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HomeMy WebLinkAboutPP - 14550 INTERURBAN AVE S - INTERURBAN OFFICE BLDG A - PERMITS AND PLANS14550 INTERURBAN AVE S ASSOCIATED PERMITS EL15-0417 D11-244 D11-060 15-S-021 14-S-193 15-F-187 14-F-130 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ,perrt /y-5'- /13 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:1 ,,, (_ / ,‘,:u 0 AP-em,-3-cs- Type o Inspection: Address: " J.if Suite#: /465?? ej/b, A -- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK To c.„ 0 -J2(4_ IQ's �� ius Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c---9 Date: 3/go)/ Hrs.: I $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 3/14/14 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 fr Project: ( ,W-611 ur b O -U /tizt1 eb-)e Typof Inspe ion: . r c rYt ry 4'1 -- --Address: Address: Suite #: / Lt silo :1---P—S Contact Person: Special Instructions: Occupancy Type: Phone No.: Pc. pproved per applicable codes. Corrections required prior to approval. COMMENTS: c:(c, ZAAA-e., Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j4 $ Date: '/ / S� Hrs.: 1 $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,..T -AA r (-'r bA-k) 0-K, C.C- (,c A -.etto Type of Inspection: Hood & Duct: , �- / S .� ,✓. Address: i 1,15-5-0S SSS Suite #: It ,pc ' J Contact Person: Special Instructions: Phone No.: 1XApproved per applicable codes. Corrections required prior to approval. COMMENTS: se V-% N.PIL -- o k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ik 5-)-- Date :%�,�,5---- Hrs.: $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 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit e ^h^ CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 PERMIT NUMBERS Project: U1/4) / Fire Alarm: Type of�; a eio^n ,r__ t\S Address:__ Suite #: _I , %A.4\1,,;\ k Contact Person: Special Instructions: /`tT o JAs Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04 -to Gbi(Or 11&, C:�tiu 400 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:— Z.-- S3 Date: f'I°WGr Firs.: f. --b / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1‘1-5- )93 ©kO PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: :73;4f c prorelovecedivD Type Inspection: Address: Suite #: iVcr0 R. Conta Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. /72/11f/"0 — polls Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: //Akk Date: ZgrAii Hrs.: ._ 6 ,/ / $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 3/14/14 T.F.D. Form F.P. 113 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal ttukwilawa.goy 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 5 1 L/ - 15 Permit # EI -15 -61117 Property Address /'.sso 14„e Suite # 3Pi ,4 Cite TUKWILA Zip Code 4'SI 5 Name of Facility Occupied as Owner or Representative L V v i c, 5 e&.1t * Installing Compam Installing Contractor's Address I? 0. Sox .1-3&''s Phone = 3(00 - Lia 1" (937,0 Cite -y Installer's Name (PRINT) 1 ; License and 'or Certificate gedr.'0_ gir5" &of General Contractor 4-1,1„,+.1- Electrical k,1„ -Electrical Contractor O&s-e,1 Cle rd� Phone # w 354( mss FRCP Equipment Manufacturer Siten, t" �t,t1 Model 4 55$4Q' This s.y stem 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 all that apply: AC NFPA 72. Chapter 1 2 4 5 6 7 and -or IFC SEC 907 Oc NFPA 70. National Electrical Code. Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila Citi Ordinance Numbers 2050. 2051 [L Central Station M[onitor4kent &sae, S}stem is monitored by 4&s ad/a SIGNED Date Sv stem Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors 1 -feat Detectors Duct Detectors A'V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of of of of of of of of of J_ofL__ Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Readings Battery Full Load Charge Generator of 11V AC Controls of Fire Alarm Dialer t of I Monitored by 46. ,-Annunciator Make/Model Make/Model Make/Model S — 77$8 F of Make'Model Sprinkler System. (Fire Alarm connections only) Water Flow SV , Vallee Tamper Sw. I'IV Flee. ,Harm Bell of !Make"Model of Make'Mlodel of Make'Model of iMtake,'Model Automatic time Delay of Nater Flow Alarm seconds. None Installed Do you meet audible'v isible requirements of \VAC 51-20. IFC SEC 907„ and. or NFPA 72 Chapter 6? Yes No Test of alarm Sy stem on emergency power, satisfactory? Yes _ No I est Witnessed by Title Date ('omments: s>;94".. Z11di a 4- pn.erAnsieg Sy ase" liieed.P dk See -m..4,17 Mar po./Ars tee % 4 r. Inde Fire Alarm Certiticate.doc RCN iced: 6: 17 14 TPD FP Form 4110 New Addresses Page 1 of 1 New Addresses Don Tomaso Sent: Tuesday, September 06, 2011 6:15 PM To: Brenda Holt Cc: Norita Deckard Brenda, Here are the addresses for the new warehouses on Interurban Ave S. DI 1-060, 14550 Interurban Ave S. ,3( , D11-061, 14590 Interurban Ave S. — /6/ /13 D11-242, 14570 Interurban Ave S. —64 C DI1-243, 14520 Interurban Ave S.— D11-244, .—DI1-244, 14510 Interurban Ave S.-64/ 4 L I did not receive a final for the short plat that created the separate parcels and King County does not have the web site updated for this location. If you can send me a copy down of the Sanft short plat down I can work on that end of it. Thanks Don https://webmail.tukwilawa.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAADPDDh7m2HJS... 9/7/2011 Addresses for Interurban Offices & Warehouses 14510 —14590 Interurban Ave S 0 i _AMS-1EliS' LOCALV63 / /y-/5 /Y.''S' -i/ 3o 2.5 25 2.5 -2.5 2_5 25 - -kl - 21 2.5 As ON MBUSTIBLE PEv7NFPA 13, 6.15.1.2.2 12'-0' 11,-9' 1.5' DRA N SPRINKLER PLAN - ABOVE MEZZ L? b SCALE 1/4'=1'-0' ® Without Comments ►� As Noted in Red Per The Attached Letter t ;e plans have been reviewed by The Tukwila Fire ntion Bureau for conformance with current City • Ildards. Acceptance is subject to errors and ::,cions which do not authorize violations of adopted Garda and ordinances. The responsibility for the l i,,quacy of design t',e.sts totally with the designer. oltions, deletion {>r revisions to these drawings after iF date will void this, acceptance and will require a ..?.submittal of revised drawings for subsequent approval. it ai acceptance is subject to field test and inspection by •(')e Tukwila Fire Prevention Bureau. Date: 2--�`� -t C By: -@ Uim'Wmuli FIRE NEPA'. least; call 206-575-4107 and pie this Fire Permit No. S S-o�.ti =rid exact a dcl: ss for shut- .,..own hut.town or r stoation approval. fT Q 4 0 ROOF DECK 3 -PLY BUILT UP ROOF W/CAP SHEET, PROTECTION BOARD, R- 30 RIGID INSULATION, AND CORRUGATED METAL DECKING z 0 PIPE SIZE SCHEDULE WALL THICKNESS 30i13oK\��'...... I 412 �6 9Q/X30K rNIMIr".401. 301'18K/--113'1Z\81 1 '•iI MT 0.133 I 2- ml I MT n,5 18K if v -2.B .- --t--/ COLUMN -"10^-1g I COLUMN .5 2804N0.2K WAREHOUSE i�ir; Iv 2.5 _ , (1., OFFICE J I °A WALL THICKNESS PER NFPA # 13 L n 1 ,'2"ACT . I ' -7 II I v I I M 1I11,2" 5 ACT 0 ', - •�] III IC -IF` --__-.4-..._-- • - 2.5 ;-- IIv ..5 I _ 11 I w1ze6 I 16.-TJI360(°j 1B'0�.--__- -a I _`I! 1 4_1_,"'AAA STAIRS ---J ��5------\----5 -__ __- T'-- - ' `` II- • - ----------- - ------t: 4'-5.5' 1 I \ f L LSL3ex16 ,_ - - �- 1 -1 1 ,'-2" ACl ��____ MT I F: -__- o s -7 § OEFLC�--- S -� -- r I _ _-__--_- _ _7__-- + 11'.2. ACT II/ fi- IP"( S II 18.141380 _ -,4'%-1� - i'e- 71L - 1I � 1 MT I 6: er1 I 1 h26'-0' poi ---=---1; -V- / - MT}11i .I ..-__-•1 I AFF ILA VAT ^N ^ °i 5x54 1r /, 1 Mr y - =k5 -2.15 2�T tIT II 414x22 As ON MBUSTIBLE PEv7NFPA 13, 6.15.1.2.2 12'-0' 11,-9' 1.5' DRA N SPRINKLER PLAN - ABOVE MEZZ L? b SCALE 1/4'=1'-0' ® Without Comments ►� As Noted in Red Per The Attached Letter t ;e plans have been reviewed by The Tukwila Fire ntion Bureau for conformance with current City • Ildards. Acceptance is subject to errors and ::,cions which do not authorize violations of adopted Garda and ordinances. The responsibility for the l i,,quacy of design t',e.sts totally with the designer. oltions, deletion {>r revisions to these drawings after iF date will void this, acceptance and will require a ..?.submittal of revised drawings for subsequent approval. it ai acceptance is subject to field test and inspection by •(')e Tukwila Fire Prevention Bureau. Date: 2--�`� -t C By: -@ Uim'Wmuli FIRE NEPA'. least; call 206-575-4107 and pie this Fire Permit No. S S-o�.ti =rid exact a dcl: ss for shut- .,..own hut.town or r stoation approval. fT Q 4 0 ROOF DECK 3 -PLY BUILT UP ROOF W/CAP SHEET, PROTECTION BOARD, R- 30 RIGID INSULATION, AND CORRUGATED METAL DECKING z 0 SPRINKLER PLAN - BELOW MEZZ sc) 12 0 4 8 SCALE 1/4'=1'-0' Lj1.'lL ll"/Y./\/130K�\/'��%�%�30f(/�' PIPE SIZE SCHEDULE WALL THICKNESS 30i13oK\��'...... END PREP TYPES ALLOWED 9Q/X30K rNIMIr".401. 301'18K/--113'1Z\81 1 40 0.133 h. .. ,. ,. 18K 0.044 CONCRETE WALL MECH. ROOM 28G4N8.2K '� COLUMN ` V WAREHOUSE COLUMN 28G4N8.2K WAREHOUSE COLUMN /-8' SLAB ON GRADE 2804N0.2K WAREHOUSE COLUMN % , (1., OFFICE J °A WALL THICKNESS PER NFPA # 13 L n - I . 1 u -7 I -___ S I F § \ b___ O/, S 16.-TJI360(°j 1B'0�.--__- -a I _`I! 1 4_1_,"'AAA -__ TAIRS STAIRS- ---J ��5------\----5 -__ __- T'-- - ' --- - ----------- - ------t: 4'-5.5' _ LSL3ex16 ,_ - - �- 1 -1 L. --I- I---- 4-- 1 ,'-2" ACl \ �_- I -__- o s -7 § OEFLC�--- S -� -- r __ _-__--_- _ _7__-- + II/ fi- IP"( S II 18.141380 _ Rai @ 16' O.C1 - --I S ,.o iI' --'I - -III -- ---=---1; HSS 12,54 i1_ 1.5' DRAIN P P NAS ON COMBUSTIBLE NFPAPA 13, 8.15.1.2.2 SPRINKLER PLAN - BELOW MEZZ sc) 12 0 4 8 SCALE 1/4'=1'-0' Lj1.'lL ll"/Y./\/130K�\/'��%�%�30f(/�' PIPE SIZE SCHEDULE WALL THICKNESS 30i13oK\��'...... END PREP TYPES ALLOWED 9Q/X30K rNIMIr".401. 301'18K/--113'1Z\81 1 40 0.133 h. .. ,. ,. 18K 0.044 CONCRETE WALL MECH. ROOM 28G4N8.2K '� COLUMN ` V WAREHOUSE COLUMN 28G4N8.2K WAREHOUSE COLUMN /-8' SLAB ON GRADE 2804N0.2K WAREHOUSE COLUMN % , I.-.16'TJI OFFICE J BUILDING SECTION FACING EAST N.T.S. EL +40'-0' MEZZ FIN. FLFL Et FIL.F ropy STRAP EXISTING BRANCH UNE 48' EASY FLEX ACT CEIUNG REC. SSP FLEX DETAIL A GST -20 SAMMY WOOD HANGER SW ID AREA MAP NTS 0- FITTER/LISTER NOTES 1. ALL DROPS ARE TO BE PER FLEX DETAIL "A" WITH 48" EASYFLEX U.N.O. 2. ALL HANGERS ARE TO BE PER DETAIL "SW" U.N.O. 3. SEND 10 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. ALL SPRINKLERS TO BE CENTERED IN 21 DIRECTION ONLY OF 2' x 4' TILES 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WBDHr of WATER/PIPE CAPAd1Y IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROU. GROOVED, PLAN END, POLLSHED 2.05 0.044 °A WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1, ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE, 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2040 AND THE CITY OF TUKWILA o t3 EXISTING CRITERIA: HIGH PILED STORAGE NEW DESIGN CRITERIA: OCCUPANCY - LIGHT HAZARD CLASSIFICATION TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. 4 RISER ROOM ze) SITE PLAN AREA OF WORK NTS !CAUTION! 50% REDUCED PRINTS PAID FEB 12 2015 TUKWILA FIRE 7- f3/ '#.2/P� A BBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF BOB BOD BOJ BOP BOT CTB FO IFOW OFOW NOS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PU1UN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED 01NERWLSE 1z BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG 4 5 MT R P (E) NEW 3/4' PLUG NEW 1/2' PWG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE - - - - - - EXISTING SPRINKLER PIPE - - - - - - EXISTING SPRINKLER MAIN NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND MAKE TYPE LEN NIPPLE BRKT SCRW ONTY 5YM MANUFACTURER S.I.N. TYPE MODEL NO. DATE BY REASON FOR REVISION EASY FM -BRAID 48' 1/2' ACT NA # EXISTING EASY EASY FM -BRAID FM -BRAID 60" 1/2" 72" 1/2" ACT ACT NA NA UNCHANGED UNCHANGED SSU ESFR JL -17 BRZ BRZ 5.8K 1/2" 155° 3/4' 165° EASY FM -BRAID 48' 1/2" GWB TEK EASY EASY FM -BRAID FM -BRAID 60' 1/2' 72" 80°x1/2' GWB 4'BAR TEK TEK EASY FM -BRAID 48' 90.X1/2' GWB WDS NEW BRACKET LEGEND: 0 I I EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL NEW LOW WALL _ _ . NEW SOFFIT WALL r///////////1 )xxxxxxxxY XX ( ACT = STANDARD OGSB BRACKET 0 REUABLE RELIABLE RA1414 SSP F1FR56 BRZ 1/2" 1/2' 155° 16 RA1425 SSU F1FR56 BRZ 1/2' 1/2" 1555° GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4"X1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°x1/2' = 80° NIPPLE 525" LONG 9711/2' = 9' LONG 01/2" EXTENDED NIPPLE TOTAL NEW 17 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELLPHONE: EMAIL : clee@JRABBOTT.com SUPERINTENDENT : TOM RADKE PHONE : 206-473-1649 14550 INTERURBAN AVE S #130 r WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 3604-0607-C Level 3 Smith Fire Sys -ms, Inc. SMITHFS _- 2/9/15 ure Date MI =I =I NI VII In 11111 MMMMMM CERTIFICATE OF COMPEIENCYSTAMP Expires 12/31 15 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1386T Bus: ( 253) 926.1880 FAX: (253) 926 - 2350 INTERURBAN OFFICE WAREHOUSE A - MEZZ TI I`i i51) 99-fNTERURBAN AVENUE SOUTH TUKWILA, WA (30 DESIGNER PROJECT MGR DATE SHEET JOB NO. NICK SCOTT B. COOK 2/9/15 1 OF 1 TC14106 / ,Z10// / 4)y' / / 1 / / / / WET TAP 12' WATER MAIN PER CITY OF TUKWILA / ' / / / / G1 8' DI WATER MAIN _ - - --- - r- 4'-DfWATFWMAIN- BUILDING E UNDER SEPARATE PERMIT mil EXISTING BUILDING SFS START POINT@ RISER LOCATION SEE RISER DETAIL ON THIS SHEET ELECTRIC BELL BY OTHERS BUILDING - A ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire ion Bureau for conformance with current City standards. cceptance is subject to errors and omissions w ich do not authorize solations of adopted standards a d ordinances, The responsibility for the adequacy o design rests totally with the designer. Additions, d •.letions or revisions to these drawings after this date wit void this acceptance and will require a resubmittal revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau.re Date: (1--V " 11 By: 1 FFE = 26'-0' LEVEL 1 OCCUPANCY- 8, 8.1 CONSTRUCTION - V -B PARCEL # - 3385901605, 335001630, 3365901570 SO. FOOTAGE LEVEL1 =35.118 LEVEL2= 838 TOTAL = 38,058 BUILDING A (NEW) 8' DI WATER MAIN 1 6' DI WATER MAIN 8' DI WATER MAIN 6'UTWATERTIAAI WATER MAIN BUILDING D UNDER SEPARATE PERMIT BUILDING C UNDER SEPARATE PERMIT BUILDING B UNDER SEPARATE PERMIT WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST DATASUPPUED BY ELEV. OF FLOW TEST: 26 FEET 120 PSI 20 PSI 5000 GPM 144TH ST. & INTERURBAN AVE. S TUKWILA, WA 5/23/2013 TUKWILA, WATER DEPARTMENT +F56'-0' +26 - SCALE 1' = 30 ROOF DECK 3 -PLY BUILT UP ROOF W/CAP SHEET, PROTECTION BOARD, R- 30 RIGID INSULATION, AND CORRUGATED METAL DECKING INTERURBAN AVENUE SITE PLAN SYMBOLS ---------------- EXISTING UNDERGROUND - NEW UNDERGROUND BY OTHERS NEW FIRE HYDRANT BY OTHERS ELECTRIC BELL BY OTHERS PROPERTY UNE NEW FDC BY OTHERS STREET CENTERLINE E 6 Q Q Q Q Q EL +58'- AFF0' T -gem 30 ren twAT. 30K �� wrerl 90 Mi ��. 30K r...4 � / 30K-...,.�� 'r 30K Ila" 3M11 �1 i 30K �� �'�' 18 `111.401"11,18K\ �'�" "111,46118 /\ A`. .....18K /CONCRETE WALL MECH. ROOM 0.044 28GAN8.21< COLUMN � L L WAREHOUSE COLUMN ! 1 28G4N5.21( WAREHOUSE r� COLUMN ,-6". SLAB ON GRADE 1 1/2 04N8 2K WAREHOUSE COLLU---MN - 18'TJI OFFICE SECTION A-1 FACING EAST N.T.S.' Q/ 2'-0'IFOW FLANGE l SFS START POINT @ 6' SUPPLY FLANGE/ 6' AFF REVIEWED THE FPI CONSORTIUM, INC. X No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date:8/13/2014 See Attached Plan Review Letter ij' 01BIWIy signed by Cad Mdne°n Carl Anderso ?ON:m=C1UMdm°n,1FueR L,natl IeanalCMNI SOOny Ino W,, 0neE,ma314NN70 aUS 0ne: 2014.55.1314.10A1 -OM FLANGE l SFS START POINT 1,41 6' FDC FLANGE/ 6' AFF MECH. ROOM FLANGE LOCATION 0 2 4 SCALE 1/2'=1'-0' HANGER LEGEND E +40.0' M EL +26-0 43 I -FE MAIN ALONG NORTH WALL 24'-10' AFF ,T \ SEE SPRINKLER PLAN ON PAGE2OF3 /--ELECTRIC BELL /7 BY OTHERS MECH.ROOM 4' X 6• (0-6) FLG x GRV SLAB ON GRADE 2 REDUCING COUPLING 4 4 EF 40-10, IGII II -j SFS START POINT 6' SUPPLY_ D.I. BY OTHER RISER DETAIL SFS START POINT 6'x 6' (0.6) FLG11GRV EPDXY COATED 2 SCALE 1/2'=1w1. FACING NORTH H to M o- TUKWILA FIRE DEPARTMENT :'P ase c ii 205-575.1407 and p,,; this Fire Permit No. /`I 5 P� :;3ri r1 r` t.xi.:'rLs)}cpt A1't a ha tw Mutr- -a.iown cw Y \�.',SJtic .on p tov I. A 2,I7 IFOW -r- SLAB ON GRADE 24'-10' AFF to 5..\ .- SEE SPRINKLER PLAN ON PAGE 2 OF 3 "- REDUCING COUPLING g ® N3 MECH. ROOM ELECTRIC BELL BY OTHERS - VIII -I i -III SFS START POINT FDC 6 x 6 (046) FLG x GRV LG EPDXY COATED 6 SUPPLY D.I. BY OTHER SECTION B/1 0 2 4 SCALE 1/2'=1'-0• FACING EAST GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A•795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER/PIPE CAPACITY INOAL1ON9 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.09 0.044 1 1/4 40 0,140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POUSHED 2.82 0.078 1 1/2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT WELDING) 2.63 0.122 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POUSHED, PLAIN EFA (FOR BUTT WELDING) 3.94 0.188 21/2 FLOW PIPE 0.088 2.703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.10 0.298 3 FLOW PIPE 0.093 3.314 POLL GROOVED, PLAIN END (FOR BUTT WELDING) 7.18 0.448 4 FLOW PIPE 0.101 4.298 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 11.03 0.756 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 " 0.134 6.357 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 23.030 1.649 8 '. 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 40.080 2.78 .' WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPUNGS TO BE RIGID TYPE UNLESS NOTED ( 111) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL INSTALL A WET PIPE SPRINKLER SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING. SFS WILL START WORK AT A 6" SUPPLY FLANGE & 6" FDC FLANGE LOCATED IN THE SPRINKLER RISER ROOM BY OTHERS. THE SYSTEM WILL BE INSTALLED PER NFPA 13, 2010 EDITION AND THE CITY OF TUKWILA. CLARIFICATIONS 1. ALL AREAS PROTECTED BY THE WET PIPE SPRINKLER SYSTEM, INCLUDING THE SPRINKLER RISER ROOM, WILL BE MAINTAINED BY OTHERS AT A MINIMUM 40° F TO PREVENT FREEZING. 2. DUE TO STRINGENT SPACING AND OBSTRUCTION REQUIREMENTS OF EFSR SPRINKLES, WE ARE BASING THIS PROPOSAL UPON THE ASSUMPTION THAT THE TRUSSES WILL BE DESIGNED TO ACCOMMODATE THE BRANCHLINES. EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. ALL UNDERGROUND WORK. DESIGN CRITERIA HIGH PILLED STORAGE HIGH PILED STORAGE PER NFPA 13.2010 EDITION 30' MAX CEILING HEIGHT WITH MAXIMUM STORAGE HEIGHT OF 20' OF RACK STORAGE WITHOUT SOUD SHELVES, CLASS l -IV COMMODITIES, ENCAPSULATED OR UNENCAPSULATED, IN SINGLE -ROW, DOUBLE -ROW OR MULTIPLE- ROW RACKS AND WITH NO OPEN TOP CONTAINERS. UNDER MEZZANINE: LIGHT HAZARD PER NFPA 13 - 2010 EDITION DESIGN DENSITY= �{G4.4 + e2ARD 0 it t Is .19'/'1500 SQ. FT. NFPA 13 SECTION 11.2.3.2.3.1 ALLOWS UP TO A 40% REDUCTION IN THE DESIGN AREA WITHOUT REVISING THE DENSITY WHERE LISTED QUICK -RESPONSE SPRINKLERS ARE USED THROUGHOUT : X = MEZZ. HEIGHT = 14'-0" Y = PERCENT REDUCTION TO DESIGN AREA Y= -3X/2+55 Y=-3(14)12+55=34.00% 1500 SQ. FT. X 34.00% = 510 SQ. FT. REDUCTION 1500 SQ. FT. - 510 = 990 SQ. FT. DESIGN AREA FINAL AREA: 0.10 /990 SQ. FT SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS WAREHOUSE., 35,118. 450 BELOW MEZZANINE 938 450 TOTAL: 36,056 450 HYDRAULIC CALCULATION DATA REMOTE AREA#1: ,id ACTUAL DENSITY: sob- GPM / 990 SQUARE FEET DEMAND AT BASE OF RISER 153.8 GPM AT 27.6 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 403.8 GPM AT 27.9 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) HYDRAULIC CALCULATION DATA REMOTE AREA #2: 12 SPRINKLERS FLOWING AT 35 PSI MINIMUM. DEMAND AT BASE OF RISER 1221.2 GPM AT 84.1 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 1471.2 GPM AT 90.2 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) HYDRAULIC CALCULATION DATA REMOTE AREA #3: 12 SPRINKLERS FLOWING AT 35 PSI MINIMUM. DEMAND AT BASE OF RISER 1214.4 GPM AT 87.1 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 1464.4 GPM AT 93.2 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) NOTES: 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. 2. PROVIDE 2" ANNULAR SPACE AROUND ALL PIPE PASSING THROUGH CONCRETE FLOORS. 3. SPRINKLER ROOM TO BE MAINTAINED AT A MINIMUM 40° F (BY OTHERS). RISER EQUIPMENT LIST z ISL 0 w D LU CC 0 10 0 U ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # 6' DOUBLE CHECK DETECTOR ASSEMBLY WITH WILWNS BUTTERFLY CONTROL VALVE AND NRS VALE. WALL POST INDICATOR TAMPER SWITCH - PIV 4" SWING CHECK VALVE 6' WATER FLOW SWITCH 2' TEST AND DRAIN 1/4' WATER PRESSURE GAUGE SPARE HEAD CABINET 6 HEADS KENNEDY POTTER ELECTRIC GLOBE POTTER ELECTRIC AGF ASHCROFT RELIABLE 350 ADABGVICPI 641-13 PCVS-2 RCV VSR 101111 1005P A-4 SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL Rw,l •FACTOR1.1940 0018851' RELIABLE ESFR JL -17 BRASS 16.8K 3/4" 165'F 3 RELIABLE SSU F1FR56 BRASS 5.6K 1/2' 155'F 2 RELIABLE SSP F1 FR58 CHROME 5.6K 1/2' 155°F 1 RELIABLE MODEL D SPRINKLER WRENCH i RELIABLE MODEL J1 SPRINKLER WRENCH 1 SITE PLAN ■ SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER TYPE MODEL TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS 80 IFOW OFOW NAS LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM e BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PILIN BOTTOM OF TRUSS CUT TO SUR FIELD 0110ER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTES OTHERVASE 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION 14550 INTERURBAN AVE S 14-S-193 CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 EMAIL : clee@JRABBOTT,com SUPERINTENDENT : TOM RADKE PHONE :206-473.1649 EMAIL : WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 36040607-C Level 3 Smith Fire Sysms, Inc. SMITHFS CERTIFICATE OF COMPETENCY STAMP PAID AN 14 2014 TUKWILA FIRE 515 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: (259) 926-1880 FAX: (253) 928-2350 INTERURBAN OFFICE WAREHOUSE - A 44SOO.1NTERURBAN AVENUE SOUTH TUKWILA, WA li'o0 DESIGNER PROJECT MGR DATE 1 SHEET 1 JOB N0. STEVEN T. B. COOK 7/24/2014 1 1 OF 3 1 TC14108 BUSHINGS 03 SEE RISER DETAIL Y:Y -'!_C, ®13-11 � ,9 ry r y 15XPm .5 2.5 0 • BAFFLE � 1 i m N 4 6'6 627 ao'` 628 - 28 O BAFFLE 2-2 /BA, • 9 FLEA ' 2 2 YI , .5 2.5 0 15 5-0 1-10 3-2 0 2-3 9 y BO� __.....� 2.5 25 0 1 10-0 2 5 Lryy 2,5 'O 2-3 5X5x 0 .5 •23 m• g 5 9 0 2.5 10-0 25 B6, 25 2.5 0 5-5 , 4-1 2.5 1 2.5 0 5 9-0 O N5X 2.5 IA V , 23,5 8A71-8,1 ml 0 2.5 fOI 0 2!5 5XP O' 8-0 9-10 1 67 8.7 28G4N7.3K _ .!`- _ _I28G4N82I r - -- ,5y NVP BAFFLE 2.5 I� 2! 2.5 2.5 2.5 25 0 1-4 6.1 0 10.0 8.0 2.5 1 25 0 2.5 2.5 1 25 2.5 0 5-5 2.5 m. 25 s® 2 d d IC) •23 2..55 23 25 10-0 25'-T AFF y 28G4N12.3K I 2.5 , 2.5 2.5 111 25 O 1 2.5 4- BOJ 5.5 4-1 0 / 25 10-0 s W .5 2. N 1P -0i I 5-5 1 I `1-'251 2,5 10-0 O 5.5 2.5 2-3 25 25 10 25 2-3 2-3 2.5 10-0 25 10-0 2.5 83sel 0 0 0 0 64 1-8 Y' 2I 2.5 1 25 2.5 8-3 1.81 8-4 1 1 2i 2.5 212.5 2. 14-3 0 01 5 0 2. I 2.5 035 aKC 3-0 8-0 1 m 28G4N9.OKd z-4 7- 0 2.5 2. i&2 + 0-11 0 9-1 2. 8-A 0 0 5 5 3-11 25 N 14 6-7 HYDRAULICALLY MOST DEMANDING REMOTE AREA 42 12 SPRINKLERS FLOWING AT 35 PSI MINIMUM. SYSTEM DEMAND AT BASE OF RISER IS 12212 GFM AT 84,1 PSI. (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) N A ,1-------/1-----1' 83b'P SX ;12.3 .•: NSXP B.Y 2: BAFFLES- 2 2.5 11' 0 215 / 25 76 1.7 42 4 0 0 A a yy 2.5 4 5 2.5 16 2.5 45. 4 9.111 N 5XP 2/8.5 ; 5-6 Y Y¥ Y 63R 6-11 .* N r• `� GBAkFLE -BAFFLE 2.5 2.5 2.5 2.5 2,5 2.5 12.5 - - 28G4N6:9R q &10.5 N -BAFFLES ' Y: `1' AO 2.5 1 2.5 2.5 3 "t a 2.5 8- 1 O 1 I 10. SII !. 2. I I.5 2.51 25 I 25 9-5 4-10 4-2 9.2 150 X pY; Y .11 bI 2i 21 21 2 I 2.5 12.5 ' 2.5 28 2.5 1 2.5 2.5 ( 2.5 0 0 46 8.8 ' 9-9 1-3 &13 9-0 8.9: 2-5 10-0 - _ _ - 28_G4N10.5K_ - - _ 285411111 1- Y:Y 2,5 21 2.5 2.5 0 4 n 5XP BAFFLE 2,5 2.5 &6I Yi 0 6.5 BAFFLE 2.6 2,5 3.1 6-8 0 0 0 0 2.5 21 2.5 21.5 2.81 0 8- 2.4 25 2.5 0 8-0 67 7- 2.6 2.5 2.5 Y: O 9-1 201 2.5 9-1 2.5 2.525 1 2.5 , 2.5 O• / O. 11 own O• / O 83I 1.81.4 I 3-o 111..&i...-. 1 '11 ry I , 2.5 ja' 25 I 4.'12.5.., I 2.51 2.5 5 `LY2.5 .i.2.5..`'. 0/ o /®MI TIoy 4-1 10-0 ' 8.31 1-81-4 3-0 9-1 1 yy' at, WAREHOUSE' 1 1 ry -, 2.53 25 2.5 2.5 2.5 i 2.5 2.5 472 5 2.5 O fl 0 / ' O / ® II II1II 0 J,' 5.5 4, Y 10-0 ' 83 1 ' 1-81-4 3-0 9.1 01 2,5 25 25 5-5 so 9 2.5 00 BOJ 1.5. DRAIN HANGER LEGEND gl 10-0 AFF 2.5 10-0 NAS NON COMBUSTIBLE 2.5 25 / 10-0 25 NAS NON COMBUSTIBLE 2-3 Wine - 9-1 2..6 8-55 1 25 0 0 0 0 F1 9-1 2-0 0 0 2.5 2.5 28G4N9:8KI i I , 2; 21 ,5I 25 2.5 1 2,5 I 2.5 O 2.5 6s 2. 8-1 Y Y 21 � 2.5 7 6 2-8 10-0 2.5 2.5 5-7 8-1 IV 0 7-4 2-8 REMOTE AREA 42 1:25 1 2.5 0® 00 8-2 1 2i 8-1 251 2.5 '2.5 25 2.5 Y 25 O O 6-0 I 9-7 2.5 2.5 2.5 2.5-� 1 2.5 0 0 7-8 0-6 2.5 r 2.5 2 0-7 7-5 9-1 1 gI $; 2.5 0-7 7-5 2.5 3-11 8-0 2.4 8-6 2.8 2.5 4-3 2.6 2.5 OV 25 8-0 CV 4-1 1 cvI CV 3-9 25 9-1 2.5 76 i 06 21 Y 8-0 ' 6-7 WAREHOUSE' 2.5 ,2.5 1 2.5 0 0 :8-0 0 2.5 25 25 ' • 2,5 • 7-8 � 06 IB -0 !8-0 6-7 81 i l 2.5 2.5 90 2-1,1 2.5 2.5' I , .' I . 2.s 0 / 2-1 1 2.5 2.5 0 2.1 94 81, Y! 6-7 II2 O � O 9-0 1 12.5 'm _ yf 0 I 2.52.5 I 21 2.5'- /0. 11/„...,,ILII ' 0 9-7 1-3 I 3-0 2-1. 215 1 y''> 1 5781' 2.531 m I 6 2-0 . ya ti 2.5 1 2.5 2.5 `1 9%2 5 2.5 %.. /01/ IIS I ' 0 9-7 13 34 I 3-0 2.1. 2.5 O 21 12.5 25 1 9-1 2 2.5 gl 9'2 0 8-1I S2 2-915- CD 10-0 81 Y Y' Y 25 25 2, 2i 5.1 4-3 I 8-10 8.1 TB 02.5 II 12.5 3-5 0- 1 ' REMOTE AREA #3 O 25 11 2.5 3-5 5-9 YI 21 O 0 10 25 11 1 2.5 0 T7 3-5 1 5-9 BoJ I 52. As 2.5 3-0 9-7 ml /01 I ::-4\ne, 1 , 0, 2. .,=\, t,.,.,-, 81 2.5 25 2525 / 1 2.5 1-4 W12,08 1 1-8 9-7 2.5 1-3 5XP 741 141 2 8-0 2.5 121 .1/111 12 2.5 8-9 25 100 0 2.5 2.5 83 10- 2.5:.0 2:5; 2.5 10-0 YI i \� 21. 10-0 1 2,10 7-2 2.5 2.5 1 8.1 0 1 10-0 . WAREHOUSE 25 I &, 9-3 10-0 2.5 07 0 10-0 1 �1 -4 71:2- I ' ' 2"I1' 2.5 2.5 160 O-4 21 :5•-• ;7-2 5 - 7.2 1 2.5 ' 2.5 12.5 0 8-0 2.5 olto 1.5 2.5Im • .-, 1.5 �N 2.5 '? H g2...5� 2.5 / 11-4 BAFFLE 41 Nw 44 2.5 2.5 9',X5 " 015 205 2. 2.5 2.5 11 2.5 •60.10 10-0 1 2-0 186 /1 0 I � 2,5 10-0 m 21;5 2.5 2 N 1._....1.1 28 2.5 I 25 5281 " 2.5 0 8.10 ' 7-7 ® 1-1 1 :f 8 15791w Oq j 2.5 /.._.. ... BOJ 1-1 2.5 NR' 2.5 0. 24'-11' 1 AFF 160 0-10 10-0 O 100.0 8+2 &10 ' 7-7 - 741-1- 3-0 -tY-I- - - - jo � 2s ®,^ �I Y Y y Y� v; ,X1 • g :'I 28G4N751ZT----i---�-.- --- , �- 5 2804N7.5K 2.5 _-- 25 28 NS.4R -� 2 ' 0 2.5 2: 0 1 2.5 2.5 2.0 2.5 j 215 2.5 Difc1 'b ( ,! 66 w5TB1.. 1... 0 0 180 2-2 7-10 Y? Y; 0 /2. 0.511 2.5 / 0 180 2-2 7-10 0 10-0 6-10 1-10 81 2.5 1 10-0 I 2.5 610 2.5 ' 2.5 112 OV 1-10 2.5 160 1i IY� 2.5.." 160 r 2.5 1 2 O IWAREHOUSEI 2.5 2;5 2.5 O 10-0 10-0 I 10-0 15 1 10.0 r 81 10-0 2.7 7.5 Y', Y cei '� Y Y FYI YI Y' I81 1 \ YI ` I ! I 1 , VI 2.5 2.5 2.5 2.5 2.5 12.5 ! L25_1 12.5 2.5 (>218 1 2.5 1 '2.5 0 1 8-B 1.4 10-0 i -6 4-288 76 26 10-0 160 16 68 1 28G4NB.9K7- -' - 1 1.S DRAIN I 1 ! 1 1 ^ 0 - 1- Y' Y' m m m: 2..35 Y� Y 21 2i 1 2n n' . y� ^I 25 2.5 w ry' 2.5 25 2.5 2,6 2.5 ' 2,5� 7-3 21 0 10-0 10.0 0 Ni3 2.51 10-0 2.5 Y .• 4- 2.5 31Cp2.5 Z-0 7-2 y yY 5781 2.5 1.11 y� O 25 111 z.s Oj 2.5 1 ry • z.s • ' 4.6 7- ytt� 1- dry, 44 521 '11,.,fir__575- )1.57 12.5 5TB 2.5 14 • 2.5 toll 0 01 -1101011,* 8. NON PER NFPA AS euseeLe 77531 0 2.5 2.5 2- 2.5 2- 2.5 1-8 ST81 0 2.5 2.51 2.5 1-8 NON COMBUSTIBLE NAS 1 NAS r 25 0 .5 09 6-9 2-4 2.5 8-9 AFF T-41 778,B0-1 i .:_4 \°2P.5 :--; 0,;.?,.17,2:5-11 0 v, 57:7 \11 ' 6-923 1'31 :1442" zg 8.6 25,11. AFf 2.5 01 01 01 2.5 0 01 NAS NON COMBUSTIBLE PEFINFPA 13, 8.15.1.2.2 SPRINKLER LEGEND 1.F DRAIN 2-1 2.5 0 8-0 2.5 2-1 2.5 2.5 2- 2-0 201 8-9 25-4 AFF1 2.514W 25 1 V11143221 9 NAS 'NON COMBUSTIBLE PERNFPA 13, 8.15.1.2.2 .ROOF PLAN 16 NAS .41 2-1 REMOTE AREA #3 12 SPRINKLERS FLOWING AT 95 551 MINIMUM. SYSTEM DEMAND AT BASE OF RISER IS 1214.4 GPM AT 87,1 PSI. (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) 1-8 5781 25 es 10 Cf 13-0 2553. AFF 804 25 2.5 el 0 im 0 0 0 71, 2.51 E z.s 16 T T" ""-"7r- g, 2.5 �I I_I-1 4 2.7 1 31 yc9 +� ..-J..l.......... • 125 ! N� ,' ', 5113r- 0 /� ry' 1-8 2.5 2.5 1 1-6 2. • 2.5 & 28 , 56 Y 21ay 2.53 y 16 N 2.5 0 2 25 - 2.5 2.5 841 .31 �®Oi' e. m ' 11 5=: yv� Wi :¢2 6 2743.57fB1 �n'ry 2/ • 01 ryy" 2.5\22..5 1-2 2-0 a® g 2.5 1-7 v n 274 1 2� • • O 2.5\2176 m-c2,8_21w-712x2: 9.0 .5 '® 1.22-0I� m L - - - , 8_ 5781 09' `1' 25 /q 23 NAS NAS NON COMBUSTIBLE NON COMBUSTIBLE 1 te- 'NON COMBUSTIBLE FITTER/ LISTER NOTES 1. ALL MAIN HANGERS ARE TYPE "4TB1", UNO. 2. ALL BRANCHUNE HANGERS ARE TYPE "5TB2", UNO. 3. ALL DROPS TO BE PER EASY FLEX A ON SHEET 3 OF 3. 4. RODS THAT ARE 6" OR LESS SHALL ACT AS LATERAL BRACING PER NFPA 13, 2010 SECTION 9.3.5.3.9. 5. SURGE CLIPS REQUIRED AT THE END OF EVERY BRANCHUNE PER NFPA 13, 9,2.a4.4. ABBREVIATIONS SYMBOL LEGEND SYM 0 0 MANUFACTURER RELIABLE REUABLE REUBALE RA1914 RA1414 TYPE ESFR ORU ORP MoDEL MON JL -17 BRZ BRZ BRZ 1/2' 1/2' 1/2' 1/2' 165' MNIOrn 435 13 TOTAL SHEET 450 AFF BOB BW BOP BOT FO IFOW OFOW NAS UNO ABOVE 51501-130 FLOOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF JOIST B OTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER IRON FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRWIR.ERS UNLESS NOTED OTHERIMSE SOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2.WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING DATE BY REVISIONS REASON FOS REVISION CONTRACT WM-I JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 SUPERINTENDENT : TOM RADKE PHONE : 206-473-1649 EMAIL : AUXIUARY HYDRAUUCALLY DENSITY: ..14. GPM OVER 990 SQUARE FEET SYSTEM DEMAND AT BOR: 1518 GPM AT 27.6 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 36040607-C Level 3 Smith Fire Sys ms, Inc. SMITHFS CEFMFICATE OF COMPETENCY STAMP 6-11 0 25 2.5 7-6 2.5 1-7 2.5 7-6 28,04 AFF 1 1119N bo USTIBLE ,,F SEE DETAIL A-3 ON PAGE 3 OF 3 0. 1.5' DRAIN 1. • • REMOTE AREA #1_ BOJ • SEE DETAIL A-3 ON PAGE 3 FIRST FLOOR MEZZANINE KERMAN OnwsimILei SPRINKLER PLAN Sjcwg SMITH FIRE SYSTEMS, INC. 1108 648i AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T INTERURBAN OFFICE WAREHOUSE - A 14600 INTERURBAN AVENUE SOUTH DESIGNER PROJECT MGR DATE SHEET JOB NO. STEVEN T. B. COOK 7/24/2014 2 OF 3 TM Aim DETAIL A-3 0 2 4 SCALE 1/2'.1.-0. FACING NORTH EL 20 -CA ii113 AFF EL 11'0' crilI MEZZANINE EL 0-0' GROUND FLOOR CONCRETE WALL L Jr i 45°' C'W. (2)1' MIN EXCESS PIPE '+ITHROUGH FAST CLAMP YI (2) TOLCO FIG 980 SWIVEL END 1/2' x 41/Y HILT] KIMK BOLT TZ (3 3/4' MIN. EMBED ) (2) 1' x (2.2) SCH 40 BRACE PIPE (2) TOLCO FIG 1001 FAST CLAMP BRACE 1 BOTTOM CHORD / OF BAR JOIST 14' RETAINER STRAP SURGE RESTRAINER PER FITTER/IJSTER NOTE #5 1/2' AFCON 100 1/2' ATR HANGER RING HANGER'TB1' TJI 0-0 uY MAX' GST -20 SAMMY WOOD 3/80 ATE SURGE RESTRAINER PER FITTER/USTER NOTE #5 HANGER RING HANGER 'SW' CONCRETE WALL 3/4' x 4 3/4' HILTI KWIK BOLT TZ (3 3/4' MIN. EMBED ) TOLCO F1G.980 SWIVEL END //1111 1' MIN. EXCESS PIPE THROUGH FAST CLAMP 1' (7-0) SCH 40 BRACE PIPE TOLCO F1G.1001 FAST CLAMP BRACE 2 — v 14' RETAINER STRAP J/D'flIM SURGE RESTRAINER PER FIs HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 22 GAUGE METAL DECK 3/8' ATR SURGE RESTRAINER PER FITTER/LISTER NOTE #5 HANGER RING HANGER 'XP' 1 PER E #5 BOTTOM CHORD OF BAR JOIST \ TOLCO FIG. 825 BAR JOIST ATTACHMENT 1' (1-0) SCH 40 BRACE PIPE 45° - 59' FROM VERTICAL TOLCO F10. 4L PIPE CLAMP BRACE 3 14' RETAINER STRAP /BOTTOM CHORD OF BAR JOIST --- 319' AFCON 100 3/8' ATR HANGER RING SURGE RESTRAINER PER FITTER/USTER NOTE #5 HANGER 'TB3' EASY FLEX A . 1)z OC 0 0 W 0 W CC 0 0 \1J rP PLAN DETAILS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL ROM NTINO TOTAL THIS SHEET IFF BOB BOO BOJ BOP BOT FTS FO IFOW OFOW 80.4 LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PI0UN BOTTOM OF TRUSS CUT TO BUT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 EMAIL : dee@JRABBOTT.com SUPERINTENDENT : TOM RADKE PHONE :206-473-1649 EMAIL : r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 3604-0607-C Level 3 Smith Fire Sysms, Inc. SMITHFS CERTIFICATE OF COMPETENCY STAMP KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 INTERURBAN OFFICE WAREHOUSE - A 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA //J_ l43 DESIGNER PROJECT MGR DATE SHEET JOB NO. STEVEN T. B. COOK 7/24/2014 3 OF 3 TC14106 11'-8' ga• 1' 1 I I II DN N SEE FIRST FLOOR MEZZANINE PLAN ON PAGE2OF3 If II n ,, I 2.5 _ 2 ®M /// 93 SEE ROOF PLAN J ON PAGE 2 OF 3 WAREHOUSE SEE FIRST FLOOR MEZZANINE PLAN ON PAGE2OF3 N 16' TJI 16' TJI �y 3 2,5 2.5 C. 11.5 3-4 li:' M DETAIL A-3 0 2 4 SCALE 1/2'.1.-0. FACING NORTH EL 20 -CA ii113 AFF EL 11'0' crilI MEZZANINE EL 0-0' GROUND FLOOR CONCRETE WALL L Jr i 45°' C'W. (2)1' MIN EXCESS PIPE '+ITHROUGH FAST CLAMP YI (2) TOLCO FIG 980 SWIVEL END 1/2' x 41/Y HILT] KIMK BOLT TZ (3 3/4' MIN. EMBED ) (2) 1' x (2.2) SCH 40 BRACE PIPE (2) TOLCO FIG 1001 FAST CLAMP BRACE 1 BOTTOM CHORD / OF BAR JOIST 14' RETAINER STRAP SURGE RESTRAINER PER FITTER/IJSTER NOTE #5 1/2' AFCON 100 1/2' ATR HANGER RING HANGER'TB1' TJI 0-0 uY MAX' GST -20 SAMMY WOOD 3/80 ATE SURGE RESTRAINER PER FITTER/USTER NOTE #5 HANGER RING HANGER 'SW' CONCRETE WALL 3/4' x 4 3/4' HILTI KWIK BOLT TZ (3 3/4' MIN. EMBED ) TOLCO F1G.980 SWIVEL END //1111 1' MIN. EXCESS PIPE THROUGH FAST CLAMP 1' (7-0) SCH 40 BRACE PIPE TOLCO F1G.1001 FAST CLAMP BRACE 2 — v 14' RETAINER STRAP J/D'flIM SURGE RESTRAINER PER FIs HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 22 GAUGE METAL DECK 3/8' ATR SURGE RESTRAINER PER FITTER/LISTER NOTE #5 HANGER RING HANGER 'XP' 1 PER E #5 BOTTOM CHORD OF BAR JOIST \ TOLCO FIG. 825 BAR JOIST ATTACHMENT 1' (1-0) SCH 40 BRACE PIPE 45° - 59' FROM VERTICAL TOLCO F10. 4L PIPE CLAMP BRACE 3 14' RETAINER STRAP /BOTTOM CHORD OF BAR JOIST --- 319' AFCON 100 3/8' ATR HANGER RING SURGE RESTRAINER PER FITTER/USTER NOTE #5 HANGER 'TB3' EASY FLEX A . 1)z OC 0 0 W 0 W CC 0 0 \1J rP PLAN DETAILS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL ROM NTINO TOTAL THIS SHEET IFF BOB BOO BOJ BOP BOT FTS FO IFOW OFOW 80.4 LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PI0UN BOTTOM OF TRUSS CUT TO BUT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 EMAIL : dee@JRABBOTT.com SUPERINTENDENT : TOM RADKE PHONE :206-473-1649 EMAIL : r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 3604-0607-C Level 3 Smith Fire Sysms, Inc. SMITHFS CERTIFICATE OF COMPETENCY STAMP KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 INTERURBAN OFFICE WAREHOUSE - A 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA //J_ l43 DESIGNER PROJECT MGR DATE SHEET JOB NO. STEVEN T. B. COOK 7/24/2014 3 OF 3 TC14106 FROM FACP A15 CJ J 15 61c 15 TO 2ND FLOOR E (I; b. NORTH FROM 75 1ST E.O.L FLOOR 11 1ST FLOOR FIRE ALARM PLAN 1/4" = 1'-0" NORTH 2ND FLOOR FIRE ALARM PLAN 1/4" = 1'-0" ET 0 Without Comments As Noted in Re 0 Per The Attached Letter se plans have been reviewed by The Tukwila Fire :ventfon Bureau for conformance with current City andards. Acceptance is subject to errors and :missions which do not authorize violations of adopted andards and ordllnances, The responsibility for the .,dequacy of design rests totally with the designer. A=dditions, deletions or revisions to these drawings after this date Will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 ;k3-1 5- By: 51 1 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 Systfrns. Failure of test will res tit in a Re -inspection Fee i-ermination of tie. T UKWILA FIRE DEPARTRE P iesse call 206-575-4407 a give this fire Permit No. r1C11 enact adeovss for shut - j01110 or r a ° on pproval PAID OCT 23 2015 TUK' 14550 INTERURBAN AVE S #100 15-F-187 Commercial N Industrial Phone (253)-872-1905 Fax (253)-269-0268 CID O Revisions: 10/27/2015 Drawn By: SK Sheet Number:. FA1 Fire Riser Diagram F A 15 15 V30 V15 V 5 S C P -IA- S ISI 1 1 I E.0.1. Device Legend Wiring Legend Typical Mounting Height FACP Fire Alarm Control Panel # Denotes Ckt. Number 60" To AFF FACP ¢ FAA Fire Alarm Annunciator A 14 Gauge 2 Conductor FPLP FM 60" To ¢ AFF Notification Appliance Circuit Panel NAC B 18 Gauge 2 Conductor FPLP P 46" To ¢ AFF PS Power Supply Conductor C 18 Gauge 4 FPLP R 48" To ¢ AFF OS Smoke Detector P Pull D 17 Gauge 2 Conductor FPLP Category S 80" To ¢ AFF Station E 5E Cable LK 80" To ¢ AFF M Mini Hom PS 60" To AFF ¢ Tamper Switch T 1 JP Jockey Pump Controller QS 4" 12"(MAX) To ¢ From Ceiling S Wall Mount Strobe Ceiling Mount Strobe 0 Wall Mount Horn Strobe 01 Ceiling Mount Horn Strobe 1 FP Fire Pump Controller 1 WP Weather Proof VS 1 Sprinkler Valve Supervisory Switch 1 WF Sprinkler Flow Switch GV OS&Y Gate Valve Q Wall Mounted Smoke Detector ® Non Addressable Heat Detector ET 0 Without Comments As Noted in Re 0 Per The Attached Letter se plans have been reviewed by The Tukwila Fire :ventfon Bureau for conformance with current City andards. Acceptance is subject to errors and :missions which do not authorize violations of adopted andards and ordllnances, The responsibility for the .,dequacy of design rests totally with the designer. A=dditions, deletions or revisions to these drawings after this date Will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 ;k3-1 5- By: 51 1 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 Systfrns. Failure of test will res tit in a Re -inspection Fee i-ermination of tie. T UKWILA FIRE DEPARTRE P iesse call 206-575-4407 a give this fire Permit No. r1C11 enact adeovss for shut - j01110 or r a ° on pproval PAID OCT 23 2015 TUK' 14550 INTERURBAN AVE S #100 15-F-187 Commercial N Industrial Phone (253)-872-1905 Fax (253)-269-0268 CID O Revisions: 10/27/2015 Drawn By: SK Sheet Number:. FA1 Building A, B, C. Utility Transformer ,���.'••'i::�•'`'.••.•�S�J'�J�Y�i�%•4�'•wP{Sv.94i?�i- i`•.S°S?J�°S�'�Gi�J. J. JA�P?„•'�'•��N•'R•aC1C� . U.r..� yy�• � .}• '�• ��...J �i �� .•) 1. •: •} >�;.s',8'�'.•�� ��.�:�y' 45�J14}.• '�. �is� t�Jp�£r r :•IL:m?••4R•'fAO•Ai:C'.Y'.{.•tiJ.`l.•.�i�'�• •' p•MJ i•l4NJ..p��II•.JJ:•QlJbftti••Apt'J•.dt•.•2•�..' ✓1f4VLti•JA.V'.:'J:t}:J.•�r:::':•d��llJ•X.•tbKRtJJ.••JZ:•:.v.'.�'J•�•.'Jfl.�t. •� t1tA•P. Building — D, E. Utility Transformer 0 3uilcinc 3uildinc 3uilcing f/i! A"'//'" 3uilding 3 S T PLA\ SCALE: NTS AC q EP Without Comments As Noted in Re. Per The Attacne,j Letter "s hese, plans have been reviewed by '1"he Tukwila Fire "rsvention Bureau for conformance with current City <« andards. Acceptance is subject to errors and •Ani sions which do not authorize violations of adopted :i .andards and ordinances. The responsibility for the adequacy of desiF Y. rests totally with the designer. Additions, deletion or revisions to these drawings after this data will v .00 this r..,,cceptaance and will require a resubmittal 0rte,vis drawings for subsequent approval. Find accepgrI r; is , r, ;t . to Heid test and Inspection by The Tukwila Fir2 tiri: w-rition Bureau. v: A^1I l 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 test 'N i I $4 I( pe dig cl(,w.r co.. ha; (4,4J !✓a -/es ` h t1 in ire strf. kyvale /4.po o TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and 91�s Fire Perna No. end exact address for shut - clown or restoration ap; rov,A• 14550 INTERURBAN AVE S 14-F-130 PAIDr fllb TUKWILA FIS.` CC ()4SEN INC. Commercial — Industrial Phone (253)-561-9146 718 Griffin Ave #215 Fax (253)-269-0268 Enumclaw, Wa 98022 Interurban Office/Warehouses 14600 Interurban Ave S. Tukwilla, WA Revsions: Date: 5.14.14 Drawn By: RM SheetNumber:. FA1 27'-7 1/2" 26'-10 1/2" 23'-6" 26'-10 1/2" 26'-10 1/2" 23'-6" 26'-7 1/2" HP - #1 L-2 PICNIC TABLE SEA 0 HP - #1 L-4 0 N N HP -#1 L-4 r SPRINK. RISER ELECT. ROOM, To FACP T d 11 To FACP 2 1 21 111 10 0 1B B\G A SCALE: 1/16" = HP - #1 L-4 1A 110 Fl 4'X8' SKYLIGHT-TYP. 2110 HP -#1 G2 A 110 11 1- P - #3 L-1 11 4'X8' SKYLIGHT-TYP. Shell Building 11 2A 1A 4'X8' SKYLIGHT-TYP. 110 1 110 1B ARV A\ HP - #3 L-1 P-#1 QIP -#1 L HP - #3 L-1 I3 - HP = 1 -2 HP -#3 L-1 0 -0- r IHP-#1 1B 11 1A 110 4'X8' SKYLIGHT-TYP. 110 E.O.L -1 0 P -#1_I 03 (17 1 Li ARG -D -L CTR CAL ROOV SCALE: 1 /4" = 1'-0" HP -#3 L-3 23'-6" From Warehouse =T1=1=r T71-T1-rT T -I -I -r9---, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UPI I 1 = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v To Mezzanine Hom Strobe FIRST FLOOR PLAN (938 SF) Device Legend FACP PS ED OD ED CD D 01 DD WP VS WF Fire Alarm Control Panel Fire Alarm Annunciator Power Supply Smoke Detector Pull Station Relay Module Tamper Switch Wall Mount Strobe Ceiling Mount Strobe Wall Mount Hom Strobe Ceiling Mount Hom Strobe Bell/Strobe Duct Detector Connection Weather Proof Sprinkler Valve Supervisory Switch Sprinkler Flow Switch Wall Mounted Smoke Detector FIST FLOOR DLA 1/8" = 1'-0' Wiring Legend A C D E Denotes Ckt. Number 14 Gauge 2 Conductor FPLP 18 Gauge 2 Conductor FPLP 18 Gauge 4 Conductor FPLP 17 Gauge 2 Conductor FPLP Category 5E Cable 13'-9" 3'-2" I 1 1 1 1 1 1 1 1 1 1 1 1 1 1--1 1 1 1 1 1 1 I—I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -I-Ltd L-- J fl REST .$' LING :Es — —7 — —t NN I tO Typical Mounting Height FAA D PS 60" To 0 AFF 60" To 0 AFF 46" To 0 AFF 48" To 0 AFF 80" To O AFF 80" To 0 AFF 60" To O AFF 4" 12"(MAX) To 0 From Ceiling 60" To 0 AFF 60" To 0 AFF 275 E.O.L s From First Floor MEZZANINE PLAN (941 SF) V -ZZA\ \ D L A \ 1/8" = 1'-0" Notes 1. 2. 3. 4. Fire Riser Diagram F A c P -1A- -1B - 110 110 110 Q110 Q110 Q110 110 Q110 15 15 p75 j75 E.O.L Gil (4) WI 12 Gil Gil GI [;I Gil Gil Gil Gil Gil Gil Gil Gil Gil Gil 1;1 110 110 110 110 110 110 110 110 110 110 110 _2A_ E.O.L LSEN LECTRIC INC. Commercial - Industrial Phone (253)-561-9146 718 Griffin Ave #215 Fax (253)-269-0268 Enumclaw, Wa 98022 Building A Interurban Office/Warehouses 14600 Interurban Ave S. Tukwilla, WA Revsions: Date: 5.14.14 Drawn By: RM Sheet Number:. FA2