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Home My WebLink AboutPP - 672 STRANDER BLVD - UNKNOWN - PERMITS AND PLANS672 STRANDER BLVD ASSOCIATED PERMITS 14-5-047 850249 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.: 0005 SO - CO34 U/ Site Address: b72 .5T1Z/l,J.DE-r_ 5(.. OP • Suite Number: Floor: Tenant Name: THE oct E� Y New Tenant? [Yes ❑ - No Property Owner's Name: 13C, Pra RTU E.&3 i LL G 00 hi1 k re -OPEC -TY S VC-6- Mailing GSMailing Address: Skl o Cu a LI -4 l C &,i 98 O G 5 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: PETER- DELL, A D v Day Telephone: 253 43'12•"►2.22- Company Name: 14e- C t -ti E R C.-0,ST ZUC.Ti O &ft u1/41 G Mailing Address: /Qa55 S. 20(o a-cS%RC-CT /T 0) 4 98032 City State Zip E-mail Address: PDE.LC-r 4 o o tf . A 2 GH SIC c a1JSr[.t.jtfl o n/. roti Fax Number: 253.43'12.12-t'i Total number of new/relocated devices or sprinkler heads: 2`-I Valuation of Project (contractor's bid price): $ 2_,S1 (o • " Scope of Work (please provide detailed information): 1ZGi.0 c-e"1"C ) Mk -0:2E14 r AJ ILtc,e_xl TO r -J - -) L u c.4-11 i OA" A.t ASN CIA) ,t 1 e( fLC ft -14 P (...) Qu (C.. P f?a ',life - PERMIT life - 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�O AU HORIZED AGENT: Signature:�J ,�- Date: 3/ / `/ /20 / `t Print Name: PE1 R Dc Lca A P o Day Telephone: ZS 3 €2-72.• '12 22 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: The Neptune Society 672 Strander BI Permit No.: 14-S-047 Date: March 19, 2014 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). 4 a • 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. NEPTUNE SOCIETY FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" ACCEPTE Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'revention Bureau for conformance with current City .rundards. Acceptance is subject to errors and -,missions which do not authorize violations of adopted i-andards and ordinances. The responsibillty for the dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after Lr.IG date will void this acceptance andwill require a : esubrnittal of revised drawings for subsequent approval, acceptance is subject to 'field test and Inspection _by s ne Tukwila Fire Prevention Bureau. . =ate: M^I `1-1 ` By: TUKWILA FIRE DEPARTMENT Please call 246.575-4407 and give this Fire Permit No. lei and exact address for shut- down or restoration approval. MECHANICAL TEE I DROP LENGTH Al (VARIES) FLEX DROP 1" ARM -OVER LENGTH 1/2" 'QR' SSP 1" ARM -OVER 0-3 ACT CEILING TYPICAL FLEX DROP DETAIL 'B' 1/2" SSU 1"x1/2"R.C.�II 1" SPRIG UP • 1" TEE FLEX DROP 4 11/2"1 BL -7 11—C) 1" POL' ACT CEILING 1/2" 'QR' SSP TYPICAL FLEX DEOP ACT DROP CEILING SAMMY SUPERSCREW SAMMY SIDEWINDER STORE FRONT SCOPE OF WORK: 1. ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING & WALL LOCATIONS. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 & CITY OF TUKWILA. 6. NEW CEILING AND WALLS DO NOT AFFECT EXISTING UPRIGHT SPRINKLER PROTECTION. CLARIFICATIONS: 1 ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SUPERSCREW (WOOD). SEE HANGER DETAIL 'A' ON SHEET FPI. 2. HEAD SPACING MATCH EXISTING ORDINARY HAZARD PER NFPA-13. 3. ALL THREADED PIPING TO BE SCH. 40 JOINED W/ THREADED FITTINGS. 4. ALL SPRINKLER DROPS INTO ACOUSTICAL TILE CEILINGS TO BE INSTALLED WITH SPRINKFLEX, FLEXIBLE SPRINKLER DROP TO CENTER OF TILE. KEY PLAN SCALE: N.T.S. 11114;;", i81 Theodore M. Queen 4930-0205-C , Level 3. i' Archer Construction, Inc. �^ CHET 90R,, laR 1 e MON VICINITY MAP SCALE: N.T.S. REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP Ei SIDE BEAM BRACKET c 13 EYE SOCKET NUT & PLATE WASHER AREA NUMBER CODE HAZARD SYSTEM TYPE F G KWIK-BOLT HDI -P REMOTE AREA SQ. FT. DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER SAMMY SIDEWINDER 11 SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L. U -HOOK M SIIORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE WALL BRACKET P n TRAPEZE • REMOTE AREA SQ FT. DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER R TOTAL SYSTEM REQUIREMENTS: AFF BOB BOD BOJ BOP BOT CTS FO I FOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT • FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING • STATIC XX PSI SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL XX PSI GPM FLOWING XXXX GPM A• R. RELIABLE F1FR56 RAI414 PENDENT CHROME K=5.6 1/2 : 155° REC. 24 DATE & TIME XX/XX/XXXX PER: LOCATION: ARCHER'S CONSTRUCTION, INC NOTES: TOTAL PROJECT SPRINKLERS = 24 TOTAL SPRINKLERS THIS SHEET 24 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 THE NEPTUNE SOCIETY 672 STRANDER BLVD. TUKWILA, WA 98188 PAID FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S14-24 AUTHORITY: CITY OF TUKWILA CONTRACTOR: EDI / ENRICHED PHONE: XXX-XXXX FAX: XXX-XXXX WAR 17 2014 WKWILA FIRE _,(7/07/7.2_12,2/ - AUTHORITY: Z17z-- 122/ - DESIGNER: MIKE M. SCALE: 1/4" = DATE: 3/7/2014 REVISED / / PLOTTED / / FP1OF1 0 ,___..0 Z__ _ .__.w..... . o __ . 0 _____ _ _ IF - 6/ ce _db V o W o 0 CP IX NEPTUNE SOCIETY FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" ACCEPTE Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'revention Bureau for conformance with current City .rundards. Acceptance is subject to errors and -,missions which do not authorize violations of adopted i-andards and ordinances. The responsibillty for the dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after Lr.IG date will void this acceptance andwill require a : esubrnittal of revised drawings for subsequent approval, acceptance is subject to 'field test and Inspection _by s ne Tukwila Fire Prevention Bureau. . =ate: M^I `1-1 ` By: TUKWILA FIRE DEPARTMENT Please call 246.575-4407 and give this Fire Permit No. lei and exact address for shut- down or restoration approval. MECHANICAL TEE I DROP LENGTH Al (VARIES) FLEX DROP 1" ARM -OVER LENGTH 1/2" 'QR' SSP 1" ARM -OVER 0-3 ACT CEILING TYPICAL FLEX DROP DETAIL 'B' 1/2" SSU 1"x1/2"R.C.�II 1" SPRIG UP • 1" TEE FLEX DROP 4 11/2"1 BL -7 11—C) 1" POL' ACT CEILING 1/2" 'QR' SSP TYPICAL FLEX DEOP ACT DROP CEILING SAMMY SUPERSCREW SAMMY SIDEWINDER STORE FRONT SCOPE OF WORK: 1. ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING & WALL LOCATIONS. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 & CITY OF TUKWILA. 6. NEW CEILING AND WALLS DO NOT AFFECT EXISTING UPRIGHT SPRINKLER PROTECTION. CLARIFICATIONS: 1 ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SUPERSCREW (WOOD). SEE HANGER DETAIL 'A' ON SHEET FPI. 2. HEAD SPACING MATCH EXISTING ORDINARY HAZARD PER NFPA-13. 3. ALL THREADED PIPING TO BE SCH. 40 JOINED W/ THREADED FITTINGS. 4. ALL SPRINKLER DROPS INTO ACOUSTICAL TILE CEILINGS TO BE INSTALLED WITH SPRINKFLEX, FLEXIBLE SPRINKLER DROP TO CENTER OF TILE. KEY PLAN SCALE: N.T.S. 11114;;", i81 Theodore M. Queen 4930-0205-C , Level 3. i' Archer Construction, Inc. �^ CHET 90R,, laR 1 e MON VICINITY MAP SCALE: N.T.S. REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP Ei SIDE BEAM BRACKET c 13 EYE SOCKET NUT & PLATE WASHER AREA NUMBER CODE HAZARD SYSTEM TYPE F G KWIK-BOLT HDI -P REMOTE AREA SQ. FT. DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER SAMMY SIDEWINDER 11 SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L. U -HOOK M SIIORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE WALL BRACKET P n TRAPEZE • REMOTE AREA SQ FT. DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER R TOTAL SYSTEM REQUIREMENTS: AFF BOB BOD BOJ BOP BOT CTS FO I FOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT • FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING • STATIC XX PSI SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL XX PSI GPM FLOWING XXXX GPM A• R. RELIABLE F1FR56 RAI414 PENDENT CHROME K=5.6 1/2 : 155° REC. 24 DATE & TIME XX/XX/XXXX PER: LOCATION: ARCHER'S CONSTRUCTION, INC NOTES: TOTAL PROJECT SPRINKLERS = 24 TOTAL SPRINKLERS THIS SHEET 24 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 THE NEPTUNE SOCIETY 672 STRANDER BLVD. TUKWILA, WA 98188 PAID FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S14-24 AUTHORITY: CITY OF TUKWILA CONTRACTOR: EDI / ENRICHED PHONE: XXX-XXXX FAX: XXX-XXXX WAR 17 2014 WKWILA FIRE _,(7/07/7.2_12,2/ - AUTHORITY: Z17z-- 122/ - DESIGNER: MIKE M. SCALE: 1/4" = DATE: 3/7/2014 REVISED / / PLOTTED / / FP1OF1 EPT ED a WITHOUT COMMENTS. - t'4AERSNTHEOTEDATTACHINRED ED LETTER TThe drawings affixed hereto h ve b reviewed and accepted bythe Cityeen = tj<f - wila Fire Dept Additins, deleions •, revisions to these drawings after this •ate will void this acceptance and will require a resubmittal of revised drawings. Final accepta subject'to field- inspectio resentative of this department -4- °'1 0 - `- t toy v i i -6y TUFciviLA FIRE DEPARTMENT Please call: 575.44.07 and give this job No.SS024 and exact addressfor sh approvai bl (i"APF 1116,11 role TRAJ,4N MAR -I -"ELS , 14,1/z, V5 51�;, � CLIP AST Rod ds r R4G Fltri1(E ¶et4A NT WALLS «P. Apps • W'ASRINTUH SURVEYING & ' TING S ATrLE. WA H. f=: JUL 1819.5 As meeting requirements of this Bureau fo however, system changes or additions as r or.. sheet(sl�will result in improved rates Acceptance tplies o. Ems a tubmlltted and for construction and occup nc�r) installation subject to inspection for final a ptance.0 s elate exclusively to relarnta approvals and accepters eos They o r of commvnts apP nn fere 1 surance rates effect s various Nz_r n. in any way u on the question of wfoeth�rsooai be construed d ' osstibie 11ab'ltty care" has beer a�e c1r'J with !t scc 6d that hazards �tlii injury or damage to propeatY- result to loss still Prat classification as spnnklered,t. mended on the attached 421 TRAPEL` - .sac s+EErIF.'. '('(P1;.A_ r3RAr1V1 N HAN GER, X11 \---1 3jt „ S e 13M Gj,1 3/p, K I' -d Atr�, 1+e Y N ui� ' vJQ Sr+ra, A G �—. .„--- 50b r3ob 1�.-i i" 2 IZ l'A.UNT A g3 A( G'J a:. ,at.is L;4 Pv211- " ii i A WET FI -1 ,"� ° S1; vs/i) J5-5 Z' -a' Jc 11 S" Set 3Tyr, RVL6c-rk, CEILING Pl.Ar1 , BLG- D , '4 1-1 off, H PI1'INC-, PLN 114. 0 6C- NOTES 12.3 • y AFF s u r3r;AS JPR16.1T " Brias5 PENhEkrr w/ Zit *401 UPRTd. P oN 14 )1)0 TL` oN i R U Te.E M/ ARM To PE)4, P1P� bN FRonn NDrE.b 511-,LK.T Li; r301 .'jM or N!L n f�{3JY°. FNiS�1 FL -DOR l .sr C-,r7,00tta:couP�- iCI 11 Q7 4G 11+,7-r L.�GX i7,161� JOB NUMBER: 42 2 `/ S4EET: 4 of S N SR 769 • - - • - -•' - .• : _ -- e • • • • } _ — j '1 # - 1 r 1 - - Jt ., a 1 ;•- 1 •, • , i• �, e • • _ • 1 4N ,r . 1 l T II i -i u i F . - - -4- °'1 0 - `- t toy v i i -6y TUFciviLA FIRE DEPARTMENT Please call: 575.44.07 and give this job No.SS024 and exact addressfor sh approvai bl (i"APF 1116,11 role TRAJ,4N MAR -I -"ELS , 14,1/z, V5 51�;, � CLIP AST Rod ds r R4G Fltri1(E ¶et4A NT WALLS «P. Apps • W'ASRINTUH SURVEYING & ' TING S ATrLE. WA H. f=: JUL 1819.5 As meeting requirements of this Bureau fo however, system changes or additions as r or.. sheet(sl�will result in improved rates Acceptance tplies o. Ems a tubmlltted and for construction and occup nc�r) installation subject to inspection for final a ptance.0 s elate exclusively to relarnta approvals and accepters eos They o r of commvnts apP nn fere 1 surance rates effect s various Nz_r n. in any way u on the question of wfoeth�rsooai be construed d ' osstibie 11ab'ltty care" has beer a�e c1r'J with !t scc 6d that hazards �tlii injury or damage to propeatY- result to loss still Prat classification as spnnklered,t. mended on the attached 421 TRAPEL` - .sac s+EErIF.'. '('(P1;.A_ r3RAr1V1 N HAN GER, X11 \---1 3jt „ S e 13M Gj,1 3/p, K I' -d Atr�, 1+e Y N ui� ' vJQ Sr+ra, A G �—. .„--- 50b r3ob 1�.-i i" 2 IZ l'A.UNT A g3 A( G'J a:. ,at.is L;4 Pv211- " ii i A WET FI -1 ,"� ° S1; vs/i) J5-5 Z' -a' Jc 11 S" Set 3Tyr, RVL6c-rk, CEILING Pl.Ar1 , BLG- D , '4 1-1 off, H PI1'INC-, PLN 114. 0 6C- NOTES 12.3 • y AFF s u r3r;AS JPR16.1T " Brias5 PENhEkrr w/ Zit *401 UPRTd. P oN 14 )1)0 TL` oN i R U Te.E M/ ARM To PE)4, P1P� bN FRonn NDrE.b 511-,LK.T Li; r301 .'jM or N!L n f�{3JY°. FNiS�1 FL -DOR l .sr C-,r7,00tta:couP�- iCI 11 Q7 4G 11+,7-r L.�GX i7,161� JOB NUMBER: 42 2 `/ S4EET: 4 of S N SR 769