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Home My WebLink AboutPP - 406 BAKER BLVD STE 160 - MARVELLE SALES OFFICE - PERMITS AND PLANS406 BAKER BLVD STE 150 ASSOCIATED PERMITS 11-S-161 10-S-236 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.: Site Address: ,/(76 43,4 K &t/A. 1 Suite Number: /5-0 Floor: % Tenant Name: 4},:t /e L342 New Tenant? Property Owner's Name: /Voa. -K c- k > r) oir-Ac_ 60 2_10 Mailing Address: 2 7S6 ye" YS- 4` Sr m (/ CONTACT PERSON -if there are questions about the submittal. Name: CRA/C1 Company Name: Pi/LC' Mailing Address: )1A - Yes ❑ - No 77ZG✓rQ 98/ a 5� City State Zip Day Telephone: 25-3 - 533" /2'/q 2c' , fr.-gd74.7/736 C /fid'. /1)J -V/ re" E-mail Address: C/A/G 6.4 e F2CSi'srai✓'s6✓c sr. Co'� City State Zip 735-- 0w3 Fax Number: 2S3 - Valuation of Project (contractor's bid price): $ /116 2 Scope of Work (please provide detailed information): MotYX/'l EX p CX SSP Try Accor,7oAAre i1Jc / /4/A7 i' � C 1L6c/41 44 4f ,✓T 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 AUTHORIZE AGENT: 4 / Cr A ^/%/C-LG-r"l2 Signature: Print Name: Plan Permit App.doc Date: /c2"02-9 `AD Day Telephone: 2-5 933- /2 y8 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Xavier Hairstyling Lounge 406 Baker BI Permit No.: 11-S-161 Date: July 21, 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'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 7-02, 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Miss Saigon Nail Bar 406 Baker Bl Suite 150 Permit No.: 10-S-236 Date: October 29, 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 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 30 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. EXISTING HALL 105 GENERAL NOTES soupwom Ila SARCOMA= KW . II Saa°"� iollliecf1114Pi. rQr�rcuv, glitifr ♦* 1 Alp 0 arra EARTH QUAKE BRACE 1. All material and equipment to be new and underwriters approved. 2. Piping dimensions are end to end. t0= 0") 3. Earthquake bracing shall be provided in accordance with NFPA pamphlet number 13.,..s 4. Pipe hangers and method of hanging to be in accordance with NFPA pamphlet number 13. St Piping shall be accordance with pamphlet number 13. 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 systema. 8. Structural adequancy of the building to support the sprinkler piping k the responsiblity of the owner andlorstructual representatives, 9 X/5 77/1-/ UP/c h'7 fl2 ie --/7i 1//V �wS%Z/1/l t/2o/'s le6/a21/4:75 Al/�&%C`Spa" /,5 7) cc--/ .//LG' 1am"/1-/2V b 6 El r. Q T FQ WALL BELO ;A 21 I — --{ )-- EXPOSED CEILING -A PAINT BLACK �0 tiLIg S r7 r /l0,8,,q Ff EXPOSED CEILING PAINT BLACK LT -2 t 1 A I n 44 �l 4 1 " e)Qs77/� - /cL Do/Z.. f5GA7/l ANGER LEGEND c R O 1 r2 y • Nr_ ZY-► d2`� WAIL BRACKET A = EX/57; s.S0 w/ ss, - ,zEm'vE' /"1,/e0/F P[4/4 Q = •• " r P41/0 /, a 1" MOP 72 /2))7,1/./t1 • . ti - .;,.P City t b s' 21,:;5-575- ',Dive `;x-57 - jive this ire. Permit No. end exact address for :tut- . ,us . NOTICE A'€pmpleted, signed, Tikw;la Fire Department P e -test Certificate must b presented to the Inspe r prior to coma-enceme of Acceptance Testing of _ny Fire Alarm and Detection Systems. Fai!uof test will result in a ` inspection Fee and.\ termination of the testing. saUryc4r/Tek e .Kea BLVD. a1 0 \//c /4//T y /g/YP ` Yi'3i" ijGZ' WASH. STATE CONTRACTOR .L. IC #COLUMF19S2MG APPROVING AGENCIES. A SAMMY SCREWS M MACHINE THREAD ROD SPRINKLER INFORMATION CANOPY INFORMATION COACH SCREW ROD N TOGGLE BOLT SYMBOL QUANTITY TEMP MFR. MODEL TYPE FINISH ORIF. MFR. MODEL FINISH C BEAM CLAMP & RET. TRAP O POWDER DRIVEN STUD 0 3 /5S 2CLoC.g72 CX/57'M D EYE ROD P CEILING FLANGE REVISIONS KWIK BOLT R LONG STRAP ,E' 6ssEb cy/eo/vI' LUPE/cLyT 8/',q�� /% 2 1/ FLUSH SHELL S SHORT CUP G SIDE BEAM BRACKET (1t58) T TRAPEZE (SEE DETAIL) 11 STD. SIDE BEAM BRACKET v PIPE STAND COLUMBIA FIRE, INC. 15341ST AVE S SEATTLE, WA 98134 206-232-8569 FAX: 206-340-6100 .x'9V/E7z /47/J sr-Ye/,ve.o .//ri So 1 re: rr Iciev/44, J,9. 96/88 n 4 TT7 r rjv 1 n ATT' ! rrn n?� TYr' rm LU ci LU 0 F;r3 ci LU ACCEPTED Without Comment 0 As 1loted in Red O. Per The Attached Letter These plans have been reviewed oy The Tukwila Fire rrever,tion Bureau for conf:irm.ance w!th current Oty standards. Acctana.--: is subject to errors and omissions which Co not auTiorize violations of adopted st:3nderds erd orif;rinc-=s_ The. resp.onsioility for me adeduacy of (-lesion the designer. Additons, de!etioiiiii-, :r :evons to these drawings;after this date uece;:itence and reouire a resubrnittai of revi-.Leid-di-bwings for subsequent approval. Final acceptance is s.ct to fe:0 test and inspection Dy The Tukwila Fire Prevention Date: Ib -?Nci—f° By: tutcwILA FIRE DEPARTtriatt Please call: 575-440, and give this job In. /0 - i-:ress for shut. actornvati FITTER I LISTER NOTES : 1. ALL CEILING HEIGHTS TO BE 9E0" U.N.0_ (FITTER TO VERIFY) 2. SPRINKLER HEADS ARE TO BE CENTERED IN THE CEILING TILES 3. DROPS TO BE PER TYP DRCP DETAIL_ THIS SHEET a a I MT ExisTING CEILING.TC; I EMAIN --; :EXISTING CEILING TO REMAIN CR WO 1 EXISTING 7724,ANIT 1 1 n =6 6 6 666 6 6 61 - El Ex:is-TING CE;i!%:_l; TO RE;N,AIN FIRE SPRINKLERS SPRINKLERS SCALE: 114" = 1E0 RETAINER STRAP STEEL STRUCTURE NUT — BEAM CLAMP HANGER D TOP BEAM CLAMP &TR. SIZE PER N.F.P.A. RING HANGER _EXISTING LINE 446- f = -POMP F NEVV DROP WITH COUPLING EXISTING CROP — ! ••••" WITH ELBOW STING 48" FLEX DROP EXISTING QUICK RESPONSE SPRINKLER TYP. DROP SCALE: NONE = = ; VICINITY MAP SCALE: NONE SCOPE OF WORK - THIS PROJECT IS A TENANT IMPROVEMENT. FIRE SYSTEMS WEST IS AWING PENDENT TYPE SPRINKLERS TO ACCOMMODATE NEW WALLS AND CEILINGS. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40PE 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) MERCANTILE - ORDINARY HAZARD GROUP 2 (0.20 GPM/SF.) ALL NEW WORK SHALL BE DONE WITHOUT AFFECTING THE CAPABIUTY OF THE EXISTING SYSTEM. LEGEND : EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE • NEW SPRINKLER TO BE ADDED BAKER BLVD try KEY PLAN SCALE: NONE SUITE 150 BUILDING PERMIT # CONTRACT NAME MISS SIAGON NAIL BAR 406 BAKER BLVD. TUKWILA WA 98188 CONTRACT WITH_ TANGO ARCHITECTURE 7TH TACOMA AVE NORTH TACOMA, WA 98403 Phone: Fax: HANGER LEGEND SFRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES I I -14-00K L L -ROD B I SUPER SCREW -CT; CONCRETE INSERT WASHER PLATE i.,I TOP BEAM CLAMP POWDER DRIVEN SII:D R WEDGE ANCHOR F Hai -P TRAPEZE CEILING FLANGE t 1 H SIDE BEAM BRACKET j DP -M N C; F K I SHORT CLIP SPKR. THRDS SPRINKLER z ORIFICE SIZES; U P R PE NDENT TEE i 4 ,CIZEIOPENG I s OPENG UP 1 DOWN I SPRINKLERS. UP & DN SYM ; TYPE I MFG MODEL ORIFICE THREAD TEMP FINISH LCANOPY QTY MK DATE BY TYCO Tf3231 5.6K 1/2" CHROME CHROME 15 A AND TYPE r2- 3/8" 7/16 1/2" SPRAY I 11132 - SPRAY • I12' 112- 1" • P =MEE= DESCR IPTION .4„ • = _ _ t 40= 314" 1" 1 I 1/2" 1" jak 1' \ 318' 7/16" 1r2" SIDE-WALL r 112" DRY TYP 4 ip= 4 • tl"3 UT 1/2" APPROVALS REQUIRED: DISTRIBUTION: lt2" 155' CITY OF TUKWILA CITY OF TUKWILA. TEMP 20,0 RATINGI OWNER !ARCHITECT OWNER / ARCHITECT TOTAL 15 FIRE SYSTEMS WEST 1. ALL MAI ERIAL AND EQUIPMENT TO EE NEW AND UNDERWRI I ERS APPROVED_ 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (V-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13_ 4. PIPE HANGERS AND ME I HOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13_ 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13_ 6. JOINING OF PIPE AND Fl I 1INGS, 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: Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 PAID OCT 28 2010 TUKWILA FIRE WA CI.* FRESPil 14051 O.CFABEY:n_ SMITH 0_1 INSTALL BY: DESEGNER DATE jOB NUMBER SHEET C. M L. E R 10/25i1C -2-11*542 OF 101,1.1111111101W1111.1M ql HIll'","