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Home My WebLink AboutPP - 10700 27TH AVE S - US POSTAL SERVICE - PERMITS AND PLANS10700 27TH AVE S ASSOCIATED PERMITS 10-5-256 94-S-030 MERV SITE LOCATION ZITY OF 'TUKWILA I"'LRE DEPARTMENT =14 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.: 1f010c, 2`1'� S Site Address: ,�� Suite Number: Floor: Tenant Name: USES Property Owner's Name: U SPS Mailing Address: New Tenant? ❑ - Yes ®- No CONTACT PERSON -if there are questions about the submittal. Name: CAAvx5 SaMA) Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E City State Zip Day Telephone: 2-5S.1.204 .t4 0 l Tacoma WA 98424 City State Zip E-mail Address: ► S S� f o+ i rG • (.,corn Fax Number: S .184 .91,a2 Valuation of Project (contractor's bid price): $ Dam Scope of Work (please provide detailed information): TPJ U-- L1' SO'VEA, SiTok.+-Cps f� -1- G 1.z#JGS AVD VA -1 -LS 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 AUTHORIZED AGENT: Signature: Date: • ��3. L 9 Print Name: CAA4 I-64 Plan Permit App.doc Day Telephone: 1.61. 2-S4 .'moi• 1 5/14/10 TFD FP Form 8 /0 — 5 -- FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: USPS Tukwila 10700 27th Ave S Permit No.: 10-S-256 Date: November 22, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'A inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic testand system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition 1:o 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 all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. i CUSTODIAL O.T.S. � tY i-6/� 11"x1 M.T� 1/2" PLUG 1 M.T. 812 DISPATCH ACT M.T. 1y I 81/2 1 1 111 t7 [ LINE OF SOFFIT -\ —0 1 Y 1 1 1 FIRE SPRINKLER PLAN BEGIN TOUR ROOM O.T.S. T t I 11x1 M.T. SLPERVISOR AC 11/i1 M.T. PVS FILE ROOM O.T.S. —I 1 PVS STORAGE ROOM O.T.S. SCALE: 1/8"=1'-0" GENERAL NOTES 1. — — — — -DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. ID DENOTES EXISTING UPRIGHT FIRE SPRINKLER TO REMAIN. 22 GAUGE METAL DECK 3/8"xPLAN ATR SPRINKLER PIPE FS : PE,"I"..te • 1•a .5e plans have been r viev,.a+,a (ne Tukwila Fire lention Bureau for conforrrl;,r .e ;ith current City ndards..Acceptance is sui)je,c: ;. en'ors and • i.ssicrIs which deo r„t of adopted )dards and drrl=-ancF-;: for the •r. uacy of design ;3esigner. ;.� itions, eietion., _ + ; .:_. fl ; . �. z ..drawings after date. will void ..'i; :::T:_ept _ and ,•,,10 require a ,uDmUrii tit. r. a,.: _ d:'drE.ryvings f oT Ir gt.te! nt approval. ,a! acceptance is subject to field tesla and inspection by e Tukw14:i Fire Prevention Bureau. }ars: /1 "›..1- -10 SAMMY XP.20 ANVIL FIG 69 RING HANGER SIZE PER PLAN TYPICAL HANGER DETAIL SCALE: NONE !kw/MA FIRE DEPARTI* 1, Please call: 575-440Z and give this job No. lo - S - �S�o and exact address for shuts Or Ain or restoration noor,\J SCOPE OF WORK MODIFY EXISTING FIRE SPRINKLER SYSTEM FOR TI WALLS AND CEILINGS. VICINITY MAP 10700 27 AVE S 10-S-256 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HILTI HDI—P G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R HILTI KB—III S PIPE SPIKE T U V W X Y Z SAMMYS XP.20 STATE CERTIFICATION SPRINKLER LEGEND ceo Y a. SPRINKLER ORIFICE SIZES AND TYPE c� z W 0 z W a W W N W"VI 1 2 5 3 7 1 SPRAY 16 8 16 2 0 1/2” • 1- 3 4 17 32 SPRAY 3/4" • 1" 2 3 7 1 8 16 2 SIDEWALL 1/2" 1" 1" 1 2 DRY TYPE 1" • 1" 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE TEMP RATING (i STRUCTURE TO CENTER /�� UNE OF PIPE IN INCHES FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING o 165° -e- 212° Q 286° BgE 350° 500° APPROVAL cca Z z 6:a N F. W O J m >z - N O z z3 z O W O a O 1/2" 1" 1" 1/2" 1" 1" 1/2" ICD 1/2" REQ UIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY O RELIABLE FIFR/F2 Q.R. REC. PENDENT v2" 5.6k CHROME CHROME 155E 6 O RELIABLE F1 SSU " 5.6k BRONZE NONE 155'F 1 TOTAL 7 QUAUTY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 2007 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING Of PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. TI DESIGNED PER NFPA 13,-2997 EDITION, FOR -LIGHT HAZARD. 2010 OR O A PIPE NOTES 1. ALL THREADED PIPE TO BE BLACK SCH. 40. 2. ALL GROOVED PIPE TO BE BLACK SCH. 10. 3. ALL GROOVED COUPLINGS TO BE RIGID U.N.O. BY FLX. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: HILGER CONSTRUCTION 10905 25TH AVE E TACOMA. WA 98445 SUBMITTAL 11.18.2010 PROJECT NAME: USPS TUKWILA 10700 27TH AVE S TUKWILA, WA PVS PAID 57 TUve11441:8E,,e2 PATRIOT 2707 70TH AVENUE EAST TACOMA. WA 98424 PATRIFP099CF WWW.PATRIOTFIRE.COM chriss@potriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER CHRIS SEAMAN 1 SHEET DATE 11.18.2010 1 1 OF 1 JOB NO. 12-13355 FP -1 1 AREA. MAP ic. ADDRESS: O7OO1IW.M ARGINAL WAYtSO. TUKWILA,WASHINGTON -_ :PROJECT - - SITE- - EXIT 157 EAST MARGINAL WAY CORPORATE PARK - 599. TUKWILA FROM KENT & AUBURN 900 99 FROM SEATTLE—TACOMA AIRPORT 50 BUILDING LOCATION: NO SCALE 1073 L J 1 1NG V LOPMENT L C NT WEST MAR1NAL WAY SOUTH kWILA, IJilASH1NGTON 108 J PERMIT: INFORMATION THIS PERMIT IS A: (CHECK ONE) • 0 TENANT IMPROVEMENT PERMIT 0 s TENANT IMPROVEMENT PERMIT WITH STRUCTURAL WORK D SHELL MODIFICATION - PERMIT—WORK DESCRIPTION REMOVE APPROXIMATELY 30 L.F. OE EXISTING 9'-0" HIGH VANGUARD PARTITION; REMOVE AND RELOCATE (1)- EXISTING VANGUARD DOOR- - AND FRAME; INSTALL APPROXIMATELY 29 LF.- OF 9"--07--HIGH VAN— GUARD—PARTITION; REPLACE D—AMAOED CEILINC- TILE IN WORK AREA. THIS PERMIT VALUE OF WORK: $1,200 TENANT NAME & ADDRESS: L BOEING MILITARY AIRPLANES i� 10700 WEST MARGINAL WAY SOUTH _ SEATTLE, WA 98108 -- - PERMIT CONTACT- & ADDRESS: r. BOEING MILITARY AIRPLANES 'ATTN: MR. TERRY BENNETT =y0. BOX 3707, MS 46-87: SEATTLE, WA 98124-2207 PHONE: 206-544-2975 PROPERTY TAX ACCOUNT NUMBER APPLICATION NUMBERS FOR RELATED PERMITS TENANT SPACE SQUARE FOOTAGE 175,000 SF - HEATING & COOLING SYSTEM DESCRIPTION CENTRAL CHILLED WATER AND HOT WATER BOILER HEATING PLANT LOCATED IN BLDG. 7--253 WITH AIR HANDLING UNITS FOR HEATING AND AJC UNITS. - WITHIN THIS PERMIT, ARE THERE ANY FLAMMABLE, COMBUSTIBLE LIQUIDS OR HAZARDOUS MATERIALS USAGES OR PROCESSES? (CHECK ONE) ® NONE D YES (SEE ATTACHED NARRATIVE) - ANY STORAGE IN EXCESS OF 12 FEET IN HEIGHT? (CHECK ONE) El NONE - - - - D YES (SEE ATTACHED NARRATIVE) - CONTRACTOR'S CURRENT REGISTRATION NUMBER SYM __ -- REVISION . BY APPROVED . DATE SYM • REVISION BY APPROVED - DATE A LANSYSTEM REQUIREMENTS 910463-07 31A _ __ _ _ - t - -- - - - 1 t 44 t _- , AUZIWZAW FACILITIES DEPARTMENT. 9 GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY KING COUNTY MUST BE0N SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. jdERFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9-51 COL N/1, AFTER COMPLETION OF THIS CONSTRUCTION. { PROJECT CHECKLIST CHECK = BOX • TF -ESE DRAWINGS CONFORM TO THE 1988 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FFEE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH KkkIG COUNTY ZONING. O ENGINEERING CALCULATIONS ( IF APPLICABLE ) ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33—A. ® Bt)ILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. N MBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: D 1. GENERAL PERMIT (SHELL MODIFICATION) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL_ DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ® 3. TENANT IMPROVEMENTS, 3 COMPLETE SETS ❑ 3' MECHANICAL, 2 COMPLETE SETS p 4 FIRE PROTECTION/SPRINKLERS, 2 COMPLETE SETS - - PROJECT SCOPE . REMOVE TWO SPRINKLER HEAD AT FREEZER WHICH IS TO BE RELOCATED. j ❑ AUBURN, - WA. ❑ EVERETT, WA. ❑KENT, __ - Wk ❑ PORTLAND, OR. ❑ RENTON, WA. • SEATTLF, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED c_7) DRAWN BY S. REYNOLDS CODE. SUMMARY BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TWE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR 2 STORIES OCCUPANT LOAD: CONSTRUCTION TYPE HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE WIND LOAD LIVE LOADS: ROOF 2ND FLOOR GROUND FLOOR DEAD LOADS: ROOF 2ND FLOOR 1ST FLOOR 2 1988 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILA GROUP B, DIVISION 2, OFFICE & FACTORY TYPE II, N Fl 87,500 175,000 87,500 87,500 2 NO CHANGES TYPE V-1 HR BARRIER FREE FULLY AUTOMATIC, TUKWILA FIRE DEPARTIQtr. Rem 115.44p7 tad give this job ¢hexa tasidxiess: fon slid tt. i g'r mA#cu, ait„ F/S CLASS 1 SPRINKLERS' THROUGHOUT ZONE 3, K=1.33, Z=.75 80 MPH ZONE, EXPOSURE C 25 PSF 100 PSF 250 PSF 20 PSF 38.5 PSF 100 PSF ACCEPTED WITHOUT COMMENTS. o AS NOTED IN RED ❑ PER THE ATTAC'-;ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dedt. Additions, debti3ns or revisions to these drawings after this date will voi I this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to fiel i - inspection by a representative of this department DATE: 2 -/S- iZ CITY OF TUKWILA 575-4407 -416 12 20-90 CHECKED SUBTITLE COVER SHEET 910463-07 LAST REVISION 8/21/91 SYMBOL DATE APPROVED 8Y DEPT. DATE ENGR. T. HANSON CHECKED 8-18-91 APPROVED APPROVED TITLE AFNHITECTURAL MASTER D.C. J 10700 27 AVE S 94—S-030 SHEET JOB N0. Al 920564-07 DWG NO. 7-250—A1 rr ,� 14 DRAWING INDEX : SHEET N0. I SHEETI TITLE & REVISION # j 3 SHEET SHEET TITLE Al TITLE SHEET j 3M267 FIRE PROTECTION PLAN 1 1 t DRAWN BY S. REYNOLDS CODE. SUMMARY BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TWE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR 2 STORIES OCCUPANT LOAD: CONSTRUCTION TYPE HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE WIND LOAD LIVE LOADS: ROOF 2ND FLOOR GROUND FLOOR DEAD LOADS: ROOF 2ND FLOOR 1ST FLOOR 2 1988 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILA GROUP B, DIVISION 2, OFFICE & FACTORY TYPE II, N Fl 87,500 175,000 87,500 87,500 2 NO CHANGES TYPE V-1 HR BARRIER FREE FULLY AUTOMATIC, TUKWILA FIRE DEPARTIQtr. Rem 115.44p7 tad give this job ¢hexa tasidxiess: fon slid tt. i g'r mA#cu, ait„ F/S CLASS 1 SPRINKLERS' THROUGHOUT ZONE 3, K=1.33, Z=.75 80 MPH ZONE, EXPOSURE C 25 PSF 100 PSF 250 PSF 20 PSF 38.5 PSF 100 PSF ACCEPTED WITHOUT COMMENTS. o AS NOTED IN RED ❑ PER THE ATTAC'-;ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dedt. Additions, debti3ns or revisions to these drawings after this date will voi I this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to fiel i - inspection by a representative of this department DATE: 2 -/S- iZ CITY OF TUKWILA 575-4407 -416 12 20-90 CHECKED SUBTITLE COVER SHEET 910463-07 LAST REVISION 8/21/91 SYMBOL DATE APPROVED 8Y DEPT. DATE ENGR. T. HANSON CHECKED 8-18-91 APPROVED APPROVED TITLE AFNHITECTURAL MASTER D.C. J 10700 27 AVE S 94—S-030 SHEET JOB N0. Al 920564-07 DWG NO. 7-250—A1 rr ,� NOTE. DN 2x3-4 TxG DN 2x21-0 GxT TO 2x1 1/2 x 1 1/2 TEE K 75 M 17-81/2' 2" 2'-9 C/E I K 75 35 2" '0 9'-11-1/2" C/E 35 1-72" / 0 9'-11-1/2" E/C 1 1-1/2" 1-1/4" 1-1/4' 1" 1" 0 A 9'-11-1/2' 9'-11-1/2" 9'-11-102" 9'-11" 4" C/E E/C C/E FxT 2" 1-1/2" 1-1/2" 1-1/4" 1-1/4" 1' 1" 35 1-1/4" 9'-11-1/2" E/C 1-1/4" 1-1/2" 9'-11-1/2" 9'-11" C/E 2" 2" 35 2" tk t2 1-1/2' 1-1/4" 1-1/4" 1" 9'-11-1/2" 9'-11 E/E E/C C/E 1-1/4' 1-1/4" 1-1/2" 0 2" 0 -1/2" 9'-11-1/2" 2 w/C 4 FxT 2" Z" 1-1/2" 1-1/2" 1-1/4" 0 1-1/4" 1' 2" 1-1/2" 1-1/2" 1-1/4" 1-1/4"1 0 2" /0 1-1/2" / 0 1-1/2" 0 1-1/4" 0 1" t 1-1/4'1 1 L 1" / 0 K 75 HOSE RACK W/1-1/2" X 100' HOSE 1-1/2" 1-1/4" 1-112" 1-1/2" 1-1 2" 2" /0 /0 9'-11-1/2" C/E 6 LJNES AT 10"BELOW DECK WITH 11-10' U -HOOK USE WRAP-ARPUND U -HOOK AT END PIECES WAIN AT 4'-6' BELOW DECK -4" C/L BELOW 50" TRUSSES HANGERS. 2 1/2'x9 -0" PIPE TRAPEZE (SUPPORTING 4' MAIN) 3'x9 -0" PIPE TRAPEZE (SUPPORTING 6" MAINS) 4'x9 -0" PIPE TRAPEZE (SUPPORTING 8" MAINS) ANGLE IRON WALL BRACKET AT PERIMETER WALLS 1300 = CENTERLINE OF PIPE TO BOTTOM OF DECK 1° 4" �1-1/4"r 1" 1 - 1— I/2" 1-1/2" 1-1/4" 1-1/4" 1" 0 0 / 0 / 0/ 1-1/2 / 0 9'-11-.1/2" E/C NOTE 1-1/2 / 0 9'-11-1/2" C/E 1-1/4 0 9'-11-1/2" E/C BOB = CENTERLINE OF PIPE TO BOTTOM OF BEAM R = RIGID COUPLING E/C = END OF PIPE TO CENTER OF OUTLET C/C = CENTER OF OUTLET TO CENTER OF OUTLET C/E = CENTER OF OUTLET TO END OF PIPE REDRAWN FROM ORIGINAL CONSTRUCTION DRAWINGS PREPARED BY MCKINSTRY CO. OF SEATTLE DATED 1-1/4" j 1 9'-11-1/2" 9'-11" C/E FxT *--0 NOTE / 0 0 1" 1" 1" 1" 1' 1" 1 1" 4" 1-1/4" Efir / 1 1-1/4" ' 1-1/4" 1-1/4" 1-1/2" 10 ' 0 0 0 1-1/4" 1-1/4" 1-1/2" 1-1/4' c0 fif 2" 2" 2" 3- 9'-11-1/2" E/C 1 1/2 1 U N U 4 TxF 2" 1-1/2" 1-1/4' 1-1/4" 1" fir 9`-11-1/2" C/E 4" FxT R — N • / CO 1 t 2" 1-1/2" 1-1/4" 35 • 01 • • �1-1/2" N U W " v It / w CO t N U 2" 1-1/2' 5 1/2" B08 37' BOD EL= 16 -0 1/2" C/L 1-1/4" 1-1/4" • N 1-1/4" 1-1/2" 2" / 2" 1 s CO A • r tD U ap W — R 1-1/2" AUG 1987, TITLED 'OXBOW CORPORATE PARK' SHT FPI, FP2, FP3 FP4 FP5 FP8 FP9 160 SPRINKLER HEADS HIS SHEET L 1-1/4" 1-1/4" 1-1/2" cO / 0 2" 1-1/4" 1-1/4" 1-1/2" 2" 0 1-1/4" 1-1/4" 1-1/2" IMP e 1-1/4" 1-1/4" 1" • tC) '•••.,. U 2" 2" 1-1/2" 1-1/4" • 0 1-1 /4" 1' / ` !�• - t t0 U t 2" 2" 1 1-1/2" 1-1/4" 1-1/4" 1" 1-1/4' 1-1/4" 1-1/2" w LQ \ CI V (, 2„ 2" 2" 1-1/2" 1-1/4" 1-1/4' 1" R ket2" W / 2' 2" 2 —9 C/E 2" 1-1/2" 1-1/4" 1-1/4" 9'-11-1/2' 9'-11-1/2' E/C C/E FLOOR PLAN 9'-11" 9'-11-1/2" ' 9'-11 E/E E/C C/E N 1/8" = 1'-0" —1/2" 6 9'-11-1/2" E/C 2" • 1 4 FxT -3" 9'-11-1/2' E/C 1 1/2 4 TxF 9'-11-1/2" C/E 4" FxT REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADD SPRINKLER HEAD REMOVE SPRINKLER HEAD DMV DMV FACILITIES DEPARTMENT ❑ AUBURN,1 WA ❑ EVERETT,' WA ❑ KENT, I WA. ❑ PORTLAND, OR ❑ RENTON, ,' WA D SEATTLE, WA 98002 98201 98031 97220 98055 98124 ACCEPTABIUTY THt5 DESK ► AND/OR SPECIFICATION IS APPROVED DRAW BY D PRETARE 4.0 1 Crl Cit - r • t0 N t0 CV r N c 3%29/91 CHECKED SUBTITLE 7.1 1 LEGEND: -a- -- 6 (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER PENDANT AND UPRIGHT SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER_ (ALARM VALVE OR UPPER FLOORS WATER MOTOR GONG PIPE HANGER -4- 2—WAY EARTHQUAKE BRACING • 4—WAY EARTHQUAKE BRACING GENERAL NOTES: 1) NOTIFY BOEING FIRE DEPT 24 HOURS PRIOR TO SHUTDOWN 2) FOR EARTHQUAKE BRACING USE 1" STEEL PIPE FOR BRACES _ UP TO 7-0" LONG & 1 1/4" PIPE FOR BRACES 7'-1' TO 9'—O" LONG FLATTEN AND DRILL ENDS FOR MOUNTING 3) USE 1/2", 165D SPRINKLER HEADS (PENDANT OR UPRIGHT AS INDICATED, UNLESS NOTED OTHERWISE) 4) SLOPE ALL PIPING AS INDICATED TO DRAIN BACK TO RISER OR TO LOW POINT DRAIN 5) ALL MATERIALS & INSTALLATION SHALL CONFORM TO NFPA - PAMPHLET 13 FOR ORDINARY HAZARD OCCUPANCY 6 ) NO REFLECTED CEILING PLAN AVAILABLE THIS AREA 7.) CONNECT TO EXISTING CROSS MAINS WHERE INDICATED ONLY AFTER HYDROSTATIC TEST (200 PSI FOR 24 HOURS) HAS BEEN WITNESSED & APPROVED BY THE BOEING FIRE DEPT ALARM VALVE LOCATION TYPE- DEGREE QTY TOTAL SPRINKLERS THIS VALVE/ THIS DWG REMOVAL NOTES: 1. REMOVE TWO (2) DRY TYPE SPRINKLER HEAD SERVING THE WALK-IN COOLER PLUG END OF EXISTING 1 1/4" PIPE RUNNING _ DOWN THE WALL 341260 I 34261 1 34262 34264 34265 1 34266 311268 t 34269 311270 �— —r- 3M263 i 34271 34272 1 34273 1 34274 1 34275 1 1 t KEY PLAN FIRE _PROTECTION PLAN LAST REVSION !SYMBOL DATE APPROVED BY DEPT DATE ENGR CHECKED APPROVED APPROVED TITLE --/o 7O0- 7 ? MECHANICAL MASTER- ! r_5_6)30 o.c NO. COL. K 75—P/3 5-6- - D C 7-250-3M267 BLDG• 7-250 3 SHEET 3M267 (.) JO8 N0. >v_