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Home My WebLink AboutPP - 1109 ANDOVER PARK WEST - ACCUTECH CORPORATION - PERMITS AND PLANS1109 ANDOVER PARK WEST ASSOCIATED PERMITS 11-S-172 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 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.: 352304-9110 Site Address: 1109 Andover Park West Suite Number: 1109 Floor: 1 Tenant Name: Accutech New Tenant? ❑ - Yes E - No Property Owner's Name: AMB PROPERTY CORP Mailing Address: 12720 Gateway Drive, Suite 110 Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Travis Kinne Day Telephone: 253-826-0099 Company Name: Fire Sprinklers Inc. Mailing Address: 1524 45th Street East, Suite 102 E-mail Address: travis@firesprinklersinc.com Sumner WA 98390 City State Zip Fax Number: 253-826-1033 Valuation of Project (contractor's bid price): $ 4,754 Scope of Work (please provide detailed information): Add and relocate sprinklers for new walls and ceilings. 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 OWNER9R-AUTHORIZED AGENT: Signature Date: 7-28-11 Print Name: Travis Kinne Day Telephone: 253-826-0099 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Accutech 1109 Andover Park West Permit No.: 11-S-172 Date: August 1, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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. 0'-6" • 6'-4" 7'-112" 1 NOTE: ALL CEILING GRIDS HEIGHTS TO BE AT 9'-0" r AREA OF WORK WAREHOUSE EXISTING WAREHOUSE SPACE TO REMAIN PROTECTED BY EXISTING SPRINKLER SYSTEM UNCHANGED BY FSI. FIRE SPRINKLER PLAN TH I SCALE: 1/8" =1'-0" WALL LEGEND: = EXISTING DEMISING WALL (UNO) - EXISTING FULL HEIGHT WALL (UNO) NEW FULL HEIGHT WALL (UNO) SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE (UNO) = NEW SPRINKLER PIPE (UNO) = NEW 48" FLEX DROP (UNO) SPRINKLER HEAD LEGEND: = EXISTING PENDENT SPRINKLER HEAD = RELOCATED PENDENT SPRINKLER HEAD = ADD NEW PENDENT SPRINKLER HEAD 0 = ADD NEW UPRIGHT SPRINKLER HEAD = EXISTING UPRIGHT SPRINKLER HEAD A: A GLU-LAM OR BEAM MODEL #SWG 20 ALL THREAD ROD HANGER RING SAMMY SIDEWINDER HANGER TYPE SW NTS GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS SCOPE OF WORK: 1. ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. 2. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (LIGHT HAZARD). 3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. CONSTRUCTION NOTES: 1. ALL NEW PIPE TO BE BLACK, IMPORT SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS. 2. SPRINKLERS HEADS IN GWB TYPE CEILINGS TO HAVE 1" X %2" ADJUSTABLE DROP NIPPLES. 3. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE SAMMY SUPERSCREW MODEL GST -20 (UNLESS NOTED OTHERWISE). • Without Comments 11! dei Its D As Noted in Red . Per The Attached Letter .,se plans have been reviewed by The Tukwila Fire -ention Bureau for conformance with current City Idards. Acceptance is subject to errors and -Ii sions which do not a .orize. violations of adopted andards and ordinances. The responsibility for the :vauacy of design rests totally with the designer. 1ditiond. deletions or revisions to these drawings after s date will void this _.t ceptance and will require a e.submittai of revised drawings for subsequent approval. :incl acceptance is subject to field test -and Inspection by mne Tukwila Fire Prevention Bureau. Date: X - J -J I By: 1 J AREAOFNco, • • TUKWILA FIRE DEPARTMENT Please cal; 205-575-4407 and olve t)1 mit No. o addtess for shut ;i- (?tJi approval. NORTH KEY PLAN SCALE: NTS • pae cop • DRAWING SYMBOLS -ALARM VALVE RISER A_ FLOW SWTICH RISER • - DRY PIPE RISER - DELUGE/P.A. RISER O - FIRE DEPARTMENT CONNECTION - WATER MOTOR GONG - ELECTRIC BELL - FLEXIBLE GROOVED COUPLING -Q - - RIGID GROOVED COUPLING -i7- - THREADED PIPE COUPLING CONTROL VALVE ->-- - CHECK VALVE - PIPE HANGER (SEE CHART) +1 - SEISMIC BRACE (SEE CHART) 1 9-0 1 (8-10) - WELDED PIPE TAG - BRANCHLINE NUMBER PIPE SIZE & LENGTH PIPE SIZE & LENGTH (CUT) - HYDRAULIC NODE 10'-10" FF - ELEVATION DATUM *0'-10" TS4.CENTERLINE-OEPIRTO DECK MK 0 DATE BY REVISIONS DESCRIPTION HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND ❑THIS TEM HYDRAUSYSUCALLISYDESIGN® - FLOW TEST - STATIC: RESIDUAL: GPM FLOWING: DATE & TIME: piTHIS SYSTEM IS NOT V HYDRAULICALLY DESIGNED - SYSTEM DESIGN - REMOTE AREA: DENSITY: MAX AREA/HEAD K -FACTOR A B C D E F G H J K U -HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP W/ STRAP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP L N P R S SW SX T U W "L" ROD TOGGLE NUT HDI -P WEDGE ANCHOR SPRINKLER TYPE / SIN NUMBER ADDED RECESSED PENDENT HEAD / TY3231 ADDED RECESSED PENDENT HEAD / TY3231 MFG TYCO TYCO MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY TY -FRB TY -FRB • 5.6 1/2" 155° CHROME CHR/401 11 • 5.6 1/2" 155° CHROME CHR/401 5 SAMMY SUPER SCREW (GST20) SAMMY SIDEWINDER (SWG20) SAMMY X -PRESS TRAPEZE UNISTRUT POST TOTAL THIS SHEET 16 rilfr Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Accutech 1109 Andover Park West Tukwila, WA 98188 CONTRACT WITH: Johnson T.I. 10316 NE 187th St, #201 Bothell, WA 98041 P.M. - Doug 425-785-3998 Super. PAID JUL 29 2011 TUKWILA FIRE ,(73 DESIGNER: Travis Kinne DATE: SCALE: HAZARD: AHJ: JOB # SHEET# July 28, 2011 As Noted As Noted City of Tukwila 2860 FP1 OF 1