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PP - 16700 SOUTHCENTER PKWY - PKWY SQUARE BLDG B - PERMITS AND PLANS
16700 SOUTHCENTER PKWY ASSOCIATED PERMITS 11-F-118 11-F-062 11-S-123 11-S-116 11-S-115 01-S-114 99-S-354 96-S-289 92-S-144 877-101 866027 SITE LOCATION Site Address: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 4X. Paul,7/ 5-j23 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: I41O0 Sd 41,`/rlft P LLwfA) Tenant Name: S�t� T' v� `"� ,' �'t) L Suite Number: Floor: Is 4— �9. •' New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: \ t 4 D -a CONTACT PERSON -if there are questions about the submittal. c�-►5 />ttll , Name: City State Zip Company Name: Mailing Address: Day Telephone: (2 f 3 ) >s3 -4 3 — ‘1--4 WA rx-4'1 v City E-mail Address: L_re-i�c�. rte. �incs�0..0-•c n, State Zip Fax Number: (2 _c- 73) 131 t3 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): d' oti m� �— S P,r.n -r PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORID AGENT: Signature: <fi Print Name: /C/zA /C, 4 '4k4 Date: // Day Telephone: e'- 2a2 - 77y3 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Value Village 16700 Southcenter Pky Permit No.: 11-S-123 Date: June 6, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)971-8718 • 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Hydraulic Summary Job Number: 2-11-10654 Report Description: Ordinary Group II- Covered Dock Job Job Number 2-11-10654 Design Engineer KEVIN RIDER Job Name: SAVERSNALUE VILLAGE Slate CerlificationlLicense Number WA CL# FIRESWI140B1 Address 1 16700 SOUTH CENTER PARKWAY AHJ CITY OF TUKWILA Address 2 Job Site STORE 1173 City TUKWILA State WA Zip Code 98188 Drawing Name 2-11-10654_Rev.01_(Floor Plan).cad System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 51.00 at 20.74 Occupancy Ordinary Group II- Covered Dock Job Suffix Hose Allowance At Source 250.00 Density 0.20gpm/ft' Area of Application 1500.00ft' (Actual 393.56W) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256.00ft' Total Hose Streams 250.00 System Flow Demand 102.72 Total Water Required (Including Hose Allowance) 352.72 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocity Above Ground 19.20 between nodes 10 and 1000 Maximum Velocity Under Ground 0.62 between nodes 1 and 2 Volume capacity of Wet Pipes 2199.49gal Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 150.00 20.00 j 5918.00 149.30 1 352.72 73.75 75.54 Contractor Contractor Number 21 Contact Name KEVIN RIDER Contact Title DESIGNER Name of Contractor: FIRE SYSTEMS WEST, INC. Phone (253) 833-1248 Extension Address 1 206 FRONTAGE ROAD NORTH, SUITE C FAX (253) 735-0113 Address 2 E-mail kevinr@firesystemswest.com City PACIFIC State WA Zip Code 98047 Web -Site www.firesystemswest.com ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/02/2011 12:45:02 P M Page 1 Summary Of Outflowing Devices Job Number: 2-11-10654 Report Description: Ordinary Group II- Covered Dock Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c> Sprinkler 1001 51.00 51.00 11.2 20.74 Sprinkler 1000 51.72 51.00 11.2 21.33 14> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/02/2011 12:45:21 PM Page 2 Node Analysis Job Number: 2-11-10654 Report Description: Ordinary Group II- Covered Dock Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 12 9-0 E(2-0) 32.96 13 16-0 E(2-0) 23.31 11 9-0 2T(5-0) 45.77 9 9-0 E(2-0) 33.80 10 16-0 E(2-0) 23.97 8 9-0 2T(5-0) 46.94 7 9-0 50.39 6 9-0 E(5-0) 52.85 5 20-1 P0(20-2) 48.38 2 -3-0 E(30-6%) 58.67 3 0-6 57.15 4 20-1 E(15-2) 48.66 1001 16-0 Spr(-20.74) 20.74 51.00 1000 16-0 Spr(-21.33) 21.33 51.72 M.E.P.CAD, Inc. + AutoSPRINK® VR7 v7.1.7 06/02/2011 12:45:25 P M Page 3 119 Hydraulic Analysis Job Number: 2-11-10654 Report Description: Ordinary Group II- Covered Dock Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings Go Route 1 BL 1.0490 0=51.00 18.93 C=120 0.735328 1-6 Pf 2.57 1001 16-0 q=51.00 K=11.2 20.74 Spr(-20.74) 2-0 Pe 13 16-0 23.31 E(2-0) 3-6 Pv SP 1.0490 0=51.00 18.93 C=120 0.735328 7-0 Pf 6.62 13 16-0 23.31 2-0 Pe 3.03 12 9-0 32.96 E(2-0) 9-0 Pv BL 1.0490 0=51.00 18.93 C=120 0.735328 7-5 Pf 12.81 12 9-0 32.96 10-0 Pe 11 9-0 45.77 2T(5-0) 17-5 Pv BL 1.6100 0=51.00 8.04 C=120 0.091288 12-10 Pf 1.17 11 9-0 45.77 Pe 8 9-0 46.94 12-10 Pv BL 1.6100 0=102.72 16.19 C=120 0.333420 10-4 Pf 3.45 8 9-0 46.94 Pe 7 9-0 50.39 10-4 Pv CM 2.0670 0=102.72 9.82 C=120 0.098747 19-11 Pf 2.46 7 9-0 50.39 5-0 Pe 6 9-0 52.85 E(5-0) 24-11 Pv CM 3.2600 0=102.72 3.95 C=120 0.010737 11-1 Pf 0.34 6 9-0 52.85 20-2 Pe -4.80 5 20-1 48.38 P0(20-2) 31-2'/ Pv FR 5.2950 0=102.72 1.50 C=120 0.001012 240-7 Pf 0.27 5 20-1 48.38 30-4 Pe 4 20-1 48.66 2E(15-2) 270-11 Pv FR 8.2490 0=102.72 0.62 C=120 0.000117 19-7 Pf 0.01 4 20-1 48.66 50-0 Pe 8.48 3 0-6 57.15 ALV(50-0) 69-7 Pv UG 8.3900 0=102.72 0.60 C=140 0.000081 3-6 Pf 0.00 3 0-6 57.15 30-6V Pe 1.52 2 -3-0 58.67 E(30-6'%) 34-0V Pv UG 8.2490 0=102.72 0.62 C=120 0.000117 642-0% Pf 15.08 2 -3-0 58.67 72-10 Pe 1 -3-0 73.75 3E(21-1%), 2GV(4-8%), 714-10% Pv BFP(-15.00), S Route 2 BL 1.0490 0=51.72 19.20 C=120 0.754714 1-6 Pf 2.64 1000 16-0 q=51.72 K=11.2 21.33 Spr(-21.33) 2-0 Pe 10 16-0 23.97 E(2-0) 3-6 Pv SP 1.0490 0=51.72 19.20 C=120 0.754714 7-0 Pf 6.79 10 16-0 23.97 2-0 Pe 3.03 9 9-0 33.80 E(2-0) 9-0 Pv BL 1.0490 0=51.72 19.20 C=120 0.754714 7-5 Pf 13.14 9 9-0 33.80 10-0 Pe 8 9-0 46.94 2T(5-0) 17-5 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier II / Actual Inside Diameter \ 4'87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter J = Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/02/2011 12:45:30PM Page 4 Hydraulic Analysis Job Number: 2-11-10654 Report Description: Ordinary Group II- Covered Dock Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%* Elbow 22%x° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/02/2011 12:45: 30 P M Page 5 'r Hydraulic Graph Job Number: 2-11-10654 •t unlnaroo c;rnun u_ Supply at Node 1 200 180 - 160 -Static 140 Pressure 150.00 120 Cr). a 1100 80 60 102.72 7352.72 @ 73.75 with hose streams -System 40 demand curve 20 -1 0 luLuuuiii innitii 111111111 IIIIIIIII IIIIIIIII milli II I i__ii i i i i i i i i i i i i i i t 5918.00 @ 20.00 %oo 1200 1800 2400 3000 3600 4200 4800 Water flow, gpm 5400 6000 Hydraulic Graph Supply at Node 1 Static: Pressure 150.00 Residual: Pressure 5918.00 @ 20.00 Available Pressure @ Time of Test 149.30 @ 352.72 System Demand 102.72 @ 73.75 System Demand (Including Hose Allowance) 352.72 @ 73.75 © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 06/02/2011 12:45:35 P M Page 6 Fire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 Automatic Fire Sprinkler System Shutdown Authorization Request May 25, 2011 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Attention: Al Metzler Reference: SaversNalue Village #1173 16700 South Center Parkway Tukwila, WA 98188 Gentlemen, FSW is requesting an Automatic Fire Sprinkler System Shutdown Authorization for the above referenced project to allow for the removal of existing sprinkler line piping for architectural demolition work to be completed. Fire sprinkler plans have already been submitted and are awaiting approval. iUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No, and exact address for shut- down or restoration approvvy. Thank you, FIRE SYSTEMS WEST Craig Miller Special Projects Design Manager NICET Level III Stamp • Fire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 Automatic Fire Sprinkler System Shutdown Authorization Request May 13, 2011 City of Tukwila Fire Department 7 444 Andover Park East ,f Tukwila, WA 98188 Attention: Al Metzler Reference: Savers/Value Village #1173 16700 South Center Parkway Tukwila, WA 98188 Gentlemen, FSW is requesting an Automatic Fire Sprinkler System Shutdown Authorization for the above referenced project to allow for the removal of an existing 8" backflow device located inside the building. Currently there are two 8" backflow devices, one located outside in a concrete vault and the one located inside that's no longer needed. FSW will re -connect the system and bring it back into service after the backflow device is removed. Please reference the attached Public Works Department Comments letter dated April 26, 2011 and Public Works/Plumbing Permit. Plans showing additional system modifications and showing the work mentioned above will be submitted for approval and permit when plans are complete. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. -s-//s and exact address for shut- down hutdown or restoration approval. Thank you, FIRE SYSTEMS WEST Craig Miller Special Projects Designer 0 GUARDIAN SECURITY LIFE AND PROPERTY PROTECTION Seattle • Silverdale • Bellingham March 25, 2011 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 RE: AES Wireless Transmitter Installation Permit request 1743 First Avenue South Seattle, WA 98134 Tel: 206.622.6545 Fax: 206.341.9928 Guardian security would like to request a permit to install an AES wireless transmitter at 16700 Southcenter Parkway, Tukwila, WA 98188. We will be replacing an existing monitor and installing the AES wireless transmitter. Thank you for your consideration, --/**" Traci Adams Guardian Security 1743 First Ave. South, Seattle WA 98134 Phone: 206-331-6206 Fax: 206-341-9414 2 - PAID MAR 28 2011 TUKWILA FIRE • 7744F/7788F RF Subscriber Unit Technical Specifications Radio Standard CSAA frequency ranges: 450-470 MHz and 130-174 MHz, VHF and UHF. Others available Standard Output Power 2 watts (requires FCC license) Power Input 16.5 VAC, 40VA UL listed Class II transformer required Voltage 12 VDC nominal Current 175mA standby; 800mA transmit Alarm Signal Inputs • 4 individually programmable Zones: NO/NC/EOL, trouble restore • RS -232 • Reversing voltage (7744F only) 12 or 24 VDC Operating Temperature Range 0° to 50°C, 32° to 122°F Storage Temperature Range - 10° to 60°C, 14° to 140°F Relative Humidity Range 0-85% RHC non -condensing Back up Battery 12V, 7.5 AHr Low Battery Reporting 22.5 -minute test cycle AC Status Reports to central station after approximately 60 minutes without AC power, reports power restored after approximately 60 minutes of restored power. programmable from 60 to 180 minutes Antenna Cut (local reporting) Form 'C' Contact 1 AMP Size 13.25"H x 8.5"W x 4.3"D 34cm x 21.5cm x 11 cm Weight 6.4 lbs, 2.9 Kilograms (excluding battery) Colors Available in standard Burglary Beige or Fire Red Please specify when ordering Available Options • 7788F RF subscriber unit with 8 EOL inputs • 7744F RF subscriber unit with 4 EOL inputs and 4 reverse polarity inputs • 7770 - FireTap • 7067 - IntelliTap • NEMA 4 Enclosure Please specify when ordering AES-lntettiNet"' is the industry leader in delivering high quality wireless mesh networks to the fire and security industry in commercial, corporate, government, and educational applications with its broad line of products and advanced network management tools. Users of AES-lntelliNet networks have gained significant revenue, communications, and cost advantages while meeting the high standards of reliability required for the fire and security industry. AES-lntelliNet alarm monitoring systems are deployed at hundreds of thousands of locations in over 130 countries. VAES CORPORATION For Alarm Monitoring For more information Call 800 -AES -NETS (800-237-6387) AES Corporation 1285 Newbury Street I Peabody, MA 01960 USA Tel. +1 978-535-7310 I Fax +1 978-535-7313 I Email info@aes-intellinet.com Web www.aes-intellinet.com IntelilNet Available configurations • 7788F, 8 EOL inputs • 7744F, 4 EOL inputs w/4 reverse polarity inputs Copyright 2009 AES Corporation AES-JntelftNet is a registered tradem 7744F/7788Ft08109 ACCEPTED o Without Comments . As Noted in Red o Per The Attached Letter ase plans have been reviewed by The Tukwila Fire 3ntion Bureau for conformance with current City :dards. Acceptance is subject to errors and +;dons which do not authorize violations of adopted idards and ordinances. The responsibility for the :quacy of design rests totally with the designer. 3itions, deletions or revisions to these drawings after date will void this acceptance and will require a submittal of revised drawings for subsequent approval. 'nal acceptance is subject to field test and inspection by fie Tukwila Fire Prevention Bureau. ,te:3-8-I( By: 5I� 0/4 4,9 �ti y-a�' t 3+'•tits Z01. / c. d cipito ► ti.S . Co"pltk 4414w4),Stjr ly retytvc4k a-4• +.A,vt. 0 t.r 1. t uKWIIA FIRE DEPAR MEM Please call: 575.440 and give thisjob / No. ! / F ,0(0) - id exact address for shuts - or >est3ration aonrnvwl 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 -ermination of the to iiro. 148179 Without Comments As Noted In Rad Per The Attached Letter These plans havo b^en reviewed by The Tukwila Fire Prevention Bureau for conformance with current city., standards. Acceptance is subject to errors and C. ' (04 omissions which do not authorize violations of adopted 1 standards cnd ordinances. The responsibility for the, adequacy of design rests totally with the designer. Additions, deletions or revisions to those drawings afi;r this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test end inspection -by The Tukwila Fire Prevention Bureau Date: r i 0I' By: �c�3 VUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0/— I/ and exact address for shut., down or restoration approval 8 i O I _..fxAzrils,t 1&1-f.......�...� SITS MAN N oils DE -91 cI / I N oto PE1- NFP-I31 z) NEN PI PI WA ID 6E. Pt txLr -----0 -- 2 3)NENFlfltSTDIE D (J CFIST II bN. - C VE, Ei 1��f U P1I 'a, H T S /I ND I' -iL 1 N 61,T U N FI1T1N£ pokiNfiANI, WI'D A N E -L pE NrfAiTsPitl N I NI e N E dpi , iNa@METFI- El HAY LEXEN1' FtluoREspairr LIGHT FtXTU HEA PIFFA '- 0-�.YI9t: UPflC- HT SP -IN t 15T SPM Pi Pim (C STRUCTURE TO CENTER N LINE OF PIPE IN INCHES SPRINKLER LEGEND �U) Eo rn x SPRINKLER ORIFICE SIZES AND TYPE ww I—IV 1" 2 6 8 6 2 SPRAY 0 1/2" • 1" 3" 4 17 32 SPRAY 0 3/4.. • 1' 2 3 7 SIDEWALL 8 16 2 1/2" I 1" 1" 1DRY TYPE 2 4 1" • 1" TEMP. RATING O 165° 212° 286° 350° 500° za O U, 1/2 1/2 • 1/2 1/2 SPRINKLERS USED SVM SPRINKLER ORIFICE SIZE. TYPE & FINISH QUAN TEMP eFri 111" l Y,I5 '°cH 047 TOTAL t APPROVALS REQUIRED OF ` L)1141 LA -j- R VISIONS MFC DATE BY A A A t7 PROJECT NAME 1-Q s I L 700 SDUT1-1 L TE -R-, rAIZK iY TUK4I L, , W.4 i IE rinriell FIRE PROTECTION SYSTEMS COMPANY TNS 1410) ' Contractor's Lic. NO. CRFNNFP137LE DESIGNER Lid/An 11_, DATE JOB NUMBER 5-14 -OI 77.3 ?o l ler Illi J 0 TER t ❑ s ;i The drre-gr.�, e.`Jed gin. f Tukwila Fire ; or revisions t date N Ct.) ‘e'-% TN' 'L HJT COP. ED 7 HE Ai TA I. -T I r.rENTS. 1EJ LFTTER accedted h; t k� en • A ' � ),� of hLrl:;.) ,` ivy !°✓ilI vt a oid r -, ► .Ills f\ ))'7r,� �A I /S �✓ I 1 :. s ��alacc i require sub ,,ictal J; - • FJi 4a depattnr.� a) • ��c ~, 4.44 err Y I 1 ..... ,lis I • 143 -4 as C I T lJ) n -P I , 0 N tf FV • a ► 2 itk cD O co Ft E. 11:i-4 QLA1.4 _ .50(.7T+4 CEWTEk.—. F w'r TUK,�c LLA •b&S}-I . F AL-rc -gTIC � 11.t -1.�� 114L P. ©- . 594 ,rte- r. X71 -1q, GZ3-Z//cic �/ I Ca./ 4577 F3`S� ' �, CO. 1'GN WASHINGTON SURVEYING AND RATING BUREAU ALASKA BUILDING SaRrT E, WASHINGTON 98104 SHEET 2 f 3 OF 3 time- /a, 19E. SUBJECT PAt.,t wAy ,. 4 4E T-Vk cc)/ / 4-.41 Gu A S N / The attached plans have been approved as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for im- proved rates based upon information shown on these plans Classification as sprinklered is subject to provision of adequate heat in all areas containing wet pipe sprinkler equipment. I. A A••• L01.gC<st--7 by ClNoe-it- Care -/4S 1 #4 R4TORIC Piet c, 4 #..a F, ,-r, K c s (3 rr /4' 1 -Cb /C'o `/ St*- 2 (i / C C • /N 'r-40.. c_ `- o ,4 N 0 N 4E12 /N A C c O Ito 44. (► NP•A ,.� -r A wI U A rt. 0 5. 7-71-4.r Taro _ l T /4 2, P/PING /NS7"A4_c-cel Ubat oC2 1gv4..pi,.+G S ' N01— RE c.•••. Mtw,0 c -o • ,c4,"0 44.1 varAeelob ,v c, sr/.E-#ti 8ui o jw 6 c_n_ 14e'..,o -11 sr, Li ST CVF Oti M 1.4 1MVI.q Z..a� V ..$ 1 Kt• (LK %I C1 a rt. e S 3, P4 -o ieiOv S//e3..1T /N ra / c•av-v,1 ©.` (-VA v 5 [Nn i c 4rc..L £ 5' 57 r Cvw-rww �'0 it/.0 E" j7 c i A / c_. s /Q,24 Vr 5 t Div O /€20 d 'Co ;Pet", I/` i o Pe:7A i c i/O w "iv.; v t 4 7 / 0 n., Gv, c. 4 ,7r 5 v i , a.<t- ero zi /1r- C.s.... 4 a T- SA G- AM a O 6 Ji".t v ct -- jJ0A l J/<L4,i._j _ C C. P / e.g'- 77 /L. , A., !=�/t_ , a-` 19 i ,' D<.f c #194•eCear 0 v 'r" S I D E— - 1 �y•s► —Sa i3s, 4 Arg. A /(e700 Sc � %u�✓ — ►3TACT" RAE ve e.sa= � a � Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acc,sptance is subject to errors and omissions which do not authorize vio'at:cns of adopted standards and ordinances. The res nsi 3;zity for the adequacy of design rests totaliy tF, Rh tic; c sgrser. e>U STl ISE4Additions, deletions or revisions in ti.s e O,awiings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ITUKWILA FIRE DEPARTNIENI lease call: 575.4407 nd give this job nd exact address for shut- own or restoration approval. O Evvtio STA I t? AQEA ftJOT Tb Sc.Ac_C Final acceptance is subject to field test and inspection by I The Tukwila Fire Prevention Bureau. Date: /a/f,/9By: 1111.101.10t OCT 1 9 loa T�NANT IMPROVEMENT �i- -wOJ - Th ice, die IJ PA I $ A , 14.7 RJECT IS A TENANT IMPROVEMENT. THE BUILDING HAS ALREADY SPRINKLED AND WE ARE ADDING OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING AND LIGHTING LAYOUT. SP) z AroemNit o U • c: x 1 ST1 /OCT 1 Co5'40 P - T 0 3E(.Iv_) 1(o U 2I&t-1T ? �xisTt�� 06 - LOCAT PiP►�.:, IM c L ec)b Co2P Po lox WS -17 Coo:,t LSC Mc Leo G.-� �cc, Toys l2vs t7�ra ►� caL-i' 1(x-700 14c.Ei + a e-i?JAy._.__... tt.wtt—A (. A 981$8 QAC._ f 10 -1q -c19 ! I dr Z I. (1/4 n l'ly (Z‘SCe. ti IP (!y I `�2 Zsee- wit') l ,� / ��EWIOYE 4 Ex -I57 -14G- Stl IPti E L _ _ _ I Apo 'J J 1'(L �rAf ee. �y EXISTING �`ki ©�l.c LKtc.'r� �Ewlc�� EK (5-r/0c 324 jCt-t L ► v, 2E - los-TA u e6LUCRTItJ& A ao tJ 0 (JEvJ PPa ocr- A t,W,P,, .`fit 0 0 1 N0/3 1 P P VCYlt7" }-4-EAii U tjto s2 t. yin P k) CST TO S c.A Lx G01,ptetion Mc.44. Ssy�c C ern fica,e o �"C'•OJ Level C , r , 1 leve Adamson 444,81, 76."'S12.V 5 F 2 MATCH LINE SH.02 AREA OF WORK 1- 5� gat l ty. QUICK RESPONSE SPRINKLER TYP. FLEX DROP SCALE: N.I.S. RETAINER STRAP STEEL STRUCTURE HANGER D TOP BEAM CLAMP NUT -- BEAM CLAMP A.T.R. SIZE PER N_F.P.A RING HANGER COVERED DCCK. EAST SECTION Ti PLAN 4 a 12 wiisiseaseasevesegi SCALE 1/8'=1`-0" HANGER LEGEND SPRINKLER HEADS Ii1 Is I IT LIFT PROTECTED BY EXISTING UPRIGHTS NEW WALL li ii PROTECTED BY EXISTING UPRIGHTS fr• REVISIONS AREA OF WORK` 1': 21.0 MERCANTILE I 101 1 PROTECTED BY EXISTING UPRIGHTS Hi USERARES HOUSEWARES E P P S;O.N 2, 1, , 1: x 1.+t i1171ifs .0-'7,7-7'11; at ' _Ni SHOES EXPANaspr4 it BOOKi I —71 GENERAL NOTES DESIGN CRITERIA AND NOTES MATCH LINE SH.02 SYM TYPE MFG I MODEL ORIFICE I THREAD TEMP 1 FINISH CANOPY QTY K DATE IB DESCRIPTION QR, SSP TYCO # TY -FRB 5.6K 1 1/ 155° € CHROME CHROME 3 QR, HSW TYCO 1 TY -FRB 5.6K I 1/2" 155' 1 BRASS N/A Cf EC, DRY, HSW TYCO i DS -3 11-2K I 1' 155=. BRASS N/A APPROVALS REQUIRED: DISTRIBUTION: AUTHORITY CITY OF TUKWILA OWNER / ARCHITECT INSERSTATE CONST. GROUP TOTAL FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (V-6") WHICH ARE END TO END. 3.EARTHQIJAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA#13_ 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA#13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA FLOW JOINED VVI GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/CAST IRON THREADED FITTINGS. 3_ ALL DRY NIAJN PIPING TO BE SLOPED AT 1/4' PER 10`-0„ AND ALL DRY LINE PIPING TO BE SLOPED AT 1f2" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ `F. FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP. CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. NINO JJO-d0?JO NOLLVNOG SCOPE OF WORK FIRE SYSTEMS WEST (FSW) WILL ADD AND RELOCATE SPRINKLES FOR NEW CEILING AND WALL CONFIGURATIONS. THIS PROJECT IS A TENANT IMPROVEMENT AND WILL NOT EFFECT THE PERFORMANCE OF THE EXISTING SYSTEM. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS - LOCATING PENDENT SPRINKLERS IN ALIGNMENT AT CENTER/QUARTER POINT OF CEILING TILES. - USE OF QUICK RESPONSE SPRINKLERS. - MEETING ATTENDANCE. - FIRE EXTINGUISHERS. - SPRINKLER PROTECTION ABOVE CEILINGS. - RELOCATING EXISTING SPRINKLER PIPE FOR NEW WORK BY OTHER TRADES. - ELECTRICAL OF ANY TYPE. - PAINTING OF ANY TYPE. DESIGN CRITERIA PER NFPA 13( AND CITY OF TUKWILA awe ORDINARY HAZARD GROUP3.1 BASIC DESIGN DENSITY 0.1&GPM / 150D SQ. FT. 'ao ALL NEW PIPING TO MATCH EXISTING PIPE SCHEDULE, SYMBOL LEGEND R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. - DENOTES A SPRINKLER HEAD TO BE ADDED. X - DENOTES AN EXISTING SPRINKLER HEAD TO BE PLUGED. - DENOTES AN EXISTING SPRINKLER HEAD TO REMAIN. - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. TUKWILA FIRE DEPARTMENT Please call 206-575-44O and give this Fire Permit No. -and exact address for shift- down hutdown or restoration app1Joval,__, BUILDING PERMIT # SH.02OF02 NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. CONTRACT Nt"AM E: SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: - - p Without Comments gAs Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila FIrc 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 ailequacy of design rests totally with the designer. ,c'=ditions, deletions or revisions to these drawings miter t$s date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspecdart by The Tukwila Fire Prevention Bureau. Date: 6-6-1/ By:_ "l 51 l PAID MAY 20 2011 TUKWILA FIRE AKz/U EAST SECTION e Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q_C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET KEVIN RIDER 05120/11 2-11-10654 le 2 MATCH UNE SH.02 MATCH UNE SH.01 t; 1 INN I=MMI T i AREAOF WORK T ----- - - . "DEMO Fit. HEADS IN QFFICES AREA TQ' PROTECTED By EXISTI►G UPRIGHTS EST SECTION Ti PLAN b 4 8 12 nimosiasit SCALE 1/8"=1'-0" MERCANTILE 101 PROTECTED BY EXISTING UPRIGHTS AREA OF WORK - REMOVE EX. HEAD";'""/ IN UTILITY ROOM j (TO BE DEMOED). AREA TO BE PROTECTED BY EXISTING UPRIGHTS AREA OF WORK ` MATCH UNE SH.02 MATCH UNE SH.01 - H EN 110 0 MEN AREA OF WORK / REMOVE EX. r DDCVA SEE ATTACHED BACKFLOW REMOVAL DRAWING FOR REFRENCE NEW 45=- ELBOW - 48" FLEX DROP 0 x PER PLAN QUICK RESPONSE SPRINKLER 1-1 - EXISTING LINE TYP. FLEX DROP SCALE: N.T.S. RETAINER STRAP STEEL STRUCTURE TOP BEAM CLAMP A.T.R. SIZE PER N.F.P.A. RING HANGER 1 SYMBOL LEGEND R Y"w X • - DENOTES A SPRINKLER HEAD TO BE RELOCATED. - DENOTES A SPRINKLER HEAD TO BE ADDED. - DENOTES AN EXISTING SPRINKLER HEAD TO BE PLUGED_ - DENOTES AN EXISTING SPRINKLER HEAD TO REMAIN. - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. PER PLAN DRY EC ORDINARY HAZARD HSW CANOPY PIPING DETAIL SCALE: NTS HANGER LEGEND L F SYM TYPE MFG SPRINKLER HEADS MODEL ORIFICE THREAD REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES TEMP ; FINISH CANOPY QTY MK DATE BY DESCRIPTION R QR. SSP TYCO TY -FRB 5.6K ` 1/2' 155 i CHROME CHROME 8 A QR: SSU r r r TY -FR B 5.6K I 1/2- 155" BRASS N/A 4 APPROVALS REQUIRED: DISTRIBUTION: AUTHORITY CITY OF TUKWILA 3 OWNER / ARCHITECT INTERSTATE CONST_ GROUP 3 TOTAL 12 FIRE SYSTEMS WEST 3 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWVRITERSAPPROVED_ 2, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 413. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13_ 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1_ ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA.FLOW JOINED WI GROOVED COUPLINGS AND FITTINGS(UNO). Z. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FITTINGS_ 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2 PER 10.0'. 4_ ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT! HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION • NO CLOSER THAN 4" TO GRID. BUILDING PERMIT # CONTRACT NAME SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 - CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: WEST SECTION Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q -C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET KEVIN RICER 05/20/11 2-11-10654 2 of 2 e EX. UC EXISTING VA 8" DOUBLE CHECK I X > > X SITE PLAN a 25 60 75 SCALE 1" = 50' EXISING UNDERGROUND PARKING LOT 7 6 SAVERSIVALUE VILLAGE 16700 SOUTHCENTER PARKWAY CONSTRUCTION TYPE: TYPE -II FULLY SPRINKLERED OCCUPANCY TYPE: Ill- MERCANTILE PROJECT AREA: 52,196 S.F. /AREA OF WORK *3150 8 Jw EXISING UNDERGROUND MEzz MAIN FLOOR (A" E)XITIls4,,GSRISER DETAIL 10 SCALE 1/T=1'-0" MEZZ MAIN FLOOR ( NEW WORK RISER DETAIL SCALE 1/T=1'-0" 1.TAKE SYSTES1 OUT OF SERVICE 2. REMOVE EXISTING r DDCVA 3. INSTALL NEW 8" SCH. 10 PIPE FLANGE X FLANGE 4. PUT SYSTEM BACK INTO SERVICE SCOPE OF WORK - THIS PROJECT IS A TENANT IMPROVEMENT. FIRE SYSTEMS WEST IS REMOVING AN EXISTING 8" DOUBLE DEI ECTOR CHECK VALVE ASSEMBLY FROM INSIDE THE BUILDING DUE TO AN EXISTING 8" DOUBLE CHECK VALVE ASSEMBLY LOCATED IN AN EXISTING VAULT IN THE PARKING AREA AND REPLACING WITH 8" SCH, 10 PIPE. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40"F TO PREVENT FREEZING. EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. - PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE, - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES. DESIGN CRITERIA PER NFPA 13(2007) AND CITY OF TUKWILA MERCANTILE - ORDINARY HAZARD GROUP I (0.15 GPM/SF.) ALL NEW WORK SHALL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SITE SYMBOLS Gloom. mob EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE EXISTING FIRE HYDRANT EXISTING GATE VALVE IN ROADWAY BOX BACKFLOW REMOVAL BUILDING PERMIT # CONTRACT NAME: SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: DESIGN CRITERIA AND NOTES A U -NOOK B SUPER SCREW L R4 L -ROD WASHER PLATE C CONCREINSERT TOP BEAM CLAMP N P SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGH- PENDENT I SPRINKLERS - UP & DN TEE SIZE IOPEN'G SYM OPEN'G UP DOWN SYM TYPE MFG MODEL ORIFICE THREAD CANOPY QTY MK A DATE BY DESCRIPTION POWDER DRIVEN STUD C F HDI -P R T WEDGE ANCHOR TRAPEZE CEILING FLANGE U 1/2" 3/4" 3/8" 7/16" 1/2" SPRAY 17/32" SPRAY O? 1/2" ` 1/2" 1" I 1" 3/4" ` 1" 1" - 1/2" 1" A A 112- 1" A 1/2" APPROVALS REQUIRED: DISTRIBUTION: H SIDE BEAM BRACKET W SIDEWINDER SHORT CLIP X Y 1/2" 3/8" 7/16" 1/2" SIDEWALL 1/2" 1" 1/2" DRY TYP 1" I TEMP _ RATING 1" 165`. 200° CITY OF TUKW1LA OWNER / ARCHITECT CITY OF TUKWILA OWNER / ARCHITECT 0 286' TOTAL FIRE SYSTEMS WEST 0 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1`-6") WHICH ARE END TO END. 3,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA#13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA#13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE, 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 10 JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL THREADED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 40 JOINED W/ IMPORT CAST IRON THREADED FITTINGS_ 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0"_ 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP; CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: BOB COLLINS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET KEVIN RIDER 8/23/08 2-11-10654 1 OF 1 E:13::06::02 - fi 0 0 BEAM CLAMP A.T.R. SIZE-- [1 PER N.F.P.A. ci 11 it STRUCTURAL BEAM j —RETAINER STRAP RING HANGER HANGER DB BOTTOM BEAM CLAMP SAMMY XPRESS (STEEL) €i r•° i I i COVERED DOCK 3— SWING PIPE UP 111 i ;I Hsi ) ,j —T I EXPANSION Z*9-5 FF it - 11 )!"w, -F ` f - �/Y r � Z Y -- 11j6 11-6 -p/ 11-6' ;11-6 L al 1300 t_ - Ems- � 14—_ _ 11-6 11-8 3-0 ,acs"' 8-3 f' ,fir_: Q t e PIPE ON -4 1.1 1• n 2 �L, 0 * 9-6 FF LL L = = i Tei 1 s a 11.6 I= trigi 110 Ip 1I -11 • L ---,Tr-- _lam 1 END OFUNE =1I RESTRAINER 1 (•X 2) END OF LINE RESTRAINER (TYP.X 2) MERCANTILE 101 71 I Ti Ti 0 I U U ; EAST SECTION Ti PLAN SCALE 1/8"=1'-0" HANGER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES L ! -R: O D SYM TYPE 0 QR/SSU MFG I MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK TYCO TY -3131 5.6K 1/2' 155' BRASS N/A 12 8/5/11 BY CL DESCRIPTION ADDITION OF 12 HEADS r- =: 3 V11r.1 1 __r_ A A WEDGE E: ,GE I _ A A fEL APPROVALS REQUIRED: AUTHORITY DISTRIBUTION: CITY OF TUKWILA 3 OWNER / ARCHITECT INSERSTATE CONST. GROUP TOTAL 12 FIRE SYSTEMS WEST 3 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED_ 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13_ 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED WI GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/CAST IRON THREADED FITTINGS_ 3. ALL DRY MAIN PIPING TO BE SLOPED AT 114' PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2' PER 10'-0". 4_ ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED= 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP. CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT! HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. \,_3-5/8" 20 GA MTL STUDS @ 16' OC 1/2" GWB EACH SIDE SWIVEL ATTACHEMENT ` 3/8 ALL THREAD ROD -- RING HANGER Al NO ddO-d030 NOIIVNOQ SCOPE OF WORK FIRE SYSTEMS WEST (FSW) WILL ADD AND OR RELOCATE SPRINKLES FOR NEW CEILING AND WALL CONFIGURATIONS. THIS PROJECT IS A TENANT IMPROVEMENT AND WILL NOT EFFECT THE PERFORMANCE OF THE EXISTING SYSTEM. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS - LOCATING PENDENT SPRINKLERS IN ALIGNMENT AT CENTER/QUARTER POINT OF CEILING TILES. - USE OF QUICK RESPONSE SPRINKLERS. - MEETING ATTENDANCE. - FIRE EXTINGUISHERS. - SPRINKLER PROTECTION ABOVE CEILINGS, - RELOCATING EXISTING SPRINKLER PIPE FOR NEW WORK BY OTHER TRADES. - ELECTRICAL OF ANY TYPE. - PAINTING OF ANY TYPE. DESIGN CRITERIA PER NFPA 13(2010) AND CITY OF TUKWILA. ORDINARY HAZARD GROUP II. BASIC DESIGN DENSITY 0.20 GPM / 1500 SQ. FT. ALL NEW PIPING TO MATCH EXISTING PIPE SCHEDULE. SYMBOL LEGEND +!R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. FLOW INFORMATION STATIC: 150 PSI (TAKEN FROM PRESSURE GAGE ON RISER) RESIDUAL 125 PSI (TAKEN FROM ALARM VALVE TEST DATED 5/10/10) FLOW @ 20 PSI: 5918 GPM (FLOW 2 20 PSI PROVIDED BY MIKE COUSICK OF TUKWILA PUBLIC WORKS) - DENOTES A SPRINKLER HEAD TO BE ADDED. - DENOTES AN EXISTING SPRINKLER HEAD TO BE PLUGED. O !I - DENOTES AN EXISTING SPRINKLER HEAD TO REMAIN. - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. VICINITY MAP SCALE: NTS BUILDING PERMIT # CONTRACT NAME: EAST SHT 01 WEST SHT. N/A SAVE /VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: AREA OF WORK Please call 206-575-4407 and give this Fire Permit No. Il - s- . and exact address for shut- down or restoration approv EAST e Systems Wes 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: Q.C. INSTALL BY: DESIGNER KEVIN RIDER DATE JOB NUMBER SHEET 6/02/11 2-11-10654 1 OF 1 Lc c 0,46 DATE: O9/09/1I 0 (73t U C c c STORAGE CLOSET 203 J ERCHANDISING OFFICE 204 FIXTURE STAGING 1.202= EAST SECTION TI PLAN A 8 12 SCALE 1f8"=1' -O" N.I.C. � 1 DJC}; T HIS_ DIM AS NEED IT END OF ME RESTRAINER,; +4� 1-5 FF ADJUST ELEV. ASNEED R RNG PPE AT T.1'• ELEV. STRUT PIPE CLAMP 318 X 2'/4 KWIK BOLT PS -200 -EH STRUT x 14 —CONCRETE WALL HANGER TR STAND OFF HANGER PIPE DET. SCALE N.T.S. 'TUKWILA FIRE DEPARTMENT Please call 206-575-=407 and give this Fire Permit No. 1/- and exact address for shut- down or restoration approval. DRY HEAD DET. SCALE N,T.S. EAST MF77 LVL SHT01 WEST MEZZ LVL SKr. N/A KEY PLAN SCALE: NTS AREA OF WORK e4 EAST MEZZ LVL HANGER LEGEND SPRINKLER HEADS L L- ROD F` `..I =_ SYM A TYPE MFG I MODEL ORIFICE THREAD TEMP FINISH CANOPY DRY/HSW TYCO I DS -1 5.6K 1- 155° CHROME CHROME QTY 4 MK DATE BY REVISIONS DESCRIPTION GENERAL NOTES DESIGN CRITERIA AND NOTES D/8/11 CL DRY HEADS ON CANOPY r f CP), w c'4 w rC 4 . HAP E A A /\ APPROVALS REQUIRED: AUTHORITY DISTRIBUTION: CITY OF TUKWILA 3 OWNER / ARCHITECT INSERSTATE CONST. GROUP 3 SF TOTAL 4 FIRE SYSTEMS WEST 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13_ 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13_ 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED WI GROOVED COUPLINGS AND FITT1NGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FITTINGS. 3_ ALL DRY MAIN PIPING TO BE SLOPED AT 114 PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 12" PER 10-0". 4_ ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. BUILDING PERMIT # CONTRACT NAME: SAVERS/VALUEVILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: Fire Systems Wesi 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fay (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET KEVIN RIDER 6/02/11 2-11-10654 2 OF 2 — FILE:2-11-10654_(SMc3 Plan).cad DATE:05.31111 TIME09:4031 SOUTNCENTERPARKWAY T TSC ERRING UIDERGROUND 1111111111111111111I11111111 innninniiiiinnnnnin C Eb5T8NGVAULT 8' DOUBLE COECK VALVE ASSEMBLY SITE PLAN 7 25 50 75 50//445543865/5415/51/ SCALE 1°-50' !DOSING UNDERGROUND ml SAVERSNALUE VILLAGE 18N0 SWIMMER PARKWAY CONSTRUCTION TYPE: TYPE. FULLY SPRINIXLERED OCCUPANCY TYPE:14.MERCANTILE PROJECT ATEA: R ISE SF. AREA OF WORK `2 .15 8 Edi EXISING UNDERGROUND I2 J LIEZZ EXISTING 8• DOCVA ZLEDINALKI S MODEL. N58 MAIN FLOOR 0EXISTING_RISER DETAIL 0 I 2 3 SCALE 1rr=1'-0• MEM MAN FLOOR e NEW WORK RISER DETAIL I.TAKE SYSTEM OUT OF S9iVK:E 2 REMOVE EXISTING 8" DOCVA i INSTALL NEW 8• SCH.18 PIPE FLANGE X FLANGE 4. PUT SYSTEM BACK INTO SERVICE 0 1 2 3 SCALE 12'=1' -0 - SCOPE OF WORK - THIS PROJECT ISA TENANT IMPROVEMENT. FIRE SYSTEMS WEST IS REMOVING AN EXISTING 8' DOUBLE DETECTOR CHECK VALVE ASSEMBLY FROM INSIDE THE BUILDING DUE TO AN EXISTING 8" DOUBLE CHECK VALVE ASSEMBLY LOCATED IN AN EXISTING VAULT IN THE PARKING AREA AND REPLACING WITH 8' 5CH. 10 PIPE. CLARIFICATIONS - ALL AREAS PRO I ELI ED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. - PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE, - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT. WIRING AND SERVICES. DESIGN CRITERIA PER NFPA 13(2010) AND CITY OF TUKWILA MERCANTILE - ORDINARY HAZARD GROUP II (0.20 GPM/SF.) ALL NEW WORK SF AU. BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SITE SYMBOLS 2 -• S EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE EXISTING FIRE HYDRANT EXISTING GATE VALVE IN ROADWAY BOX }}}r rrr lr'JJ ,'. s'dr1'R' rrJ.r• d-jll • • el .3e, jd}d.� ti Yr:w.f.,:`SAN• : :.•. d d 71;W:$•:;:ef;'rill'I:LI::::::::::: '�.:•.•. ▪ :▪ t�q 1R'l:r:d: ll d.::Yr:44.4,8 4•::::�-`dl.:Y▪ : l ▪ 4▪ 1`'1'••F'r.'n: lYdd: • l Edii e•'' '.}'rt r '•j': r{L rti_ci«.7q • • rr�y••r r r rS'• e }} }1:::jA "d Yrr wiled §5}" '�..d ...a xi • •• •• •••••••••••......••••••••0,,,•,••••••:•:•:-. ••d:▪ :1dl: •:.Yee ::••::T"`:::::::::::::::`:::::::::::::?•: d.:::� :::•ld: • • •...•.•r:::.Y.fl• •.:::Y.:• �::: eddy O :44•741'35 SS }}}}:•V*M ��L•d.:•}:.Y.ti•.▪ e • : ▪ r::.:`PiT▪ h•d VICINITY MAP SCALE HTS BACKFLOW REMOVAL BUILDING PERMIT # CONTRACT MAINE' SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUIMALA WA 98188 CONTRACT WTI -t INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax: HANGER LEGEND SPRIN<LER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A U-HDCK B SUPER SCREW C CONCRETE INSERT D E TOP BEAM CLAMP L L -ROD N WASHER PLATE SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGH- PENDENT TEE SIZE SPRINKLERS- UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION OPENG SYM OPENG UP DOWN P POWDER DRNEN STUD R WEDGE ANCHOR 1/2" 3/8' 7/16" 1/7 SPRAY 12' 1/2" !� 1" * 1. F HDI -F T TRAPEZE O CEILING FLANGE U 3/4" 17/32" SPRAY } 3/4' 1- 1" 0 1/T 1' 12' H SIDE BEAM BRACKET W J SIDEWINDER K SHORT CLIP 1/2" 3/8' 7/16" 1/2' SIDEWALL 1 /2" { 1" 12- DRY TYP 1• 1" TEMP RATING 12- 155' APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA 0 0 est 200` 286' OWNER /ARCHITECT OWNER / ARCHITECT 0 TOTAL FIRE SYSTEMS WEST 0 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 6 DIMENSIONS SHOWN THUSLY (1-6") WHICH ARE END TO END. 3.EARTHOLIAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA GIS 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 10 JOINED IN/ GROOVED COUPLINGS AND FTTTINGS(UNO). 2. ALL THREADED ERANCHLINE PIPING TO BE IMPORT SCHEDULE 40 JOINED W/ IMPORT CAST IRON THREADED FITTINGS. 3. AU. DRY MAIN PIPING TO BE SLOPED AT 114' PER 10'.O AND ALL DRY UNE PIPING TO BE SLOPED AT 1/2' PER 10'-0•. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'P FOR FLEXIBLE 7. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (LINO). Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CLE FIRESWI 14051 Q.C. FAB BY. BOB COLLINS O. C. INSTALL BY: DESIGNER DATE JOB NUMBER I SHEET KEVIN RIDER 223'03 2-11-10554 1 OF 1 - FILF_2-11-10054 I v. 01 (Flet PIao1.Ca0 OATE'06 02f1 T TINIF: 12: 41'1R U O MATCH LINE SH.02 1 , SCALE 1/8"=1'-0- AREA OF WORK Riser Tag Design Basis Occupancy- Total Sprinklers: Number Of Sprinklers Calculated: K -Factor. Orifice Size- Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Thai Demand Flox(gpm): Fressu�re{psI): I' .-r O Ordinary Group I!- Covered Dock 45 2 11.2 0.5 0.2O9pm/f , 0.269pm/ft' 1500.OQTt (Actuai a43.56ft') 102 72 73.75 NEW 45' ELBOW _ 48" FLEX DROP - r:S r QUICK RESPONSE SPRINKLER TYP. FLEX DROP SCALE N.T.S RETAINER STRAP / NUT STEEL STRUCTURE e. • - - BEAM CLAMP AT.R. SIZE PER NFPA HANGER D TOP BEAM CLAMP rs. 13 6 PIT-TP1-17 lJ /fW;f1 PT �1'.iY1TtT v 4" r t T'4 ` 1 111 i CMEREC L_ DOCK j r' T I E; PROTEC1D BY EXISTNO UPRIGHT J -1- n U ti PROTE NEW WALL 4i BY EOSTRJG IPRIGHTS; OIL ill 1 i'ti -i i 1- i I '11 JI m I� 104 HOU:EV/AP3S FhP4hSad -7-21ixif.dTY R 1 IIS : .Ter AREA Of WORK $1 u. �rtl fit' alk 21-0 r, 4 EA4ST SECTION TI PLAN 8 12 '1 Ir IY Ir f WER ANTILE �_f91 PROTE;TED BY EXISTING UPRIG iTI ri f 1' Lt 9' 91 "I Ti r• I' r' U, IP ti FLOW INFORMATION STATIC: 160 PSI (TAKEN FROM PRESSURE GAGE ON RISER) RESIDUAL: 125 PSI (TAKEN FROM ALARM VALVE TEST DATED 5/10/10) FLOW @ 20 PSI: 5918 GPM (FLOW 1020 PSI PROVIDED BY MIKE COUSICK OF TUKWILA PUBLIC WORKS) a CC r I I HUTCH LINE SIL02 AINO ddO-d08C1 NOLLVNCG SCOPE OF WORK FIRE SYSTEMS WEST (FSW) WILL ADD AND RELOCATE SPRINKLES FOR NEW CEILING AND WALL CONFIGURATIONS. THIS PROJECT IS A TENANT IMPROVEMENT AND WILL NOT EFFECT THE PERFORMANCE OF THE EXISTING SYSTEM. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS - LOCATING PENDENT SPRINKLERS IN ALIGNMENT AT CENTER/CUARTER POINT OF CEILING TILES. - USE OF QUICK RESPONSE SPRINKLERS. MEETING ATTENDANCE. - FIRE EXTINGUISHERS - SPRINKLER PROTECTION ABOVE CEILINGS. - RELOCATING EXISTING SPRINKLER PIPE FOR NEW WORK BY OTHER TRADES. - ELECTRICAL OF ANY TYPE. - PAINTING OF ANY TYPE. DESIGN CRITERIA PER NFPA 12(2010)AND CITY OF TUKWILA. ORDINARY HAZARD GROUP II. BASIC DESIGN DENSITY 0.20 GPM / 1500 SQ. FT. ALL NEW PIPING TO MATCH EXISTING PIPE SCHEDULE. SYMBOL LEGEND OR - DENOTES A SPRINKLER HEAD TO BE RELOCATED. - DENOTES A SPRINKLER HEAD TO BE ADDED. • - DENOTES AN EXISTING SPRINKLER HEAD TO BE PLUGED. 4! - DENOTES AN EXISTING SPRINKLER HEAD TO REMAIN. - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE 9.49,3•••••••1111•••••••••••1%-ti•:�� �� r Are •.S•3P7•t.`A r N: .� •.... a• f •.LA•R J•.fTi .rX ti IAMti ti ' Ng"a3 rAYrd • :�iti ': �'S�f tii �' :7:: } i w rr rL • rj { lrrr rr }l 7r7 TA. 4; jr.; rtisS'. :'.N-PAAr:: :a 'S�'r..:-... Iff.::. ....ewer..A'...1.•:. l•..:•.:.Y.h�Wj_1 L :`. yNj.yfr�1�'�� 0.-•f 7,7 .'r il It';NT?: fry a eV rrr . VICINITY MAP SCALE: NTS „z, SH.02 OF 02 KEY PLAN EAST SECTION HANGER LEGEND I, I; r SYM TYPE 11 MFG MODEL 0 QR, SSP TYCO 1Y -FRB ( QR, NSW 1 TYCO TY -FRB r':rnat:�: Omv[•l' 'JD -C, DRY, H TYCO DS -3 SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES ORIFICE THREAD 5.6K 1/2- 5.6K 11.2K 1/2" 1" TEMP 155' 155' 155' FINISH CHROME BRASS BRASS CANOPY QTY CHROME 3 N/A 1 N/A 2 MK 1 DATE Q! BY DESCRIPTION r 1 Ol APPROVALS REQUIRED: AUTHORITY DISTRIBUTION: CITY OF TUKWILA 3 TOTAL 6 OWNER /ARCHITECT INSERSTATE CONST. GROUP FIRE SYSTEMS WEST 3 3 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER E DIMENSIONS SHOWN THUSLY (1-6') WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE MTH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDA4CE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA#13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SNAIL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOI•IED W/ GROOVED COUPUI4GS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 114' PER 10.-1r AND ALL DR,' UNE PIPING TO BE SLOPED AT 1/2 PER 10'-0•. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI'F' FOR FLEXIBLE S ALL HANGERSAT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT! HDI -P (UNG). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION • NO CLOSER THAN 4' TO GRID. BUILDING PERMIT # CONTRACT NAME SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone:1253) 435-0949 Fax: fire Systems West 208 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax (253) 735-0113 `1JA CL# FTRESWI 14C81 C.C. FAR BY: 'JE3iGFER O.C. INSTALL EY: DATE JOE NUMBER Stitti KEVN RICER ❑6'6/1./11 2.11-1 DE54 1012 tl OATPO&I?(11 TIMF 12 44'24 MATCH LIE SH.02 MATCH LIE 51491 • 1 rt I n I -I U f t '<. /I II I 3IX II I t � `Ih �, ' Y I I 1: W Li 1 J H —"—=—i, F WEST SECTION TI PLAN 0 4 8 12 SCALE 1!8"=1' -O - I J lit Ir 14 W Ih Li r �1 u AREA OFWVORK OC#EADS IN OFFICES AREA TO EE PROTECTED = BY EXlSTpdG UPRIGHTS IN IN M L r IT L ri 6ERGVMTILE 101 1 PROTEGITED BY EXISTING UPR,GiTS • • • r rt R Li Li J 11 IT Li u u u H - Li IN ✓ N V Ir L a • AREA OF WORK / Y REMOVE EX. HEAor�p^�^�— IN IMUTY ROOM 'I (TO BE DE71O8 ) AREATO BE PROTECTED BY EXISTING UPRIGHTS MATCH LINE SH12 MATCH LINE SHAH ELEC 0 [Tic I Q 1 • .I • 41 I - .L, Wil- .L'..,. L L AREA OF WORK REMOVE EL r DOCVA SEE ATTACHED BACKFLOW IE REMOVAL DRAWING FOR FFEIICE NEW 4r ELBOW - 48' FLEX DROP Ery.... - —EXISTING LINE O --. _ QUICK RESPONSE SPRINKLER TYP. .T.S. FLEX DROP SCALE: N — NUT STEEL STRUCTURE BEAM CLAMP HANGER 0 TOP BEAM CLAMP AT.R. SIZE PER N.F.P.A RING HANGER SYMBOL LEGEND OR - DENOTES A SPRINKLER HEAD TO BE RELOCATED. - DENOTES A SPRINKLER HEAD TO BE ADDED. - DENOTES AN EXISTING SPRINKLER HEAD TO BE PLUGED. ® - DENOTES AN EXISTING SPRINKLER HEAD TO REMAIN. — — — — - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE SI -1.01 OF 02 7////// /& KEY PLAN w SCALE NTS DRY ECORDINARY HAZARD / HEW L41 ' • W ✓ O `v x a a PER PLAN 216 CANOPY PIPING DETAIL SCALE: NTS WEST SECTION HANGER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION — FILE2-11-10t3. 4 Rgv.01 (Rnor P I-1 R QR. SSP TYCO TY -FRB 5.6K 1/2- 155' CHROME CHROME 8 A n QR, SSU TYCO TY -FRB 5.6K 1/7 155' BRASS N/A 4 I PiTp.i:.-:, DTI VC•t' .T' .!p S/:DG:.;ac;-'C,=. A Q1 APPROVALS REQUIRED: DISTRIBUTION: `I IT' "_ LPI. ") rHA'L'ICr, AUTHORITY CITY OF TUKWILA 3 • OWNER / ARCHITECT INTERSTATE CONST GROUP 3 5-17).0 TOTAL 12 FIRE SYSTEMS WEST 3 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-8) WHICH ARE END TO END. 3, EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE NMTH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA 013. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FIRINGS, THREADED AND WELDED SHAJ. BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER INPIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYTTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TOSE DYTIA•FLOW JDNED W/ GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 114' PER 10'47' AND ALL DR" UNE PIPING TO BE SLOPED AT 1/7 PER 10'-0'. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W.F. FOR FLEXIBLE. 5. AU. HANGERSAT STEEL BAR JOISTS AND WIDE FLANGE BEANS TD BE TOP BEAM CLAMP, CEILING FLANGE OR SAMMY SIDELMNDER (UNO)_ 6. AU. HANGERS AT CONCRETE SLABS TO BE HILT1 WD1-P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION • NO CLOSER THAN e TO GRID. BUILDING PERMIT # CONTRACT NAME: SAVERS/VALUE VILLAGE 16700 SOUTH CENTER PARKWAY TUKWILA WA 98188 CONTRACT WITH: INTERSTATE CONST. GROUP INC. 437 29TH ST. NE, SUITE F PUYALLUP WA 98372 CONTACT: ROBERT BRAZIER Phone: (253) 435-0949 Fax Fire Systems s West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax (253) 735-0113 WA CLT FIRESWI 14C81 C.C. FAB BY: O C. INSTALL EY_ DESIGNER DATE JOS NUMBER SHEET KEV N RIDER 0610211 i 2.11-10654 2vi2 FIRE ALARM & DETECTION SYSTEM FIRE &S'ECURITY www. ki r 3yelectric.com ❑ Without Comments E' As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City st7r.dards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after 1 is 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: 5 (0-1( By: 115 -1.6%11 Break„ ifIqhale Glq"'Y' os dediCc414 rAGP L4,-41 $ C rc.4- brtgictvS . !`.kl I ihil,„kost)Gkeutces -k 6< v01, -t adlu(.4_,swl1L d/YCA1U-4NA 44 cc%.4 s �,�... /' 3E Shy l( A .rf 1liCWOA kf sOt2i- 1111 "FittAl AA.. C041.0( `.�-eIeUfl.,za( TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. ✓0)1,. oirXY • JOB CONTACTS GENERAL PROJECT INFORMATION DEREK MCCOY DEREK©KIRBYELECTRIC.COM DRAWING/DESIGN INFORMATION VITALY KALCHIK VITALY©KIRBYELECTRIC.COM TECHNICIAN SCHEDULING DEREK MCCOY DEREK®KIRBYELECTRIC.COM ❑ Without Comments E' As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City st7r.dards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after 1 is 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: 5 (0-1( By: 115 -1.6%11 Break„ ifIqhale Glq"'Y' os dediCc414 rAGP L4,-41 $ C rc.4- brtgictvS . !`.kl I ihil,„kost)Gkeutces -k 6< v01, -t adlu(.4_,swl1L d/YCA1U-4NA 44 cc%.4 s �,�... /' 3E Shy l( A .rf 1liCWOA kf sOt2i- 1111 "FittAl AA.. C041.0( `.�-eIeUfl.,za( TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. ✓0)1,. oirXY • FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKWILA TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: PAID MAY 24 2011 TUKWILA FIRE y7 SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: VK CHECKED BY: JOB NO.: SHEET FA OF SHEET INDEX PAGE: DESCRIPTION FA TITLE SHEET FA1 COVER SHEET FA2 MAIN FLOOR FIRE ALARM PLAN FA3 MEZZANINE FIRE ALARM PLAN FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKWILA TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: PAID MAY 24 2011 TUKWILA FIRE y7 SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: VK CHECKED BY: JOB NO.: SHEET FA OF PROJECT NOTES 1. ALL SPEAKERS TO BE TAPPED AT 1/2 WATT 2. CEILING MOUNT H/S SHALL NOT BE MOUNTED HIGHER THAN 30' AFF TO LENS. P�P� JQ ���J PJ APG A B C D E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION • • 3 WATER FLOW • • 4 TAMPERS • 5 Ply • 6 DUCT DETECTOR • • A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.TS GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: STANTEC ARCHITECTURE REDMOND, WA FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA FIRE &SECURITY BATTERY CALCULATIONS VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL DEVICE QTY. CKT. lA CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 5808 PANEL 1 0.17 0.325 ANNUNCIATOR 1 0.02 0.025 AIM MODULE 4 0.00055 0.00055 PHOTO SMOKE 1 0.00055 0.00055 PULL STATION 6 0.00055 0.00055 15CD STROBE ONLY 2 2 0 0 0 0 0.066 15CD HORN STROBE 1 1 0 0 0 0 0.068 110CD HORN STROBE 10 5 5 0 0 0 0.201 SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Panel Calcs. 1.205 1.005 0 0 OHMS: VOLTS @ EOL. 266 1.3406 22.385 220 1.1088 22.886 O 0 24 O 0 24 0.17 0.325 0.02 0.025 0.0022 0.0022 0.0006 0.0006 0.0033 0.0033 0 0.132 0 0.068 0 2.01 0.1961 2.5661 %VOLTAGE DROP 6.731 BATTERY LOAD REQ. TOTAL 4.643 STANDBY 0.1961 24 4.7052 0 ALARM 2.5661 0.0833 0.213752 0 AMP DRAW AMP REQUIRED 4.7052 5.64624 BATTERY SIZE: 12 VOLT 12 AMP 1A 2A 1B 110 110 110 15 110 110 IF IF vfir V 15 15 r V I U 1111 iU • Br i©i • • E.O.L. 110 110 110 110 110 TT i■i • i•i - II 1C © El 0 MI ANN 3A RJ31 X TELCO 120VAC Ply E.O.L. P 185 185 185 185 185 185 4A V vir P 185 185 185 185 185 185 185 5A 6A V 110 110 110 110 T _ V V V ,6; I■► I■i I■i E.O.L. E.O.L. 110 110 110 110 110 110 185 V -11i r IF 1 gm Imp 'r FIRE ALARM RISER V V V i�i 111 P E.O.L. E.O.L. SCALE: N.T.S. P P P FIRE & SECURITY DEVICE 5495 POWER SUP. 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Power Supply QTY. CKT. 1A 1 11 1 12 6 CKT. 2A BATTERY CALCULATIONS & VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 1 0 0 6 0 0 0 2.056 1.77 0.804 1.407 0.075 0 0 0 0.175 0.201 0.286 0.295 0.075 0.175 O 2.211 0 0.286 O 3.54 0.075 6.212 OHMS: VOLTS @ EOL. %VOLTAGE DROP 205 1.0332 21.876 8.851 BATTERY LOAD REQ. TOTAL 230 1.1592 21.948 8.549 STANDBY 0.075 24 1.8 215 1.0836 23.129 3.63 ALARM 6.212 0.0833 0.51746 250 1.26 22.227 7.387 AMP DRAW AMP REQUIRED 1.8 2.16 BATTERY SIZE: 12 VOLT 7 AMP MiST FIRE & SECURITY www.kirbyelectric.com 4826 NB'° St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKwILA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: K CHECKED BY: SHEET FA1 JOB NO.: OF FIRE ALARM LEGEND SYMBOL DESCRIPTION SCHEDULE FIRE ALARM CONTROL PANEL FACP 14 GAUGE 2 CONDUCTOR (FPLP) B FIRE ALARM ANNUNCIATOR ANN HEIGHT # POWER SUPPLY P.S. OUTDOOR HORN/STROBE 96" POST INDICATOR VALVE PIV 80" FIRE ALARM MANUAL PULL STATION P 48" FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING 01 "`����'"' CEILING MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING 60" BEAM SMOKE DETECTOR BS 60" BEAM REFLECTOR BR 96" MINI -HORN AM 60" WALL MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING S 0 CEILING MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING ANNUNCIATOR IM DRY FLOW SWITCH DF WATER FLOW SWITCH M HIGH/LOW AIR HL TAMPER SWITCH T DRY TAMPER SWITCH 1 ® RELAY S0 SMOKE DETECTOR SS SMOKE DETECTOR W/ SOUNDER BASE SR SMOKE DETECTOR W/ RELAY BASE 0H HEAT DETECTOR r'1 STROBE SPEAKER # INDICATES CANDELA RATING ES WALL -MOUNT SPEAKER STROBE INDICATES CANDELA RATING -.A?..)- DUCT SMOKE DETECTOR SPRINKLER RISER SR EXTERIOR BELL B WATER BELL MONITOR MODULE M E.O.L. END OF LINE RESISTOR (E) EXISTING NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS PROJECT NOTES 1. ALL SPEAKERS TO BE TAPPED AT 1/2 WATT 2. CEILING MOUNT H/S SHALL NOT BE MOUNTED HIGHER THAN 30' AFF TO LENS. P�P� JQ ���J PJ APG A B C D E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION • • 3 WATER FLOW • • 4 TAMPERS • 5 Ply • 6 DUCT DETECTOR • • A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.TS GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: STANTEC ARCHITECTURE REDMOND, WA FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA FIRE &SECURITY BATTERY CALCULATIONS VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL DEVICE QTY. CKT. lA CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 5808 PANEL 1 0.17 0.325 ANNUNCIATOR 1 0.02 0.025 AIM MODULE 4 0.00055 0.00055 PHOTO SMOKE 1 0.00055 0.00055 PULL STATION 6 0.00055 0.00055 15CD STROBE ONLY 2 2 0 0 0 0 0.066 15CD HORN STROBE 1 1 0 0 0 0 0.068 110CD HORN STROBE 10 5 5 0 0 0 0.201 SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Panel Calcs. 1.205 1.005 0 0 OHMS: VOLTS @ EOL. 266 1.3406 22.385 220 1.1088 22.886 O 0 24 O 0 24 0.17 0.325 0.02 0.025 0.0022 0.0022 0.0006 0.0006 0.0033 0.0033 0 0.132 0 0.068 0 2.01 0.1961 2.5661 %VOLTAGE DROP 6.731 BATTERY LOAD REQ. TOTAL 4.643 STANDBY 0.1961 24 4.7052 0 ALARM 2.5661 0.0833 0.213752 0 AMP DRAW AMP REQUIRED 4.7052 5.64624 BATTERY SIZE: 12 VOLT 12 AMP 1A 2A 1B 110 110 110 15 110 110 IF IF vfir V 15 15 r V I U 1111 iU • Br i©i • • E.O.L. 110 110 110 110 110 TT i■i • i•i - II 1C © El 0 MI ANN 3A RJ31 X TELCO 120VAC Ply E.O.L. P 185 185 185 185 185 185 4A V vir P 185 185 185 185 185 185 185 5A 6A V 110 110 110 110 T _ V V V ,6; I■► I■i I■i E.O.L. E.O.L. 110 110 110 110 110 110 185 V -11i r IF 1 gm Imp 'r FIRE ALARM RISER V V V i�i 111 P E.O.L. E.O.L. SCALE: N.T.S. P P P FIRE & SECURITY DEVICE 5495 POWER SUP. 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Power Supply QTY. CKT. 1A 1 11 1 12 6 CKT. 2A BATTERY CALCULATIONS & VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 1 0 0 6 0 0 0 2.056 1.77 0.804 1.407 0.075 0 0 0 0.175 0.201 0.286 0.295 0.075 0.175 O 2.211 0 0.286 O 3.54 0.075 6.212 OHMS: VOLTS @ EOL. %VOLTAGE DROP 205 1.0332 21.876 8.851 BATTERY LOAD REQ. TOTAL 230 1.1592 21.948 8.549 STANDBY 0.075 24 1.8 215 1.0836 23.129 3.63 ALARM 6.212 0.0833 0.51746 250 1.26 22.227 7.387 AMP DRAW AMP REQUIRED 1.8 2.16 BATTERY SIZE: 12 VOLT 7 AMP MiST FIRE & SECURITY www.kirbyelectric.com 4826 NB'° St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKwILA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: K CHECKED BY: SHEET FA1 JOB NO.: OF WIRING LEGEND DEVICE HEIGHT SCHEDULE A 14 GAUGE 2 CONDUCTOR (FPLP) B DEVICE C HEIGHT # CIRCUIT NUMBER OUTDOOR HORN/STROBE 96" HORN/STROBE 80" PULL STATION 48" FIRE ALARM CONTROL PANEL 60" POWER SUPPLY 60" BELL 96" ANNUNCIATOR 60" PROJECT NOTES 1. ALL SPEAKERS TO BE TAPPED AT 1/2 WATT 2. CEILING MOUNT H/S SHALL NOT BE MOUNTED HIGHER THAN 30' AFF TO LENS. P�P� JQ ���J PJ APG A B C D E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION • • 3 WATER FLOW • • 4 TAMPERS • 5 Ply • 6 DUCT DETECTOR • • A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.TS GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: STANTEC ARCHITECTURE REDMOND, WA FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA FIRE &SECURITY BATTERY CALCULATIONS VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL DEVICE QTY. CKT. lA CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 5808 PANEL 1 0.17 0.325 ANNUNCIATOR 1 0.02 0.025 AIM MODULE 4 0.00055 0.00055 PHOTO SMOKE 1 0.00055 0.00055 PULL STATION 6 0.00055 0.00055 15CD STROBE ONLY 2 2 0 0 0 0 0.066 15CD HORN STROBE 1 1 0 0 0 0 0.068 110CD HORN STROBE 10 5 5 0 0 0 0.201 SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Panel Calcs. 1.205 1.005 0 0 OHMS: VOLTS @ EOL. 266 1.3406 22.385 220 1.1088 22.886 O 0 24 O 0 24 0.17 0.325 0.02 0.025 0.0022 0.0022 0.0006 0.0006 0.0033 0.0033 0 0.132 0 0.068 0 2.01 0.1961 2.5661 %VOLTAGE DROP 6.731 BATTERY LOAD REQ. TOTAL 4.643 STANDBY 0.1961 24 4.7052 0 ALARM 2.5661 0.0833 0.213752 0 AMP DRAW AMP REQUIRED 4.7052 5.64624 BATTERY SIZE: 12 VOLT 12 AMP 1A 2A 1B 110 110 110 15 110 110 IF IF vfir V 15 15 r V I U 1111 iU • Br i©i • • E.O.L. 110 110 110 110 110 TT i■i • i•i - II 1C © El 0 MI ANN 3A RJ31 X TELCO 120VAC Ply E.O.L. P 185 185 185 185 185 185 4A V vir P 185 185 185 185 185 185 185 5A 6A V 110 110 110 110 T _ V V V ,6; I■► I■i I■i E.O.L. E.O.L. 110 110 110 110 110 110 185 V -11i r IF 1 gm Imp 'r FIRE ALARM RISER V V V i�i 111 P E.O.L. E.O.L. SCALE: N.T.S. P P P FIRE & SECURITY DEVICE 5495 POWER SUP. 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Power Supply QTY. CKT. 1A 1 11 1 12 6 CKT. 2A BATTERY CALCULATIONS & VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 1 0 0 6 0 0 0 2.056 1.77 0.804 1.407 0.075 0 0 0 0.175 0.201 0.286 0.295 0.075 0.175 O 2.211 0 0.286 O 3.54 0.075 6.212 OHMS: VOLTS @ EOL. %VOLTAGE DROP 205 1.0332 21.876 8.851 BATTERY LOAD REQ. TOTAL 230 1.1592 21.948 8.549 STANDBY 0.075 24 1.8 215 1.0836 23.129 3.63 ALARM 6.212 0.0833 0.51746 250 1.26 22.227 7.387 AMP DRAW AMP REQUIRED 1.8 2.16 BATTERY SIZE: 12 VOLT 7 AMP MiST FIRE & SECURITY www.kirbyelectric.com 4826 NB'° St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKwILA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: K CHECKED BY: SHEET FA1 JOB NO.: OF WIRING LEGEND SYMBOL DESCRIPTION A 14 GAUGE 2 CONDUCTOR (FPLP) B 16 GAUGE 2 CONDUCTOR (FPLP) C 16/2 SPEAKER CIRCUIT (SHIELDED, PLENUM RATED) # CIRCUIT NUMBER PROJECT NOTES 1. ALL SPEAKERS TO BE TAPPED AT 1/2 WATT 2. CEILING MOUNT H/S SHALL NOT BE MOUNTED HIGHER THAN 30' AFF TO LENS. P�P� JQ ���J PJ APG A B C D E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION • • 3 WATER FLOW • • 4 TAMPERS • 5 Ply • 6 DUCT DETECTOR • • A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.TS GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: STANTEC ARCHITECTURE REDMOND, WA FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA FIRE &SECURITY BATTERY CALCULATIONS VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL DEVICE QTY. CKT. lA CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 5808 PANEL 1 0.17 0.325 ANNUNCIATOR 1 0.02 0.025 AIM MODULE 4 0.00055 0.00055 PHOTO SMOKE 1 0.00055 0.00055 PULL STATION 6 0.00055 0.00055 15CD STROBE ONLY 2 2 0 0 0 0 0.066 15CD HORN STROBE 1 1 0 0 0 0 0.068 110CD HORN STROBE 10 5 5 0 0 0 0.201 SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Panel Calcs. 1.205 1.005 0 0 OHMS: VOLTS @ EOL. 266 1.3406 22.385 220 1.1088 22.886 O 0 24 O 0 24 0.17 0.325 0.02 0.025 0.0022 0.0022 0.0006 0.0006 0.0033 0.0033 0 0.132 0 0.068 0 2.01 0.1961 2.5661 %VOLTAGE DROP 6.731 BATTERY LOAD REQ. TOTAL 4.643 STANDBY 0.1961 24 4.7052 0 ALARM 2.5661 0.0833 0.213752 0 AMP DRAW AMP REQUIRED 4.7052 5.64624 BATTERY SIZE: 12 VOLT 12 AMP 1A 2A 1B 110 110 110 15 110 110 IF IF vfir V 15 15 r V I U 1111 iU • Br i©i • • E.O.L. 110 110 110 110 110 TT i■i • i•i - II 1C © El 0 MI ANN 3A RJ31 X TELCO 120VAC Ply E.O.L. P 185 185 185 185 185 185 4A V vir P 185 185 185 185 185 185 185 5A 6A V 110 110 110 110 T _ V V V ,6; I■► I■i I■i E.O.L. E.O.L. 110 110 110 110 110 110 185 V -11i r IF 1 gm Imp 'r FIRE ALARM RISER V V V i�i 111 P E.O.L. E.O.L. SCALE: N.T.S. P P P FIRE & SECURITY DEVICE 5495 POWER SUP. 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH Power Supply QTY. CKT. 1A 1 11 1 12 6 CKT. 2A BATTERY CALCULATIONS & VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBII ALARM 1 0 0 6 0 0 0 2.056 1.77 0.804 1.407 0.075 0 0 0 0.175 0.201 0.286 0.295 0.075 0.175 O 2.211 0 0.286 O 3.54 0.075 6.212 OHMS: VOLTS @ EOL. %VOLTAGE DROP 205 1.0332 21.876 8.851 BATTERY LOAD REQ. TOTAL 230 1.1592 21.948 8.549 STANDBY 0.075 24 1.8 215 1.0836 23.129 3.63 ALARM 6.212 0.0833 0.51746 250 1.26 22.227 7.387 AMP DRAW AMP REQUIRED 1.8 2.16 BATTERY SIZE: 12 VOLT 7 AMP MiST FIRE & SECURITY www.kirbyelectric.com 4826 NB'° St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKwILA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE: 5-19-11 DRAWN BY: K CHECKED BY: SHEET FA1 JOB NO.: OF B EXIT VESTIBULE 106 L 185 E.O.L. n 1 UN ENI T RY VESTIBULE I 107 / 1B E.O.L. D 110 o-ic TO FACP B o -1A L JANITOR 185 t -3A B cc3A 185 _s4A B ivtEN'S 15 OOM 12:5 110 LA \IDD 4A P r-= P B i I i 185 E.O.L. El B HOUSEU'I ARE r3A 0 GO STAIRV!ELL Fr LL\VAY 1 132 ,I I I J (- I.zQ t1/42d�,� 185 TO P.S. MERCANTILE 101 / s3A e 185 r3A 185 B B HALLWAY II 105 H 185 DED & BATH I=I (E4A 185-n O i _T r - El TO FACP e o ! o— 0 0 I .:-:-- 2A11 1--, LA MERCANTILE PRODUCTION 102 ) 1 Li U) C m CI) El m X CO > �z 0 O z 110 MERCANTILE PRODUCTION 102 110 TO FACP CDC 104 0-2A 0 ¢2A COVERED DOCK 10 110 RECEIVING I 103 / T2A _J iu D O z U /L1 lD-1IVcls TIV8 MANAGER'S OFFICE n 1A WO!iEN'S 1 RUUM /( 1 1B ELECTRICAL MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8"=1'-0" L' 1T JUMP START OFFICE 112 FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKWILA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 E.O.L. IT UFS 206 Li cc 5A 110 r5A a -18S FLEX OFFICE zu5 MERCHANDISING (c5Ai OFFICE 4J STORAGE CLOSET i 110 -4144) 5A TO P.S. FIXTURE STAGING 202 110 6A H cc 6A 110 O -6A TO P.S. K E.O.L. 185 (c6A MEZZANINE 201 J 110 �5A 110 T T 6A I 611 H T T MEZZANINE FIRE ALARM PLAN SCALE: 1/8"--.1'-0* FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SAVERS #1173 TUKELA-TI SAVERS #1173 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: 1 /8"=1'-0" DATE: 5-19-11 DRAWN DY: VK CHECKED BY: SHEET FA JOB NO.: OF 7 ovlof NEYJ 1-1-A1-161GlaPLd. Ta t' Qwy\ - Ni 5N -1-512-10r_ New S AREA. 4 -II CZ) -HE ' Ss41' . i SEAM Po Er 'M SxtisT-y . 1" Pt_U ex. SS U'S . _'fesi Al— PL -AN NOTES: I. Sco Pl= of V 1' : Amo cz) N EVu SSU'' AT AIaEA OP NEW C`'G' - -i 6 , F'F-oY112E I -FAH brt`! - 01-4 i STI NG, P! F W H A' D FIc! E3 -IT PS s H-LtwN Z. H -A 4c Ek- is RE" T, F3.G. Ar 51��L acAMS� WAS+++Z5 , h1UT AN A"r- P"r Woo D , _ 3. PIPES SIZE'O ANO SPPJ1s14-U=1eS 5F €t' PEE !1FPA-'r13/ old . 14 A'Z . P1 PE S YST'E+-1 . WITHOUT COMMENTS. EI AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Al iitions, deletions or revisions to ti -.• .wings after this date will void t'.1i .tAn. e and will require a resub:,.it._.r revised drawings. Final acceptance is su3ject to field - inspection by a representative of this dep:.rtatent DATE:I /f q BY:5"77/ L CITY OF TUKWILA 575-4407 NOV 13 1996 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. and exact address for shut= down or restoration approval FireM aster MASTER PROTECTION CORPORATION (FHreMaster') • w...urnoiacnw. COMMOWU.CH 505 Puyallup Avenue Tacoma, WA 90421 Tacoma (206) 383-3804 Seattle (206) 292-8126 Fax it: (206) 303-3807 ' ra.-rG G.ow?r, Ray. Fio. I.►.c.S-CEPLt -1105 vra-r 1t #-1- ( qco oa.pw1..18-(: -I in:ls'.. RCN/MED:. - corc-r v.t cn-t: TOY'S - 2- U S I Cc( oo Uri -KZ -W - 0Z P.'UY. TUl,4ultt_A r wA, G $v$% SPRINK LE12.5 PP.ray.tl.-W wiut+.eap. j of O Q 0/4 4 I 1/2_ 1 4/-- =v— Z • I` ih C/4 I`/a z Z Nan, I-4osE_LO_CIMO 1st 0- 0 ' 0 •--0 3" 0 0—O O— 0 0 t4 sfINKLEL ./ u N E _STEEL — 15r 0 0 ! rrON, To IN5F. TEST ?" TtzAj L 4" 0 0 114 0 SF- )5E EX IST 4x lx 4 TEE 31` vLC 90° 3 X 1 4* 72. _ t _7 2:/=- f _ NEw 1" AUX DQ VA `-t REvIsloW N. T, 6. NEN/4 tiz X i" O 8" ;MISER SEE BETA u.. 2:1Z- (_O/JTjnMRpo J SEE T'EFL.ECTF_t' CELL DETAIL- r- NEW S W tTY RM No C_A-Itc% To BE.. MRDE. � PL S PR I ts1 K LE . 5'15, 'WD (2,) SSp IN NEW EQop, I.orpvTER Roorn5 0 1 Kto CEILSi No CEIL IUb CCU.- 1 ELL NEw . ToRE 11/4 IG -6 )V2- �y IX 13=-67 FLow Svj,tc_14 A5 R. IE -Intro EXIST PUPA pER TIE-Iu To ExtsT 2" DRR)a -CZ) NA1 LCT To E xtST \Al. nit . I►a�,►�P-� 5 - MAIN FLoo2 5PRHNKLIJR Pippo, R_AN xicll� : 'i I," = I"- 0,. 5 j LA RN1 VA 1) IYIE ii . t='Loo P(3/ C_I< VA_ASsr F1CisT B" LJ. G. • • S I N K L ER R s EiZ TP L itV _ ALE tato E • 4,4e /0D= 8" �ooF c p.+1EZZN.IALE 5'l lkLER 71 pD4C7 ?LA.IJ SCALE : YItQ SYM SeRINKLERS • V1'VDENP- _HEAPS To MATCk4 EXIST. 0 =R1►.4NELL MoD 950-__8_RA55 4p_ tC7-1-tT DENOTES HEADS f boyE Aitp Tac -t u-) CEtt_ -T'EMP QTY S 1110S� 5 `lZ z1z° 8. t/1 J:1 EW=LReFLE:LTE.D __£EI L.1NC2____RN-21 SCA LE I18= isT_- 8 L?15 Fit 1415.— 2)E A . LFC Ent D • Cxi i s.s.? ExLSTSS1To $E 6 EN F_RA_-t_NQ TESQ Loue,ED FIRTHS 1N�Ic_r-ITE ��aRlc r�1 �zERs 5 PR 1 I .LcL.ER el) az N F P F1 I SY5 TFjv T _STAL4E_D..T_E.STE1D � /2. TRACED _ NFPA 13 /1 LL JYt FST ERI A__LS d b SJ. E �1STF� �. M •- f pPZovEi _MAInlS to ba 3LK Sc_tf 4-0 L►N ES 7-0 br 3L LK , -Sc, tip-4so ``'/ sc. C,AsT :iRonl (L 12-5- E iC ktST 8 R1 SE R To _ >~ RE.L.0C/LTED __Q/%1—iNnEzz LEVEL FF A Iu c nt E.v t Pt ;a wl N CCL r s ) R 1 w17 j FUR. NEW ENTRY To B -AVE �— MSuil� 1�eN L' 12oaF R- -1 Rino-/ra___ SuL._ e _ A -U SEaTi5m_s_fr-o BE LocATED AT ErLTR-VS_CWNER- To MA-t►vT 4o° TEmsp. ORDiN A-QY t za_c sP -c44. Rp ACCEPTED WITHOUT COMMENTS. o AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have betart reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions ._ or revisions to these - it di l S a `ert 41s `'% date will voil this c ?t n; a ,„Ifl I-- feguire a resubmittal re•: is 'a v,r-Jwings. • Final:..:o? t:.= -'DATE: 6-/-92 Ci I i -,.;:(7 xy3 rcc7101>-- -'DATE: 01 -- '' UKWIIA FIRE. Please cal; DEPARTMENT nd sive, job 4nd exact address for shut tlown or restoration a Prov- 1��rovat. TOYS"R„ US RENOVATION TUKWILA WASHINGTON 13 RINITY FIRE PROTECTION 11021 CRAMER RD. K.P.N. - TRINIFP101 DK GIG HARBOR, WA 98335 PHONE 857-5222 DATE: 6-15-92 DRAWN: FLT REV.: SHEET 1 OF IY s C, t i f t ~t P i AR/ VA ,f E BRUNING 40 21 , 4 id)' {LL SE_ Q I F 1 Fr.�� _E ,, 13 NJ -[ is tl,iLE L 41 i e UE1EG0CF y__ _I ' { J `NATE s , 7 OR 4&T Y STAT [ C 3 PSI PSI E PM `.1 RJEJ, 1- 1: Aar ,N l`TE VAL[.L. !LL?CA i E _1E1 3l J I ►i:;.`� r • CT TE' ST-TAKZ.1\1 3 UL APP`r :Ox t3O YARDS t ORTi-1,, Wf\Tl-Yt` 1 TT , t_ LA _ 3; ns • I 1t .i ?Cr c PROPER -c\ A 1 r SEE P T £TA. L UPPER t[c,y,-yT TF l :S 5HEET. 1„ L Ki -r: ti Atvl LL1(_ ATE 1N1 NI RS CLA 250 PLAN e. /0. Fil_51r Foe E R- ± ; *)- , i F ROPEI ,TY • 1 S" Md Fla .= c: i =-1- `+" DE [EC.TUELiC._ GA LJE w s `_Tc5 T' -CD c._ - - M d_ X FLS -, C7A PTE!? r---- Pc-rrp .iJA �:LT(Sl � A5- TELE S ; ) U1; E t -PIT:V .T A _.FLO VJ CL __ t : - _ S`f 5 TES` Qhs_ V011/4- 1)11/ IDE :Li N1__.ETT - r - F tklLl._ YA, )J v -L { C.. ICI E �E1'3STA - Qom_ TMJL.Lt ELA -JFa`{_ -_i(A T 1Qms. _ _ ALL a i f`(r ?[I Pa, 3 ALL WY ' FLU r-4 !moi/ AtJ TO BE __CLA D ETC Ti LE 1P t�- HPE- TO UE _ <<7 Gam✓ , l3; C't . .c7, - T E TED P E 1 N F- V A A 13 A J c_' _ v pat FA ALL 01P-MEtL11\1S. LsE Qf?E' _fM5iALLEri - UIUDE;r :ltC U, D _ rot, � .ILI �1 F1 _CU [Li ALL's.) KPC2) 41, T t✓ E. *‘ . 4 2" TFD UC)TO ;7,3 Cir" LaT-1-2; I f - 441. _ADA FTEL Zs Er 1 FLA '1\16 D ETA LI - APP VE NOTED The drawings affixed hereto have been rtviond arid accepted as meeting or mmikrAg minimum requirements of the Taitazia Fire Dept., Bureau of Fire cr re‘f.s.:3as to these urre 1. Aground Visual Inspection 5. Cry Valve Trip Test • KWILA -FIRE DEPARTMENT 11. WA CONTR REG. NO._ rev pea 12.6 R-oneva A COACH SCREW ROD TOP BEAM C AMP EVE ROD - FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT BOLT SHORT CLIP ROD TOGGLE NUT MACH THD ROD - POWDER DR -STUD - WEDGE ANCHOR - — TWO-WAY EART11QUAKE- *RACE POUR.Viax EARTHQUAKE BRACE INCHES STRUCTURE TO C PIPE SPRINKLER SYMBOLS _ TYPE V2 ID El 4 112 441 4 112 TEMP -RATtAIG 0 160' 3@6 zeo 0 OPENING UP Cr 1/2 r SYMBOL UAN P TOTAL Approvals Required DIS TR IBUT ION CYS CITV SYSTEM HAZARD WET ORD 1. PIPE SIZING & SPACING CONFORm _ TO NF PA, PAMPHLE T NO 13 STAND mos FOR A 2. ALL MATERtALS 1.101.11P14PAAEINAIT4GTO SE NEW & UNDER RITEStS 4 EARTHQUAKE BRACING SHALL SE 1414:StLYvitii-T-1.4: „L pDRiMoEv1110SEtoONINS ASCI4C::0 TA rev rev SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No C Vitt -BC E T7_ CA - GES! RA'_ r CST as 1 -5 -ENTRY WILL NIS -TALL A COMPLETE \VE_I / 11-01\IATIC S 1?.1 .L,=R SYSTE M,it TIRUCH--HDuT NCW BUILD- lN i IT IS T4-kE OV.r J Jk RE.SPOt•:S 'e_)1LUTY TO PROVIDE Q'UA1--1= HEAT (40° F M1N.I.tiMiUNet)tt`t ALL AREAS PRCTEGTED EX SPRt*,`.LER SYSTE` t 3 FXCLUSI.. till ik.1T'►♦1(.1 OF SPrR►NI&LER PlPIKICA 4EQUIPME1.IT' 2) ELECTR,CAL W1R1MCG QF AN\ KIND - s ' , ''QU.C.TION TO CITY WATER t`/AI .1 A)Uts1DERGROUKID P1Pt1\-1C1 y, FIRE HYD KITS - to; ELELT AC1'CF1LL PIPS ALL D , ..1S TO Sci..FE DIS::,►-IARCIE OUTSIDE / Z / -1 o lo -0 4 Z-� 6 ALARM VALVE. -= ao (it F' -CI Dc� 1' SLAB - R13! R 'iL '1-0" E- ^'a L. tri f-IEATEI EXTERIOR CAAJOPY to 3-0 LEI 2 Y` 15 -a ti r 3-0 4-o _ to -O 4-0 t-0 Z-0 r1-0 10-0 4 J -o 4 0 — ta-O -� 4-0 10-0 4 Ad 4-2 —F 1'y t_ '_alb. 10-0 3 4-O ifo-O _ L BOE „y A-0 d e Z4 _ T _- 10-0 - to -d 4 r 10-10 -I-ELIK1.-11- SPACE - is -0 - 4-0 Z -b ct- 1 4 - r Z-0 CI -to BOO in AV Ai ,., - ..-7,,,, -..........---,--_ --... z_rt __ BOO NI 10-o to -0 1 - .114 0 • 10-0 -0 3-o 1-0 • • 44/414.0444;:elifier4t4:::: 4 es' to fed 10-0 • 34 t” BOT 513 • ou 8 21 WATER. MOTOR ClOtt_t(4 r CO AO 9 ▪ 55 4-0 -z. / Ajk ti Boo BOT 10 1Ci t- 2 ti Ecci 4 0 10-0 to o 10-0 VI em • BOO eo -14 10- t2 111 Wt. tr—cr 10-0 1 5cA,LC 't ppnvED AS NOTZD The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum recprements of the City of Tukwila Fire Dept, C,reau of Fire Prevention Additions or revisions to these drawings after this date shalt not be Constrmed as being approved or re iew - CITY OF TU BUREAU OF FIRE EVENTION al UC1, OUTLET$ FO DROPS - WA ST CONTR REG NO, HANGERS A 13 COACH SCREW ROD TOP BEAM CLAMP EYE ROD - FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT- J SHORT CLIP _- TOGGLE NUT MACH THD ROO .. POWDER DR STUD WEDGE ANCHOR + FOUR-WAY EARTHQUAKE SRACE p INCHES STRUCTURE TO t SPRINKLER SYMBOLS SPRAY - SPRAY 1/2 41 1 1/2 DRY TE AIP RATING 460. 360. 0 a. us 14/ a. as 2 1/2 SYMBOL SSU Z4-1 TOTAL - Approvals Requ red CYS SY STEM NA ARO ORO GENERAL NOTES 4. PIPE SIZING & SPACING C044Foom TO NFPA PAM0144.ET #10 13 VAN() ARDS FOR A 02-D . HAZARD 2. "AALppLCR-141j:AAvT:ECoRYIALS & EQUIPMENT -TO S E NEW & UNDERWRITERS _ Co• at S ION S SHOWN TNUSLY 14-6) 4 EARTHQUAKE BRACING st4,44.1.11E Botovitno 4•11 ACCORDANCE wtTpt CONTRACT MTN t-Lcoso !ILA. PHON1t.- (0413730100 revi revl rev} SENTRY AUTOMATIC SPRINKLER CO tiOto- 54-11‘ AVE Eng nee Date heet Jo No t� HANGERS - B COACH SCREW -ROD C'C CLAMP Q TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE BOD TYP 5) H SIDE BEAM BRKT J J -BOLT _ K SHORT CLIP L'1 -ROD N MACH THD ROD P POWDER DR STUD WEDGE ANCHOR T SEE DETAIL - 1112 IV POSE VAL:,/E TOUR -WAY EARTHQUAKE MALE Y INCHES STRUCTLRE TO IL PIPE HOSE RACK LSE t A.1L TYPE_ SPRAY 112 SIDEWALL SCREWED TEE. ►c_D►ti1C� E.CT1ON TEMP RATING 4 ufi-E R;3ER CETAIL 5-0 4 -Ons t4 - 13-0 / TYPE P1PE< - SIZE _ ' sP,-.ttii %-+Mc4i±R SiL. tv17R3' =.12._. LEti1C� 4 T t tv2 - 3" 3 rh. "Ns' q 1.0. TZ -- 4 E jYz. 318,E t =ott Z° _ Sze 13*-, DEVICE FO. j ® ,ORT F*Fsvol&N-r SSU .ti tis to. -0 TOTAL_ Approvals Required tat. 2 `t 1,-o .-o ` 3 0 3-0 4.-D 1h, 1�y 1 X t t : VIA 1tt*L. 4-0 tv-0 4-0 to 0 CITY OV TUh<W ILA OK TO FABRICATE DISTRIBUTION - - #CYS 4-0 2-O 4-0 4-0 CtTY OF 1UK.WtL, tilfLI - I _ VD -0 AO -0 i - Q Ron EUI% - GER QETA1L SYSTEM __ MAZARC--- - GENERAL ;NOTES L PIPE SIZING a SPACING CONFORM TO NFPA PAMPN_4 T NO 13 STAND ARDS FOR AOT“-' HAZARD - - OCCUPAycr 2 ALL MATERIALS & EQUIPMENT TO BE NEW & UNDERwRiTERS _ APPROVED. - 3. PIPING :I NSIONSARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY II -I) t EARTHQUAKE BRACING SMALL IC - PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 _ CONTRACT WITH 1&-D- I' } 55 BOO T YR U,IL1 Cr) BRUNING 4 ROOF PLAN The drawings affixhereto have been reviewed and accepted as meeting or exceed)rg minimum requirements of the City of Tuu.wil `Fire Dept ; Cureau of Fire Prevention Additions or revisions to these drawings after this date shall not be construed as being approved or - we J U l 2 4 1980 CITY OF TU, LA BUREAU OF FIRE REVENTION' SENTRY AUTOMATIC SPRINKLER CO 11Qto 6't-A.vE- E -W.DMA,'B zzi - PKQI4E gzZ-f,Lo4°gtie35-goEo Engineer Cor - ii. Job No 1 0 1.0 N 4� -- 07/// „/ a ”' ,'� ▪ 1 1 19 1"t ° 1``4 I X r— — ,) ---� `— .t `- 0 / 0 1 -o 1 6-0 ` -{ice ¢,-o ix, -C) (k.: -o 341 15i I 1 1 : r ,0 -C? x 0/ 1 t -O / -0 412_ 1 ' T3-0 F, -C) + I TkttIY 5T tet. 1 - 1 11/ '1 1,g, 7 14 / -t. mss---- -2---i--0. (7,0 FT /9r asy_ r1 6'Y ) J lye 9 1 0 _ STQ'. K ,o.ReA. 11-0 5 -to 5-% = 11-0 t/ P i r G <<y 11)L � `tit . , f 1' i 1 '� i ff ! aCt - / (� / V �� ! L / 0-----7‘--0--r---1-- --�-- -- 0 q -p- - '=0, -- q4-0- r '` --, -0 , 4y -4-t_O -- 4 -r -7p 4 1 Cr — T-- f 4 -Ccs Q op to , - n.2 -"1 4 - _� •/a fisc ', 67>•-c ,,r - ', 4 / - - , -- - - - --- ) 4 2- / r r / s d i i '3 (e ..-Eek---r-- 7-7.-- q - „e it, -A NC./ 4f x 2Z okyu-% --'� /P-. - 4 • - -4 I-1 i 4-1 4 -O BRUNING 40;,g a 4 iY 3 a 1-G -t — H - - 11-0- r 9 r u- _ f 1w' t_O -G - P7G 11-U ' vt- _ -t', 43 / t t_s / RJ {� / 4 tY 1>;-0 t t -o 4Z'- 10- 1 1 - r r 11/41. 1L 4. I i-3 f 1t� ��ff •-fir•--- EJJ IOD yT _ ,--NO t -3 - • 7 � 3 -IC- 10 Cr - 0 -1Q 4 2.1 -4. 5 Z-40 a �J 3 r 1 y .v l r-�-- — 1 0; '1't= r t to -41 -4 cVla 0 0 (4- ri 0-1 • 6 v44.43_ PIPE_ AL HANGERS A U HOOK COACH SCREW ROD C IV -CLAMP -TOP BEAM CLAMP - EYE ROD FLUSH SHELL CEILING FLANGE' SIDE BEAM BRKT -BOLT SHORT CLIP L ROD TOGGLE NUT MACH THD ROD POWDER DR STUD EDGE ANCHOR FOUR-WAY EARTHQUAKE BRACE pWICKS -STRUCTURE TO PIPE SPRINKLER SYMBOLS TyPE SPRAY /4 1/2 Si DE 'NALL 43:3 4 DRY TE RATING 212* The- -drawings af--f-me-d-_h_ereto have been reviewed and accepted as meeting -or, ,APPII VE - AS NOTED SYmB a. DEvtCE f:.'' ii: (I '1.4pr2 exceeding minimum requirements of the City of Tukwila Fire Dept., BlAreall of Fire . umir/E Prevention. Additions or revisions to these dr a w 1 n gs after this date shall not be S. cV,..) Z 1 , Rag- scl, - C TOF UK - ILA U FIRE PREVENTION g Pi,- /9_7--"/ 0 0. Lri et a. 0 1 0 0 /2 SLA5 7, R.1 SER DETAt 16,14.5 FIRE DEPLUME3T TO EE CONTACTED TO MSS TE,': FOLLOWING TESTS: 2. Ur.ittground Hydrostatic 3. Ilicitervond Flushing 5. 0;y Valve Trip Test RCN' KANV1C., WA ST CONTR REG. NO. SE -NT -RA -S3 zi-KR TOTAL OK TO FABRICATE PrsTRiBuTioN CYS NAZARD GENERAL NOTES 3 RIPE SIZING & SPACING CONFORM TO Nripok PA341434LET NO, 33 STAND ARDS FOR A OR. -D. 3443 ARO ApPRovED- To CENTER EXCEPT RISERS & 4 EARTNCluAKE *RACING SHALL OE PROVIOED 334 ACCORDANCE was CONTRACT wiTm JOMISOMLCARRUTR revj re vj SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No oc a,r - STO y( / f 1 .4 a { —f S` 01 - ' 0 0 } fir_ , r -4 N5 S _ .10+ a- 5 Z tilt��`tt �- 34 T tJ LT UP ROQF tNU OKI 1N3S:_k ATtOt--i ST EL JOIST r - tE - _ t --6ZO`VAS -STE.tt_ JO\STS z' -)t O C- T 2 5TJDS vet aark -r 1 BOA,' SLA c*- GRA Da y ED D f 0 G 0 0 t f ,1 =1 ; �1 1 (� r L _13 -17 2A HIO ST EL JOISTS 4°1_ t"L C. _ ✓ 5E0 -1-t01 tti i, 1_ -___ ;- --_`_ _ _ -'i-' Y: A _ �=-w, , - +r tri' i-- 7-3 1-- ii= H t -1 4 -i..,-,,,-` r-t-kD = 1 -i .J-':1 ,-`A ? - `'") F z AAL - 0 ". I 2) 'J T } =N i 1 V } 0 ) E33 (N Q 0 / — - ED 3 10 r - -s_ L LI 3 In tJ 1-8 1-10 2_4" k10 .10ISTS Z3' -5'r 1Z-0 EC[) 1 T y t c -ts 0 .� i -4 �. .._ d rf JC. NU v� s }) r - - tt-a- -- y r vt Mj ' - ,s I ;5 5` ff _- Ni (�!0 I( •G (J 1-\1 q v 1-,fi CO 1.7 T 1 T 1 4-1 APPI1 AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum raquitements of the City of Tukwila Fire Dept , Direati of Fire Prevention Additions or revisions to these drawings after this date shallvienldtfe construed as being approved or JUL 9 1980 I CITY OF TUK— BUREAU OF FIRE P 4IV47-11'''.17 43 j'" 0 BOLI .47 3-11 • 0 0 0 0 v -L 1 (--: I . , i to r R..C.DCD PLAN — EVENTION WA ST CONTR REG. NO. SE -NT -RA -S31 4KR HANGERS A U HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP C -ROD TOGGLE NUT MACH THD ROD POWDER DR STUD WEDGE ANCHOR T u SEE DETAIL AO -+- FOUR-WAY EARTHQUAKE BRACE pINCHES -STRUCTURE TO PIPE SPRINKLER SYMBOLS TYPE pa 1/2 SPRAY SPRAY 0 1/2 SIDEWALL 2 1/2 DRY 1/2 TEMP RATtNG 280. 360. VI 2 1/2 2 SYMBOL °EV ICE TOTAL Approvals Required K TO FABRICATE DISTRiBLITION CYS SYSTEM NAZAR GENERAL NOTE S PIPE SIZING L SPACING CONFORm TO NFIKA PAMPHLET 740 t3 STAND ARDS FOR A HAZARD 2 ALL MATERIALS 11. EQUIPmENT TO SE NEW UNDERWRITERS APPROVED - 3 PIPING OtRENSiONS ARE CENTER TO CENTER EKCEPT 141sEsts 4 EARTNQuAKE BRACING SHALL SE PROVIDED IN ACCORDANCE wtTR NfPA PAAIPHLET 140 13 CONTRACT WITH revi TOYS US SENTRY AUTOMATIC SPRINKLER CO TACOMA, WA_ q ZS Engineer Date Sheet Job No 6 —`= f 0 17-0 (gut �r''0r 1/ 1J ht 12-0 t F-- <13 0 fp-71 1,1-0 Z-0 1Z-0 �3; -r 5-c ti O ZO! -0 Q t l Z 5-0 2-Ov co -c 0 -� T 4 J)141 / \ eir Z �q `tt-\` f 23 / 1. 111,4 l i % 1'w 4—c 4 -t -C1 1Z0 1- ,..._.-5--if flif cI// CN ! - /1rr 0 s \ � �h - r 0 ECD r ! °{J bitP fTh W IA I ZZ C Y f t4H3 STL 1)3\51-5 e � ` 1Z 5-l0 3yj •T 1r0 0, 'Et f ry -© 3ca. t -O 8-0 .3 J {Z_ -O ci 1 a s,\ O 0 h -r O r - r - \ Yry�/t _1^ t /,..!. ..1 i' /1 /,,7 �� / ofi' TI.,;,, O /1 U (" r F7 t.. V ' 1 N ( ' rtZ`� r • �^ = 0 9 4/8`7_,D fl �7" z© 6 y1= / ts.1 PPLE4C CAP ij t; 0/o /-i 1Z-0 0 1Z-0 1-t3 51-L 01ST e (1-0 f / t`tZ /s 11 -O ' 11-0 f �� • i 0 r ,rr 1+r ! , rh v / ..= --), f.-/ io -0{ FF! '1., ' TF't 3__3 ' n4 1.1 ,„....7„ ;moi 1' Viz.` ' / y., / { / 0-- € J cn f? , Co C % 1-D \ I � \ 4 , .0-0�, r. --,-O 11 0 r to 4 Vim(ry tt-0 1`,A ) G \r IrrFR-0,m Ar6ovE M I }i%fir ri�iCJ� 1-105E z ,r 'FL 3rZ :,A3 k©S RFK CETA_trL r -VO r +► 3-L 1-41'1 R -\A 1 U- -T .l 1 PIPE 1 ►- RFt MTF. 5`,ZE Rte - . 1,t Z'iz. 511 ',5'. 3"-4" We; 5 -to yyZ.' ez.' r,L _ iz.r 1-44.,\IC .,ER TO T' ,4 (7 ? TSU -x �--_ I ry .lv" L!_E.& PIPs. TO-t,.�'- - 5 LAR6_1E1—< DRS~_c_ POLE. FOR r i 1 1 r- tELD Ut\-1D R MEZ JIt\ELJ->J\.t NTS if -: 1' -3 t 0 f 1T -0 1 !toEau 1 4 O <l y X • = 1--r ^d - -1 -4' ,;/;\(- ; w/1Y6.F. F-^^►"�R- - C',7 &4 i n� / Ti,- f 0_... i Yt ,3+c5 '11Q t aCr 141-1 I 1 4 t y1 j 81b� 7 r II) kft • 0 • /0 1Z. -O 1 17-0 4 C' 8-0 9 0 t 2c5 _ z. to , 1 z. ____ E.„(,) / , o_cv A'1, / I ke'-°:‘2' LLI APPR VE AS NOT so The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum reqthrernents 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 iew JUL 9 1980 CITY OF TUKWIL/A BUREAU OF FIRE PPEVENTION 1,(Y PLAN WA ST CONTR REG. NO, HANGERS A HOOK B COACH SCREW ROD TOP' BEAM CC -AMP -- EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP TOGGLE NUT MACH THD ROD POWDER DR STUD WEDGE ANCHOR FAZ TWO wAy EARTHQuARE BRACE FOUR- wAY EARTHQUAKE BRACE _ p iNC.SES-STRUCTURE To PIPE SPRINKLER SYMBOLS -- TYPE 2 SPRAY 1/2 SPRAY 4 SIDE WALL 4 1/2 DRY TEMP RATING 212* 260* 360. 0 OPENING UP 0 tee 0 • SYMBOL QUM END TOTAL Approvals Required OK TO FABRICATE OISTRIRUTION S SYSTEM HAZ ARO GENERAL NOTES L PIPE SIZING &SPACING CONFORM TO NFPA, PAMPHLET NO 13 STAND ARDS FOR A HAZARD OCCUPANCy ALI. MATERIALS EQUIPMENT TO OE NE IN a UNDERwRITERS APPROVED. 3- PIPING 064ENSiONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THuSLY 0-61 4 EARTHQUAKE BRACING SHALL SE PROVIDED IN ACCORDANCE WITH CONTRACT wiTH 134050 t\.VE: rev! TOYS US SENTRY AUTOMATIC SPRINKLER CO Engineer Da e Sheet Job to 5 w 0 h '7 8 9 0 -R N ti J b \ 0-----------0-41-11 I a -o1 0 , <4) y13 Q N la l0 a'?. -0 1Z O t ST0a-1om 11,1R -EA. 11 -0 fn — - 41-,c) ,,A-o F I . r_D 03 4.1 I 117 t zi` 47/ - di. ,,,, 0 p _ wr ___10_ __,_ _., r _ x td 9^,u& NA/14 x2 1 r k 11-0 x 11-0 - t ' %, _ 0r i L-1,i`i, ,o __ _-� _— �� /1 l 1 / fa. / Y �. r''' p4 1 A. 1 1 f 1t> 4 Zo - U J5 -q/' U Z-© U. t- �,V i+ t /`J /L/fit 4 x tti/ 17_ � f 5-o> — `� u- - - 1Z -0 Y 07-----7:,---0-----i,.-9 E t m x r 11-,0 . 10-4 4 t\I 1-- :94 < t ALU �/ 1 os - - (13 vigg Lficij k 3 kr 1-8 --gor ROOF PLANA 420 .0 a 043 1 0 • 5 t ti 5 7-7 Jej ri 0 CNJ giDD 5-5 Npfg- cvt -4 ATI ttI 0-1 W1A(1-C1--1 LIME fillosid de exere '''S 0 ol : rf°reLliliesg 111 : 11:14111'"PP/ les ti°76nattacishellhetle: - Care alftrOerich 'is cor /Si aafr000 .... iiw:iin aggio en tab ojectior :0;:invecs /trill tin eopt;;:p aniegag olio fir: 18 tiro se oir railicAs ect ResapOrrri i_ieciilma 04: cfnoildfol :do% :40 et11:8 oS Sporitzle ar 641814,or op 4%-i • RED MATIC. SP Z IS THE 004:ZAS PI SLP _RISER. IDETAU__ -APPROVED AS NOTED The drawings affixed hereto have been revrewed and accepted as meeting or exceeding minimum requirements of the Gity of Tkikkvtia Fire Dept , Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be ---nristrued as being approved or re ew d. BUREAU OF FIRE PREVENTION HANGERS A U HOOK COACH SCREW ROD -TOP BEAM C AMP - EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP C- ROD TOGGLE NUT MACH THD ROD POWDER DR STUD WEDGE ANCHOR U SEE' 41 or p INCHES STRUCTURE TO it PIPE SPRtNKLER SYMBOLS TYPE 6.1 SPRAY V2 SPRAY 1/2 4 DRy 1/2 • TEMP RATING 280. INKLERS UP I DOWN OPENING UP 0 tet 1/2 11 2 ST MOM BEYICE ENP TOTAL Approvals Required .1NiK1_ER. 5YSTEM THROUGHOUT NITER - vv ejsjIN RELSFONISalt_I-TY MD PRO - %-kCAT 140°F- 1\A11.11MU1\11)111 ALL _oTECTU_D SYSTEM. AT SITS 575-04(0e' SE -NT -RA -S3 1 4KR OR TO FABRICATE CITY Or TUIKW LA, 7 SysTEM HAZARD GENERAL NOTES PIPE SIZING SPACING CONFORN ARDS FOR A CR -1D HAZARD OCCUPANCY 2 ALL MATERIALS EQUIPMENT TO SE NEW & UNDERWRITERS APPROVED. 3. PIPING OPAINSIONS ARE CENTER TO CENTER EXCEPT RISERS a. EARTHOuAKE BRACING SHALL SE PROVIDED IN ACCORDANCE v‘ITH AtillrA PAMPHLET NO 13 CONTRACT WITH eu rev TOYS 9t _ SENTRY AUTOMATIC SPRINKLER CO 1100 544:- AVE Pi --101\1E 01Z2_, -L0104 -1/ -33e, -q050 Engineer Date Sheet Job No St)tLT UP ROOriNCi OL R',Gs\1 INSULT -4 ON \V MIETAL. ON STEEL JO 51-5 i7 » TY= S T OCK ��. t45 STIP. JO; ::.?5 axA•S wrn- :EYP oN 4.4 r r Z x4 STUDS X94 t 110 STET L JOISTS £v O .0 BOAID STO STOCK ,vRFJ' f LczoIl5STEL JOISTS z•=g` O.C� f.,1E7—ZA .Iti FI►.iVS1 IED T LOO Rt i - 11 GENERAL SALES fi SLAB ON GRADE . r 0 0 8 BRUNING 40-21 9 a vk — - -- 0 O • I 1 Yti/s -•,r- n v' - - i,,� ;h ,ti y; r ..„ '_�,.. - Q/ 9 /a A E-4.' IL i -t J N; { 4 -3 Cr -to - 4\11 1 101- 3" 0 O 0 9 ECU 0 0 CI r( `"'% 4- 4- If-•_ ' d E043 - nn 1 0 •0 i-0 EDD 11-10 0 6 6 N !ri ; 0 BUIL DtN!3CTO;�i 3 ,W= 0 110 ceq V 10 im\ytviA-1-CH 1-04 0 APPROVE 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 thi: date shall not be construed as being approved or ev7ed. weo CITY OF TUK LA BUREAU OF FIRE PREVENTION 1 `y k> V 1 v - c"" C4 r fes.• -4 1 /' =r i�J-;✓ th 1 9 0 e- Lt / t -o / 1-N1/ 3 tz-d in CRE.11-1EFAL SALE -5 ELM Lh t I Y:1;b 1 1-1 et — EGD 0 9 0 NI I • 0. ROOF PI__NNI PrIlD APPROVED onstrued as bearing in any way upon the iv' AUG 1 r3e 1s9u8Orance are not to sheetts) will result in improved rates. Acceptance applies to plans es installation subject to inspection for fins! ecceptsece. submitted and for construction and occupancy shown thereon. finished AsAlmi however:system chenpu or additions as recommended on the attached result in kiss stilt exist. care" has been exercised with respect to Injury or damage to be c property. It is r trilirtis:1:11:ews ecognizad that hazards which ma/ poss ble liability for personal qiuest n of whether "due effect of various conditions upon fi i n rates They a e exclusively to relative WA ST CONTR REG. NO. rev HANGERS U HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP TOGGLE NUT MACH THD ROD POWDER DR STUD WEDGE ANCHOR T DETAIL -4 Cry fOUR-WAY EARTHQUAKE MACE pINCHES -STRUCTURE TO t PIPE 3/4 1/2 SPRINKLER SYMBOLS TYPE SIMAy SPRAY SIDEWALL 1/2 DRY TEMP. RATING SYMISOL 212. 240. 360. OE VICE I/2 SPRINKLERS• UP i DOWN LINE TEE SIZE Cl El t iv 2 1/2 • en 0 1, TOTAL X -4C) Approvals Required OK TO FABRICATE Di S TR [BUT ION TOTAL SYSTEM HAZARD GENERAL NOTES L PIP( SIZING SPACING CONFORM ARDS FOA A HAZARD 2_ ALL MATERiALS EQUIPmENT TO BE NEW uNDERwRiTERS _ TO CENTER ExCEPT RISE'S & PROVIDED 114 ACCORDANCE INITH CONTRACT W1714 13(o80 NJE: Gott" !DJ pziR. rev TOYS '511 us Engineer SENTRY AUTOMATIC SPRINKLER CO TArom,k, WA at E Date Sheet Job No B c D E F L H J K \ L BRUNING 4 2 a 1Z -O /1 a u -o s`1 ri J / }ZO 1 tz -o \3� GOLD v, /Th ♦ ti to -O 5`(0 _19 3-o 8-0 S -o O 0 , jet V 61// Z O 1'� 1`4/ 1 iZ-0 5 -r )i�!- /1 Q1 r 14-1 Z 1'w r 1Z-0 �-3 1 f-'(-)73 7D //- i• j 1Z -0 / r- 12 -0 aca'�c 1 -0 -9 !n 8-O S }z.-0 via ;F 5j 1' 1 CCE 1 44 10 0co�s Go LP IZ-0 1 11-0 ^o 7}1 w tt 11 - v to 0 f) / 9) 1Z -O ECD 1`+Z IC 1''z 0 rZ Z"z 0 I`' Z0.145 5TL 301ST / rn 11 -0 2r- Lt" G G 11 O / GyL 11-0 ;F1 t4 A13DV . 11-0 1L-0 SILV /c 1 -0 io-O I)` X 0 .14 J -y n rJ 8 EDO N 0 14/.7 Oi X VLD T L Er Jr' 9 Jo 002D 11.0 r,/ (10 1 1 t -a t'-0 9 t rq SOD -0" -fid - �., A2 AP k, 3\4- 0 OMEGA 9 z) / 0 co 4Z 1-7 Tssq jrsj!1 1:11 — ts- ves in 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 ed. CITY OF TUKWI A BUREAU OF FIRE PREVENTION KEy- PLAN 1 SIZE PIPE. PP:.7_,;_?_t 03. NI- La 510 1. APPROVED VIASNINGTON SURVEYING I RAM BEAU SEATTLE. WASH. AUG 1 3 1980 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 installation subject to Inspection for final acceptance. Ati comments, approvals and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates They are not IN be construed as bearing in any way upon the questron of whether"duil care" has been exercised with respect to pOSSibie habitity for Injury or damage to property. It is recognized that hazards whtelfasrig result in toss atm extst 9v-1ALLER PIPE TO Hu; / FOR NITR VELD NITS rn c. o WA ST CONTR REG. NO, SE -NT -RA -S3 1 4KR HANGERS B COACH SCREW ROD C CLAMP E EYE ROD F FLUSH SHELL ,G CEILING FLANGE H SIDE BEAM BRKT K SHORT CLIP M TOGGLE NUT N MACH THD ROD P POWDER DR STUD R WEDGE ANCHOR TWO-WAY EARTtIQUAKE BRACE FOUR-WAY EARTHQUAKE BRACE pINCHES- STRUCTURE TO t PIPE SPRINKLER SYMBOLS TYPE LME TEE SIZE 1.12 SPRAY V2 3/4 1/2 SPRAT SIDEwALL 43 1/2 4 1/2 DRY TEMP RATING 1/4 SPRINKLERS^ UP I DOWN OPENING UP 1/2 1/2 STINSOL DEVICE GIUAN TEMP SSU 1 to 1 TOTAL 141 Approvals Required Ort TO FABRICATE DrsTRISUTION SYSTEM _ HAZARD GENERAL NOTES pun SIZING t SPACING cowsonu To NFPA pAmPHLET NO 13 STAND OCCUPANCY. NAZAR° 2. ALL MATERiALS EOutPmENT TO BE NEW t uNDERwRiTERS 3. PIPING DIMENSIONS ARE CENTER • EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE INITH CON TRACT NI TH JOHNISOM rev1 PEP- revj Al TOYS t U5 SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No 15 L 34 lie PP:.7_,;_?_t 03. NI- La 510 1. APPROVED VIASNINGTON SURVEYING I RAM BEAU SEATTLE. WASH. AUG 1 3 1980 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 installation subject to Inspection for final acceptance. Ati comments, approvals and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates They are not IN be construed as bearing in any way upon the questron of whether"duil care" has been exercised with respect to pOSSibie habitity for Injury or damage to property. It is recognized that hazards whtelfasrig result in toss atm extst 9v-1ALLER PIPE TO Hu; / FOR NITR VELD NITS rn c. o WA ST CONTR REG. NO, SE -NT -RA -S3 1 4KR HANGERS B COACH SCREW ROD C CLAMP E EYE ROD F FLUSH SHELL ,G CEILING FLANGE H SIDE BEAM BRKT K SHORT CLIP M TOGGLE NUT N MACH THD ROD P POWDER DR STUD R WEDGE ANCHOR TWO-WAY EARTtIQUAKE BRACE FOUR-WAY EARTHQUAKE BRACE pINCHES- STRUCTURE TO t PIPE SPRINKLER SYMBOLS TYPE LME TEE SIZE 1.12 SPRAY V2 3/4 1/2 SPRAT SIDEwALL 43 1/2 4 1/2 DRY TEMP RATING 1/4 SPRINKLERS^ UP I DOWN OPENING UP 1/2 1/2 STINSOL DEVICE GIUAN TEMP SSU 1 to 1 TOTAL 141 Approvals Required Ort TO FABRICATE DrsTRISUTION SYSTEM _ HAZARD GENERAL NOTES pun SIZING t SPACING cowsonu To NFPA pAmPHLET NO 13 STAND OCCUPANCY. NAZAR° 2. ALL MATERiALS EOutPmENT TO BE NEW t uNDERwRiTERS 3. PIPING DIMENSIONS ARE CENTER • EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE INITH CON TRACT NI TH JOHNISOM rev1 PEP- revj Al TOYS t U5 SENTRY AUTOMATIC SPRINKLER CO Engineer Date Sheet Job No