 • lo 11 ri.". . , '-‘?''' •' '41 3 4 - 9 IH'(1-10 71) 2 "7 17, r• 1 1 1 1 1 r., 2 To ) -16 2-10 2-10 2- I0 L.. 1 10 -110 9-10 1 0 - 9-10 IF)) 7 10 2 7-10 7- 10 67 HYDRAULIC REMOTE AREA *1 (ORDINARY HAZARD GROUP I) THIS SYSTEM DESIGNED TO DISCHA.RGE 0,15 G,P,M OVER THE HYDRAULIC MOST REMOTE 2500 SO. FT WHEN SUPPLIED WITH WATER AT THE CITY CONN. AT A RATE OF 1297.7 G.P.M. AT 92.,1P.S.I. INSIDE HOSE ALLOWANCE: 500 G.P.M. OUTSIDE HOSE ALLOWANCE; 500 G.P.M. 2" FLUSH (174)? CONNECTION *Lel 21-0 10 2 •)•-q)) 0-10 - 1 5-10 3-1 1 6-7 r.. PI LD •41_D 4 2 . 9-10 (4' 7-10 06 4) 9-10 1 4,16 (5 9-10 9-10 ' 2 El/ 4 54 5-10 3-1 28 9-, HH 0 Nalluamiimemaik lgivdt"*Hol 31 Ft•tte(0 ••-"" 1,Th -74 9 -L0 C.j., 0 FIELD N- LD 2 9-10 1-1 4 1 \ • " trr 6-7 55 24 4 0) I Ira, 0 7 9-10 BATTERYIROOM 2 9-10 9-10 stt: 1 (01 9-10 2 9-10 9-10 •-) 9-10 -(0) Z7. 9 10 ;IF 10 1 ' 1 )110 • 2. 7 -ID •:;5' 7-10 ?-10 9-10 1 • 9-- 10 4) 9• 10 9-10 9-110 ts, ' or): 1-I 9-10 9-10 9-10 41 ,L„)) L. 'l. •••••••• 5-0 FiCi 21/10 ••I. ZONE OF INFLUENCE #3 (EU 1,Ack.CACL1 I, • CO. 11 —r , z 23) —0" <-*(7---- ,L) 0 91410 9. 0 910 • 1-0 3-) ,34'o 0-03 1 9-.10 d• '2 9-10 9-117 9-10 -40 3,1f5) (5) 0_1.0 9-10 44clittt ••-......••••dr. !arc Imoirri)41 --••••••••••••1' 111)1k144111, •••••••-..****re-1191614 9 l0 I. • • 1 orrol, .----*-4pmcimmusitri .---•wrimr, 2" FLU SH CONNECTION c:t tr- d'vr I 1.. rtr 40,41, all ----4t.r lialltil .:4,---4.04-wikt,fivil .-40., -41idastel_ -,-........)•rr., .. hilurryS --"L"...1"ideir,t1 :14401111111.77""r ..1` r-, 1 1 1 i 0 I ; ,,, 1 4.. 0-'t - ...../6). 9-10 1 10 0 -ID 9-10 4-10 ' k (••::,') r. 9-ti10 1 9-10 ° Ii ,11 , I 1 I$ 41' '111411141110111 -^"... . .„,',.,,YAIIIkelt.l... -."4"..ur-lii441arlf --*"""r/linlarrAtti' ...- . ... .7 I 2 (c_74-6 9-10 -1100 1 9-10 +' • (.) Agri:JET— 1-0 7111 • 1. 0.4 I 8-7 1:1 1,4 4 8-7 "*".""wv:74.40MI! "dirlern , - ' — FL. :1A1111.1itla .11ILIN4Stdtl1 1 2 „7.1 9-10 Amide lull 9-10 65 2 6-74. -7 • 21-0 if • 4."1'i 9-1J 9 -ID 'TT a.`1,4___ IC, r.`., 2 C 4 0.1 0 10 2-7 4-1 '• 0 0 6-1 Cs! 2 4-1 6-1 0-10 • (.1 1HN EOL,F, k§) -101 10-5 2 7-10 7-1 2 7-101 4) 7-10 T. 1LL 7-11 7-101 L1 • •%, ,.,,.......,.........imi„,,,ta.„ir • „.::,sitt3 7 ,C, OA 1' • t .... 0 9-10 1 4,1 ,) 1 - (f- 9-10 cf ell/111111111MIII 1111111111111111111111 '1.11111) .110" 9-10 TELCOMMUNIC (3) (:;•:•), .9. ICI 1 9-10 9-10 2 9-10 91110 1 010 9-10 1-11 (�, 1 a-.., 9-10 et, 0:7 0- 7_ 9-10 .4 5-10 REDkJCER f TV. ....... 1 el 0- 9-10 art000,,a. 111 9--I0 1 1-10 ruiii1erewee—:I...:141•1111,1a1••1 2 2 i,€)1 9-10 6-7 18011111111 ZONE OF INFLUENCE #2 IEQ1•14,1C;E CALCI 0 9-10 9-10 9-10 F IF LD *XL 6-74. 9 10 9-10 1,0 2 9-10 1 3-1 9410 9-10 9-10 .44 3-1 11118118111111111181 118118810•1818 11111111111MONN mormerumi I raimmer• ronwarri ammisorre 3-1 1.51•44.**••••••24wwww..L.5* 11 0 4. 9 10 (04 9-10 • 11 2 7-10 H 7-10 O-'1 roTuRE OUTLET 0 9 9-10 VIM 2 9-10 2 9-10 '7 1 's 2 6-7 FIELD "0 .1 • 6-7 9-10 (1, 9 3-1 6-7 -71 (L) 9-10 2 9-10 f0, F INFLUENCE #1 (E0 BRACE ck.c.:i 91410 9110 2 3, it 3-1 —I 91'10 --6x4 RED..ICER'`,„oln '',.. Juip... ..•,,,,,,.. ............ ........ ...... ,N .4, .... . .. ..... TURF OU TL T -4c- 9-10 • 9 10 4 -ID 9-10 9-10 9-10 • , 1 1 ...... 1 ,41)................);:-..........."0"....rti.....•• 9-10 , 6-7 3-1 9-10 emurreme arememor 9-10 tly 9-10 9-10 9-10 t;r;.• 1 • 1 (7,:o 4 " 9-10 9-10 9-10 9-10 7-10 10 - • •4 tettererneerit 21-0 14 17 ,A1-141 ' • ± 1 l'Cl4 WF),9 iir't 311 11 tit 10610 R11 „cc, I 4, 5 — 0 // ' 50' tr- 50'—O" F.0 IP4--s Li 1 — 6" ' Z. 25, C) 21-0 P. ‘,4 CI loe 111 21-0 9-10 9-10 FIELD (1)1.41),1c) 121-0 44. • ‘-4) 1'0 11 sismonew +11 21-0 A - 2 25'—O" 25'—O" 1111111111111•1111.111 50'-10" A-2 7,, 25'-0" / \ <4.5> • S \ K LER PP\ LA\ 1/8".• 14-0" 200'--O" /\ /\ \ \ ‹. 8 > \ CN C\J L.) 0 41, CN CY') CN ' • • c• ") C\si 0 < H > \ <B> \ ot,(cw0 a/frt) pyt. ixt6,1J\ ptcrY e ibro606,*. 946i.e eN-if ec Re /1.s res vu(-- '4$ (vskAt'o. Vt4'.c,CpP C Ocapt;et,ts s4o cv ipe IV ode Of /e2.- //,,d, oeva4;1 11/ °A' I a S40 ti -n rY\ dratv,yi OTES: LINE HANGERS: #4A W/ 2'-O" ATR TYP. LINE PIPE TO BE 21-7 1/2" BOD TYP. SPRIGS FOR SSU'S ARE 1x0'-10 1/2" TYP. iNousTRAL Risk iNsuficRvsy; HEREON, *LETTER OF DATE BY ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AN SUBJECT TO COMMENTS HANGER LEGEND #1 —KW% BOLT, ROD & RING 42—C—CLAMP. ROD & RNC #3—POWDER STUD, ROD & RING 14—ANGLE CUP, ROD & RING 15—CCNC.TNS, ROD & RING /6—EYE SOCKET, ROD & RING 17—COACH SCREW, ROD & RING 43—CEIUNG FLANGE, ROD & RING 49— #10— #11— Cr r'. TOT. SPRK'S THIS SHT. 257 x Y...). z LI gs 6 < L4- a, „.; I -- z - --, a. 1...1LJ - MODEL I SPRINKLER; PELIABLE 0 z 5•R IJ.) --; Ul 47) REVISIONS - LOCATE BY GRID COORDINATES ' 1 8 . .... '... >-- co L.,.., i—. 4111C4411E401E410 ti . .. 1 1 g i ' • , , ' Ad , , t ,„ , • - 1 It ••,••••, , :VV 1 -11 -(ACI ION SYS. + WET SYSTEM MOD- ((im -11(.3r0 (-4 OS) A--4 k4 DATE: 4.10_00 111- 4-44 4 2, t- :2 '-'-'2' U! e 4 9 F.: . '- ..,:i )••• C.3 I 0 L'i r•15. 4P (4) :•••Z 4". 4 ' ', , C.) g. 41 ft' . ..,....- I_WORI ct . , • ..C2 .4.- Job I WC082g DRAWING NO. cv 1I CV ......I V, ' L", '4p+ • • ..f WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 96121 2190 .2 F SHEET SUBJECT BLit /N 1 A /-7A-So ti 1z-1(o19g(4, as meeting requirements The attached plans have been approvedrevisions or for classification as a sprinkleredor is The qualify the protection for im- provedadditions to the design sshown information shown on these plans: rates based uponadequate heat Classification as sprinklered is subject toequipment. of in all areas containing wet pipe sprinkler Ittird {KNIP, I3RANC1-1 LIME----_.�.- L .. -' As meeting reguiremente of thinplans as however, system changes aditions rates as Acceptancemmeapplies theo ttaches sheet(s)ubt wan result in improved d Installation subject to inspection for final acceptancan thereon. s✓�sha$ Ave -- All a c- v� -ryas / ^� are to effect comments <,i,urov'ns and acceptances ��H n th rae rates. Thwhether enotd affect of v, , , In a++Y y s.tblo hahiof for Personfl be care" ha, .sy5�,,red with nxipett to pu that hazards which onfl ha. 1 " r mil Infury or darn"u ;r,' to pope/. It Is — _ rasuit in loss still ex13t 1 r 40' ELL II it • „no„.t, a ,I,, , ZIL rCEILIN1G '''-- --•'—RECESSE PEN, HEAD (CI.4ROME) PENDENT DETAIL �nr,Y,S. 6 � + .i, t.t-w.==,„ ,son,.lsa's+w .=—.�zw.arr. ,T,�sr'; ,.'a'4rw-�:.•..w°"'*,r + I I' l I i �-+,.. t i'I t 1ii l'il;`,,11(1}:4 I , ^' i ' �4'11 �I� 11 1 1 Ili u e "4 7-10 I 7.10' 10 1 i '7.r1 ! 7-fQ I '11141' 1 ...—.. k_ .r... ,tPtci 7:r4- F'I),ST FLOOR , HA AUX DRAIN GER NOTES: • • NOTE: — ..,, ,. ..,.. i ADO i" 1(056 SSU CP WALL w f 3Ki MEMTEE FIAEDS I1,1 BLIND SPACE TO f5E CHANGED -1.0 LLL' 30 r 5.- ADD NEW, - mk HOSE RACK" i9 .,.. A , rV tl4, - „ 1 , Vme It I J Sr TIE-IN w/lex I14 MECN TEE EXISTIIICI Co" PIPE, , 6 rAt 3.82 1 -la O • ~ IL_., i0 { etAr 11- 10 , I z}. 3-t0k ' • I 9 Oro K c OJ 104. M.•w .r- M 014.40. 7.10 +, 114 1 ....c..4,014•,,,,,,..0.1.1Iy I1C7 q tic) 110' +1 1.1';' , If h`f ct I 4r 1 Y CIN N x M Ifs' d1 .g1 11_i.) , ''f 3-k , 14 1440 , 4969 iira,T0607,1=0.17.:i 00.44 ,33 2. PANG LINE, UNDER WIEZZ w/ I BEAM CLAMP KING , SIDE BE UPPER FLOOR w/U-1-100KS •G BEAMS !VA SRACKE.T., ROD RIK16 AT INT ER• • • 44444 HO III, SECOND FLOOR EXISITING MAIN 4.4 flti" EXISTING 1-10SE RACK (71 TO REM A IN • o 11 a ie it{ 04, 14,3 ACCEPTED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of , Tukwila Fire Dept. Additions, deletions' or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: t*.- CITY OF TUKWILA 575-4407 Tilt DEPIITIEll II If itIIII II IIITELIIIE IIIIIM ,TE 1, llegervertei Vises% Inv tin 3; i tinder meg Milne ' I li°11111t FIR D 41 ro it „t trt 941 • It 9 11 '41 41, 1414 14 ti 9 It 7 Pr 4 It • • o 1.14 I ON 311 110 It rod t3 14 vot 4la .t I IV aistSar a,' 1,4433 tf al IUKWILA FIRE DEPARTMENT '" 'Please call:, 575-4407 wi and give this job and exaqt address, fOr,shut-,. down or restoration approval.' po CEIV tt 4 ,134 ,44 11419 14104 tr 111 HYDRAULIC INFORMATION G.P.M. OVER THE HYDRAULI SO. FT. WHEN SUPP ITH AT A RATE OF -t GENERAL NOTES E BASE OF RISER OU i HOSE INSIDE HOSE_ F!ACK SPR INSTALLATION TO CONFORM TO N F P.A. # AND W,5 R'S• .,CITY OF TUKWILA 2) ALL MATERIALS NEW AND U. L.. APPROVED 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD - 4) PAINTING OF PIPE NOT IN CONTRACT, 5) ELECTRICAL WIRING NOT IN CONTRACT, 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG # 401 POLISHED ALUM CANOPY, U.N 0. #1 #2 #3 #4 #5 #6 #7 #8 #9 HANGER LEGEND - EXP, SHELL ROD & RING C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CUP, ROD & RING - L -ROD & RING - COACH SCREW, ROD & RING • U HOOK SPRINKLER HEAD SYMBOLS 0 - UPRIGHT ON 1" SPRIG UP ® PENDENT ON LINE 0 - PENDENT ON 1" DROP - UPRIGHT & PENDENT DROP UP,R1GHT SPRIG & PENDENT DROP SIDEWALL DRY SIDEWALL 4Ititt - DRY PENDENT DROP ALARM: EXIST IN6 SPRINKLERS ORIF. REVISIONS 1,1,' TYPE DEGREE FINISH OTY 7(0 el UPR PEN . 165 1 45 BRASS NOR o „ " PR:0qt 1, But i.,D046,#2 '!-GATEWAY CEKITEX 1.4 '1FIIANGLEFIRE'PROTECti TOTAL SPRINKLERS CONTRACT WITH: SSG. • WA. STATE CONT. LIC. NO. SCALE 12682 GATEWAY DR 86-S-213 DATE 1Z 8 kt o 14; ta tiat ta „ 9941 tta 91, Ilpf 14 t aa 4,d S4 !q" ' • A A • ROOF K•30 tP,IULA°T I!•) N SUSPEPs OE0 CEILING LOOS/ 1 l4 ' BEAM FLOOR SLAB PLA\ E WASHINGTON SURVEYING & RATING BUREAU SEATTLE, WASH. PEC 16196C As meeting requirements of this Bureau for classification As sprmtonied, * , 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 ,. ' Installation subject to inspection for final acceptance ', All commends, approvals and acceptance;, relate ' exclusively to relauvr Met of various condition; upon fire lusuran,e rntrs. They are not to,' be construed as bearing in airy way upon°the pun -tinpt'of whether "dus, v 4 ;'C • care" has be,s, exercise) with rryspect to possible lintility'for personal i,:'., ,,�' Injury or damage to profwrty,,,ft Is recognized that hazards which mw result in loss E�still exist, "` • HYDRAULIC INFORMATION TSTA P.S.I. RESIDUAL P.S.I. FLOWIN M THIS SYSTEM DESIGIa 0 DELIVF,.W---"f G.P.M. OVER THE HYDRAULI MOTE '� SQ. FT, WHEN SUPP ITH WATE' ATA RATE OF G.P.M. AT THE BASE OF RISER P.S.I. GENERAL NOTES HANGER LEGEND 1) INSTALLATION TO CONFORM TO N.F.P.A. # 13 AND W5.iR.G. C.ITy OF TUI<WILA. 2) ALL MATERIALS NEW AND U. L L. APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD- ANCE WITH A.W.S. D-10.9. 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY, U.N.O. #1 #2 #3 #4 #5 #6 #7 #8 #9 - EXP. SHELL, ROD & RING - C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD & RING - L -ROD & RING - EYEROD & RING - COACH SCREW, ROD & RING - CEIL. FLG,, ROD & RING -U HOOK SPRINKLER HEAD SYMBOLS ALARM: REVISIONSI 0 - UPRIGHT ON LINE O - UPRIGHT ON 1 SPRIG UP (� - PENDENT ON LINE Q - PENDENT ON 1" DROP - UPRIGHT & PENDENT DROP UPRIGHT SPRIG & PENDENT DROP - SIDEWALL • DRY SIDEWALL ® '• DRY PENDENT DROP SPRINKLERS DEGREE FINISH TUK'W I EAI,A TRIANGLE FIRE PROTECTION P.O, BOX 264 WOODINVILLE, WA 98072 '527.5211 483-5211 TOTAL SPRINKLERS SEE SHEET a OF CONTRACT WITH: WA. STATE CONT. LIC. NO. TR - IA - NF = P2740P fl I p rr„ •w.,� yl�I�y TME COMPLETE LINE/ 100839 I -I t, N G TO L'r STIFF I" AfJX, ORA1N L' ,pq� �� ��% •qo4ANG MAIN ISIS AgE/ w/EYE ROD, COUP,, ROC! E RING. U/ NG RU 1 MAN t0.0 FF,Q; ,.% j . r < SEE 2"FL P!PINCi PLAN 15-r, FOR (O ,f 1;11.1ATION 1 rt 1,..„„4.. LII; iI r ,M11 ) 1 t .,I • LSO i ' �•�.n.-81I 1.414 1111111111 NT r• A,,.L DRC" C i c•' tv C LOOK ." ) L.G. ALL DROPS .7 r I' OOP, TO E ALL DROPS IN WAZEPOL151E "',REA TO i I-10 w/ 1 x. t 1 I L.., , r # ) 1,4..1 1 L4 T. i,.?, I y 17114 I 17 -Ila i..5-'.11:) NZ:11 I"oar', V.ti '� 1 its, � i � ,,:';l1 Lis l»�Kri il=, 11 I '',;1r1 y,� a -...-.„;:-.=:-t,......7.,-7.-..., r� +•w.. w. wW L w,w i/" 1 ‘,,I,,,..., ,v I, O C 1 -� t., 'ti tilt L4. 0 -1 4 I i �/' '. t+ f i I i I ,t1) 1 . IY 'I I ,I , 1 14 I I I. , J y , 1 ` 1 t ' '^,,", II J - f. i I »I 1 r.+....y ! 1 9 + y f i ; I I 1 i w 6 ` X D~ n;1N fiJ T FLOOR NGER N1OT ROD R NG) AT IINITER. HANGER.. HANG LH ES UNDER NIEZZ TJ I BEAM CLAMP (To Bo TOM CORO' FV.1. 130-1 EYEZOD I ZING ZIDE BEAPA FRA(KE.T) ROD RING AT INTER, 144A,ICAri t BRANCH LINES'. NOTE: 1AEDS 01 BLIND SPACE 1iAMG :f) , l _.. r I i-Q8}p, 3M{+ -(.o U r TC G--4, ADD169.5° ° C C WALL (( Iz"I-10SE RACK SEE I4'r FL, APING PLANg- '-``-' FOR C0NTlNUATION Tts 1= -s WHITE MAIN II0)a��fi L,.C II � r• 1- 10 44A001 0.10441146 r04.40-- 3 I I ~ f -84 z ,-rolr 1t I 7-1C.? -�- Lilt . j - N -i l-- 4 �Ho r .6 1-10 11 _I (1 ,ter J1 1.ykr"�I w- Cq» Ir.) FLUE 1.4 7--)O fj r -z. tl 4444.4 4411004010444 „ + c I'4 4 (.°)--7Y1 Efel' t Vi 11 .f 1-8�b • l ,,,�_a.. r •..:r(,} 01-10 3 L'J E I L to io 1.4 1/4 AAr 14, .--- ._._ P.S.I. HYDRAULIC INFORMATION RESIDU4 P.S.I. 3*Z11`, p'f,+ rcla-c —ark GENERAL NOTES HANGER LEGEND 0 1. >< 1 TEE -----.--.� 1.0-2 NIP. BRANCH LINE F' PEN. N UPRIGHT P0S)TL)N I" qo' ELI CEI LING --_ RECESSED PEN.HEAD (CNUOME) UI RIGH... PEI\.Vi•..,tvy4.- I N/(ow 3 MECN EXISTING (a MAII1/4,1 TEE SPRINKLER HEAD SYMBOLS MAI NI, ALARM: EXIST ING 0 TO REte,AIN • EXISTING NOSE RACK TO EE KELOCATED THIS SYSTEM DESIG 0 DELIVER-'-- G.P.M. OVER THE HYDRAULI OTE SO. FT. WHEN SUPP ITH WATE THE BASE OF RISER OU HOSE INSIDE HOSE RACK SPR 1) INSTALLATION TO CONFORM TO N.F.P.A. # AND W5 R 3. CITY OF TUKWILA . 2) ALL MATERIALS NEW AND U. L. APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD - 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY, U.N.O. #3 #4 #5 #7 #8 - EXP. SHELL, ROD & RING - C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD & RING L -ROD & RING - EYEROD & RING - COACH SCREW, ROD & RING - CEIL. FLG., ROD & RING 0 1 UPRIGHT ON LINE 0 UPRIGHT ON 1" SPRIG UP PENDENT ON LINE PENDENT ON 1" DROP r UPRIGHT & PENDENT DROP - UPRIGHT SPRIG & PENDENT DROP 40. DRY PENDENT DROP SPRINKLERS ORIF. ASCOA 0 A SC OA TYPE UPR /PEN DEGREE 5. 1(05 FINISH CHRCME KASS QTY 41444004,411.0. - • WORK TO BE PERFORMED THIS AREA REVIS IONS E TOTAL SPRINKLERS CONTRACT WITH: jos e6to -Z1.3 F3; f p J.,„0 a AN 8/8 7 el/ 1°6) 494, WA. STATE CONT. LIC. NO. TRIANGLE FIRE PROTECTIO P.O. BOX 264 WOODINVILLE, WA 98072 527-5211 483-5211 BY: PARPTT • •