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HomeMy WebLinkAboutPP - 17095 SOUTHCENTER PKWY - PLATOS CLOSET - PERMITS AND PLANS17095 SOUTHCENTER PKWY ASSOCIATED PERMITS 98-S-257 09-S-196 03-S-118 15-5-128 'FIRM SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 2623049069, 9070, 9071 Site Address: 17095 South Center Pky Suite Number: Floor: Tenant Name: Center Place Retail TI New Tenant? 111- Yes ❑X - No Property Owner's Name: KTM Group, LLC c/o Metro Property Services Mailing Address: 223 Taylor Ave N. Ste 100 Seattle WA 98109 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: David Fox Day Telephone: (253) 840-9900 Company Name: Red Hawk Fire Protection, LLC Mailing Address: 1002 N. Meridian, Suite 100 Box 227 Puyallup WA 98371 City State Zip E-mail Address: DavidF@RedHawkFP.com Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinlder heads: 8 Valuation of Project (contractor's bid price): $ 7,500 Scope of Work (please provide detailed information): This project is a tenant improvement. Red Hawk Fire Protection is adding sprinklers to accommodate canopy. 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: 8/12/15 Print Name: Vadim TimoshchukDay Telephone: (253) 840-9900 Plan Permit App.doc 8/22/14 1'1'7) FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Platos Closet 17095 Southcenter Py Permit No.: 09-S-196 Date: November 30, 2009 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 7-05, 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 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Center Place Retail 17095 Southcenter Pkwy Permit No.: 15-S-128 Date: August 14, 2015 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 7-05, 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 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 all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. (9 (Li -5; (z) w C) 0 1 0 CLLL o.)ujL. J (5) EXISTING BUILDING A NO WORK TO BE DONE HERE ( 5 KEY PLAN NO WORK TO BE DONE HERE AREA OF WORK AREA OF WORK 12 EXISTING BUILDING B NO WORK TO BE DONE HERE NO WORK TO BE DONE HERE N.T.S. LL. / / . //.1*11 A 0 0 •- • , • / „ • A ' NONCOMBUSTIBLE CANOPY PIPE DETAIL 0 2 4 8 16 SCALE 1/8=1'-O' .0E o Without: Comments El As Noted in Rett Per The Attached Letter • These plans have been reviewed by The Tukwila Fire rreyention Bureau for conformance with current City andards. Acceptance is subject to errors and omissions whlch do not authorize violations of adopted 7.ildards and ordinances. The responsibility for the Aequacy of design rests totally with the designer. ,°dltions, deletions or revisions to these drawings after this 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: ) 1 ) By: ( -,-UKWILA FIRE DEPARTMENT Tanstl call 206-575-4407 and jiv•this Fire Permit No. And tXeCt. (qt-i*eiss ftw shut- Jown or mfttratgal nppnoval. , 11 PIPE DETAIL 0 2 4 8 16 SCALE 1/8=1-0" „ 12 NOTES• E) H •r> CUT INTO EXISTING FIRE SPRINKLER SYSTEM TO INSTALL 2 UPRIGHT FIRE SPRINKLER HEADS IN VOID SPACE AND 2 PENDENT FIRE SPRINKLER HEADS IN CEILING. > CUT INTO EXISTING FIRE SPRINKLER SYSTEM TO INSTALL 4 UPRIGHT FIRE SPRINKLER HEADS AT THE TOP OF THE TOWER. DEMO EXISTING UPRIGHT FIRE SPRINKLER HEADS IN OLD CANOPYS. Sprinkler Legend Symbol Manufacturer Type Response SIN K -Factor Size Temperature Finish Esctcheon Quantity Globe Pendent Quick GL5601 5.6 1/2 155°F Chrome Recessed 2 ! Globe Upright Quick GL5615 5.6 1/2 155°F Bronze None 6 Total = 8 SCOPE OF 111fORK D A K FIRE PROTECTJON, LLC . • ........... THIS PROJECT ISA TENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PA,INTING OR LABELING OF PIPE AND/OR EQUIPMENT • ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER NFPA #13. 2. ALL MATERIALS SHALL BE NEWAND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 3. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 1A" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6" PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-O" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED Wr P FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR FRELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL L.EGEND (I)R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. (DA - DENOTES A SPRINKLER HEAD TO BE ADDED. MT - MECHANICAL TEE - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. Maefs !botches N and Operations : . „ . AVO S •••'.•;, ",, 17095 Soutiventie Pkwy (/ = • ; • • ' , .." 'ipotfr Grill • , :•, flabin , ,Muikkr ji.d caiirrnek But6613:- '/11• • . , . . UI� 8e8utY' • ' lnrly City Mbrdin Pta . „., . . 1106! 8try: ................ • • • • • • • • • • • .... • af(. . ..... ..... ........ ... . . . ....... . . .... • #49 . :„, ... „ . .......... .............. --PUYALLUP,: WA 98372 PHONE: (253) 840-9900 F4.kx (800).591-4382 WA CL# REDHAHF901QF NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP 08/13/15 Signature Oats Approvals Required CITY OF TUKWILLA OWNER/ARCHITECT Revisions Contract With: DONOVAN BROTHERS PO BOX 818 AUBURUN, WA 98071 Contact: ABE HUDSON Phone: (253) 394-5107 Contract Name: CENTER PLACE RETIAL TI • 17095 SOUTHCENTER PKY TUKWILLA, WA 98188 Drawing Title FIRE SPRINKLER PLAN Ff( Key Plan Date: Job Number: Designer: Building Permit: July 30, 2015 60013 VADIM TIMOSHCHUK Drawing No. FI30.01 ID AUG 14 2015 TUKWPiALAFIRE ..2,keeer0 .20-0 j1 op Reflected Ceiling Plan V' Scale: 1/8"=1'-0" FIG. 58 • T11REA1)ED SIDE BEAM BRACKET Sire Runge - 3/8' Rod • pipe sizes 1/2•' thru 4" hlolzrial- Catbos, Funcllon`• Practical end economical bracket used to support piping from wood, concrete or steel beams Features. Unique design allows rod to be cosily • :'Threaded into bracket Dihet design pants unlimited rad adjust, me11L Center mounting hole will accept 3/8" & 1/2". fastener bolts. Per NF.P.A- 013: 1/2" thru 2" pipe requires 3/8" fastener, 2 1/2" thru 4" pipe Iayulres 1/2" fastener' Appruualt • Underwriters Laboratories Fisted, Canadian Undetwriten Labor loles titled and Mutual Enginetdng Approved 4" pips "Note • U.L and r t t tested the Fig. 5B utilizing 2 ifs t 2'• drive screwsIF:g. r 125). Ibis fastening method was found lobe adequate for use on 2" pipe and smaller in wo:.: construction Finish • Fiala and Electra -Galvanized Order By • Figure numaer and finish p.sTE^rr PfrlDllt(i D ! rJ vv. e r N FP C,. ! 3 O AA/ A/ 4r i I 1-.1 6c 7 Ir 4, 4.-- nil .- nII (f e, I Ts Le- it e_ I, L. wader �1 : Sv » ate•' '�f� 512g 1111 C 01 oti 14l SUE A 1/2 MIK) 4 2.3ii" 3/8" 1.1/8" 33/64" 11/64" 1/16' 1.1/8" 1.1 --1 W EIGIn a PER IDU t Amyuabie in 3< • I X rt.iC.i, ^ t ;LJ I vx Branh CaSF t /30SQFr 1e Feat 0,- keN1 fd'' f1 P 2 e 14 TYPICAL AD) DBMBC6 • HRESE ARACIET Shown 11era Hanging up to. 4" Pipe with Lag Bolt Shown Here Hanging up to 2•' Pipe with Drive Sctews c Sea • Without Currents ❑ As Noted in ted ' Per The AttaChecl Letter These plans have been reviewed by The Tukwila Fire Prevention Dureau,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 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will requires resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 11-3o .•tom By: fU1CW1 A FIRE DEPARTMEM Please call: 575-4407 and give this job No. Oci e -/q ( and exact address for shuts Flown or restoration aoorovet E TUKWILA FIRR CAtt i mom Please tall: 575.4�. 7 !must be ziere s lv, a « j.t i' : pal ri�lY#,Rft'p1ng prioRo approval. • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Cto5 e. S 0 DATE: if/ -IQ DRAWN: j %G SCALE: yr.-- j • RESTR IOM TROOMpo I 103 ®N j / /L% // // ! L i C. 9 1. � / / •._s.._..».. � � [—`, 1 1111 \ l \ \ / G � / 1 2 f .. L�L , / . // // /// / /,1 ///'t// / ..'12 'Ili \ F1-41 / \ \ , , c \ 449, / / z zlV / / / / L / /'\-7(t-i4,• / iS\ \ \ / \ \\ • ,? ii, ,'.;,. s P / / / / / / , \ — \ \ --', '. , r,,,i/i-A- / ,. / 7 .Li____ _ /7,247,./y//, / . ite �/ //, /e E" `ir,AIL � / /ii*:;_)Y i ' 100 / j / / / j / / , • i \ \' ./ n/ / / // /4/:__ A / ,4; / —\— / / /// 1- // /�V / 7 / / / /L-L_G ----\ ,i., \ - \ /,' . / // G , z — — F t�� 1 CLOSL L � / ' 'i. �1 CO ' II—I / L__/ / j / / i I• Reflected Ceiling Plan V' Scale: 1/8"=1'-0" FIG. 58 • T11REA1)ED SIDE BEAM BRACKET Sire Runge - 3/8' Rod • pipe sizes 1/2•' thru 4" hlolzrial- Catbos, Funcllon`• Practical end economical bracket used to support piping from wood, concrete or steel beams Features. Unique design allows rod to be cosily • :'Threaded into bracket Dihet design pants unlimited rad adjust, me11L Center mounting hole will accept 3/8" & 1/2". fastener bolts. Per NF.P.A- 013: 1/2" thru 2" pipe requires 3/8" fastener, 2 1/2" thru 4" pipe Iayulres 1/2" fastener' Appruualt • Underwriters Laboratories Fisted, Canadian Undetwriten Labor loles titled and Mutual Enginetdng Approved 4" pips "Note • U.L and r t t tested the Fig. 5B utilizing 2 ifs t 2'• drive screwsIF:g. r 125). Ibis fastening method was found lobe adequate for use on 2" pipe and smaller in wo:.: construction Finish • Fiala and Electra -Galvanized Order By • Figure numaer and finish p.sTE^rr PfrlDllt(i D ! rJ vv. e r N FP C,. ! 3 O AA/ A/ 4r i I 1-.1 6c 7 Ir 4, 4.-- nil .- nII (f e, I Ts Le- it e_ I, L. wader �1 : Sv » ate•' '�f� 512g 1111 C 01 oti 14l SUE A 1/2 MIK) 4 2.3ii" 3/8" 1.1/8" 33/64" 11/64" 1/16' 1.1/8" 1.1 --1 W EIGIn a PER IDU t Amyuabie in 3< • I X rt.iC.i, ^ t ;LJ I vx Branh CaSF t /30SQFr 1e Feat 0,- keN1 fd'' f1 P 2 e 14 TYPICAL AD) DBMBC6 • HRESE ARACIET Shown 11era Hanging up to. 4" Pipe with Lag Bolt Shown Here Hanging up to 2•' Pipe with Drive Sctews c Sea • Without Currents ❑ As Noted in ted ' Per The AttaChecl Letter These plans have been reviewed by The Tukwila Fire Prevention Dureau,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 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will requires resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 11-3o .•tom By: fU1CW1 A FIRE DEPARTMEM Please call: 575-4407 and give this job No. Oci e -/q ( and exact address for shuts Flown or restoration aoorovet E TUKWILA FIRR CAtt i mom Please tall: 575.4�. 7 !must be ziere s lv, a « j.t i' : pal ri�lY#,Rft'p1ng prioRo approval. • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Cto5 e. S 0 DATE: if/ -IQ DRAWN: j %G SCALE: yr.-- j • 6' 2- 6 &lc Modet r1-- Is -so />bi,f/0 Y4- Y tia•-• C12-13 A -Al 41 m4 Z144- )14-1‘ k t„. F FIG. 58 THREADED SIDE BEAM BRACICET Size Runge - 30" Rod • pipe sizes 1/2" thru 4" ftfoteriol- C.:them ifril Funcilon`• ['tactical end economical boatel used to support piping front wood, concrete or steel beams. features • Unique deign aHows rod to be easily • .* ihreadtd Into bracket. Offset design permits unlimited rod adjust- ment Center mounting hole will accept 3/8" & 1/2" plasipteenuegruborrelits.Petti F 31rtasieare.A.r. 2413: 11/2.,11,/i2i;i14.1rou p2" e requires 1/2" fastener' Approvals • Undenvnieri Laboratories Listed, Canadian Undenvnten Laboratories Lilted and Factory Mutual Engineering Approved through 4" pipe. 'Nvic• ti L and F 1st us-A:414W Fly 58 unliz Ing 2 • 216 2" chive screws IF•g '125). This fastening method w,,t NUM, to be adequate for use on 2" pipe and smaller in tvoc.• construction Finish • Main and Elemn-Galvartleed Order By • Figura numaer and finbsk PATEN!' IftinING c ROD 512X WEI= 1111 SUE A 1 C 01 Of E I` 0 rat loci 1/2 DIM 4 2•3/;" 3/8" 1-1/8" 33/64" 17/64" 7/16" 1-7/8" 1.1/2" 14 TYPICAL APPLICATIONS FOR FIG. 58 THREADED SIDE BEAM BRACKET Shown !fere Hanging up to. 4" Pipe with Lag Bolt Shown Here Hanging up to 2" Pipe with Drive Sciews ACCE 'TE O Without Comments O As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire 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 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this 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, 5-11 Date: By:. TUKWILA FIRE DEPARTMENT. Please call: 575-4407 and give this job No. 0 S 031 Acme= and exact address for shut. duwn or restoration approval. firri 1 I E 1-111_1H 1 ti u LLUIJII 1-1 1I lip 11111;11:J1 4101nAnitHrt11% r1a#4414,1f TEL -1' FLAN ' VD -re) 1111111111111 CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (206) 481-7669 PLAT -0 .c CAT / 7 0-4> go."-itte..e,„7-5,2_/CLJ7 4 7)— DATE: G-26- 01 DRAWN: J A SCALE: IOFI rt - 4 It 1 1 1 1 1 1 1 — Created by th Grinnell Design System 0 Alt rights vise 13 TO C pyrl;ht by Grinnett Corporation 1990 t TI -.E. CEAFtE E ONE 166902 HkNGER 11Y U -HOOK U -HOCK r 1 COACH SCREA QCD : CLL,P_ I i; HANGER 27P COACH SCREW r� J ..J A 1C. -LFR f ANGER 57t 5C 5S SIDE DIAM BRACKET -li CiOE ac- i - " v' AND NAC ER T'"`aE wf_ bW SliltRT sTfs. 1P ET—TI fI i I G EF 8s 1 1 1 -4 tl yv_ceri r I 1 L_. r .f v i -j- 1 C 1i4 i —CEILT_NG- aA.CGE w CEILING FLANGE T t J lisZ�E� I2S TRAPEZE ,,EP 14 I tC f-tS EYE POD EXE ROD RCD CCLPL dG L Iv t L 5B—? c-: 4:_- _ T 2}" t F: 3 -G 4v \� 4.0 S-HE3 4C o FE,. 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Y `Y�"i„ }� {£9 _' �'" ,r �_ - _ T -t r�,X y - s•- �4, - < ss -- Without Comments ❑ As Noted In Red - r ❑ Per The Attached Letter _ These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authonze 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 this 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 /6/L3�j�> By e:a- — TUKWItA FIRE DEPARTMENT Please call 575 4407 - -� and give this job No 9R- 75c 241 and exact address for shut down or restoration approval. ZZ 1 - PUN"' SE*17fE°''� rAc 'saw r1e4lL Alve,#r S t6 ST it f4-- t N e ►gyp. � - 401TES 1) SYS a e c !Gt4 / It4c2TMLATiot,1 IN Act ,' Nc M '4/ tJ F r n - 1'S, A J ' T k E ctri- ar TUP4t LA 2) 6LL iti4 ririNN,. 0,12-5 ylr6P rEp-- SEe 'tsl'eTEr1 P L s k 1 N PATA" C. c-QIJ - s i Z t: P To _MevTc it, V< 1 S T P -LL NEA -1 1'1t-tt- Ta "s rOL.LoI•JS I" las" 4.1.L It. XL t Iz- _ TSI N Q" Ta PSE ._.sci-! -0 PLL 1-iAI,CRe-., Tcp.P FEJ2. c�t.l To 1=4 S1-1 E ET 5) cc7t-e of 1.JQp44 c'oWcvic r oF_APpii- EkNt7/e' . ceNTI t _ar4LT TI1Oc7E S1-FeiNKrLRS 5i4o1-114 ANY PEart/Tlone (tart This rL, t - 141L . INCUR & rNA.NctE To c"JR cc"*.41RAc1 NJa RE4UItil:5 4q-rizepvt,L. F iQat-1 T1.11% or F t<' 1r S TeIQT err I,.(ceK LrGENb -- IPP 5PtRfN1'-LLQ- Firm, WIrP sgCI.1Nr (1 ruN-t ) E -- E KISTG ciriz.1N k<1. 14 E.A.o To p- MM N e - fzLoctk.T e 51''12-I r4 KLE R- la EN:. 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CONTRACT tlAmEs t ri pi I 17,i BY— c1 CO LIES HECKED BY CONTRACT RESPONSIBILITIES 111 s 11 t the r g`' ut 1 pipe sprin 1 d y p o 3 ug a d olt, ;pit to prink) t syst ms This drawing and the in a mat! n o 1 d sign application herein c !atm d is In p op rty of G Inn 1 Fir Prot ellen Systems C mpany t and/ its s b Id arle aid 1 loon 4 up n espre ondttl I at IP rr b ret r el to ;,FPS upon r q it att tntormat1 h r in entat ed h It b Ir *fed os etre1 and contld nttal no reptoduction of this drawing or a y part liter of shall b mod with ut we'll n cons if of GIPS OTHERS ORIFICE SPRINKLERS TEMP FINISH t 55 64-114•H CANOPY 641r -M- SYMBOL PTY s UNDERGROUND ,NATER MAINS EXCAVATIONS APPROVALS 'BACKFILL WIRING PAINTING NO DATE BY e S-' -' - - Z REVISIC S - SEE FLAGGED AREA ON PLAN L1 TOTAL THIS SHEET GRIN N ELL FIRE PROTECTION SYSTEMS COMPANY 1215 CENTP.A. A E LE SOUTH SUITE 128 KENT NA 90032 74 5 CON t i_ LIC. GRtrvtrFP137C'E # 0 859 — (2U6)(2 874-8010 FAX. TEL (2066)) 888 :7 52 5G6659► — CCNTP.ACT MI T:1 [iG1L ec,NinjPUCTtpt,} DATE 10-1G-98 - T?ESE PLANTS PREPARED -AT SYSTEM AREA* PATER SUPPLY t?fORMAT tOHs STATIC. PRESSURE RESIDUAL PRESSLRE. — 3Q FT /ND P31 1<ct4T 1 A.: — CPU FLOWING ._ __4 .4- -` mss. �� 4r�~ . '�` -••-? �A -� . h, ' i rY x y 'F i - i"_ x _3..,;- +►� ▪ tit h -.>' �+ ` y a ` " • ...y�.•- 4 � ,.?' � `i -' _ t �� i .�rF _aY � i=- � o^' aE � -' �,- R � 4. - .�- :._ ' '� � �.. ? - x15 r UPR6Nr5 LT -VP I1/4 ExISTe 171'c )(1ST TZPASED FI-oOR G jn /,,.. a4 �a%tnenBe '/ this,Y'1:2t94.? yob �Arp1, vdtf��eg4-►Q AU ° ,fii. t to /nt do ea d Nes. gCreo .. kat° 6„, --,, of :::34:14...etel:71:1;1°4-1.1117 t� ane% penCy sh a apphon tn® �7dkje� ����ha��ywn thib ro Q%jty`�r/�y� �nQ�y�� or��°mFjn�,JEC T1OI Tl -/ \a. Mt�et°j,*11.07 �Mi7J: ���'t to rhe � '�'b: ecO6'nlA��dn Ai � �d that paha � � ye'�� � '�ih'ch °nom 2" EX'ST- /VC uJkinie CDev PEnceNr CooLE& f,CA UL KIN Z. A 6, I'/ PPt= SLE. zx� �DRy I DENT DE TA IL - DR `< PEN DENT TNRU C.coc-Lp f REE zER yz'=It0" FITTER -NOTES _ to DROP FROM EXIST. 1" PLUGEO TEES _ A. A DD NEW LI1NE FROM EXIST. S" MAIN 2, ALL ARMovEkc OVER Z _o" MUST i-4FVE HANGERS 3o MAx.=SF INKLER HEAD SPACING = I3o ' A-. HANG &IZANtii Lt NEs Ecisr own s USING_ iSSEM13Ly S ExIST. SYSTEM —_ ©R.DtNWizy tt, _ /3ott Pr PE SR/N6 FOIL i4doVE # BEL x) He A 05 BRUNING 53398 4a _a rr r\ c,�wAu o 2,1 W ALL - r° 4. co ,•. EXI5T VAIN E ROOM SSU `TvP) a '_n • • BATH A ooM 5'- 3'/z` 5-10 Iz,-o,( OFFICE I�- 1'' _I0 Q -Io 6'- Io' a • 4 0 6 Io' -o' -3-7'It (I' -o t -- 4 -7 2X4 ORop IN TILE CEILING b 1Z' -o" 141-5 • ci 7Jo / OUTLET fag. FUTURE I -to N Z 1Z:-0" 1 �xUST 6 \/E r4/4 /A/ 0 co C#nf o Fy \/i / EX 15 T_ A/5 (r tzo N r j f=Xis%o DAY MAIN 0 • PPROVED AS NOTED o drawings affixed hereto have been kter&M and atcen tent as meeting or tAtteiim Ivmil,miimmuuatm rreqpiirements of the - k),;1 e Tamiitz F [Dept, Bureau of Eire ir-%VtibUtn. Aaifilizrz r>vrr rtzkirts to t use trwviIrh,%% airther this akiftz mlot 6 re tlatu4AIMtAPPreXedicarr trezi — cw 7F�:E.FSS,Xt:: 1 t PI NG PLAN --- 8 O 0 T 17 N ti CO 6 ( 0 N iiifti C) C CT)5 Z w Y CD cfl N_ LLI X CC 23 MUM O lam CL T J 0 CD 2 N 0 c 0 z N CHECK VALVE W/ALARM VALVE W/DELUGE VALVE W/DRY VALVE U F-- 3 N 0 J 14. W O W W H co • cc W w W • W 2 . W _N _N N N Q Ir tY 2 3 11-111111 . 4403.40 1 0 FLUSH FIRE DEPT. CONN. STANDARD SYMBOLS 1— z cc 0 z O w la W Q J z > > U d U ▪ O W • } U CI ad (5 W Z cc ti. 0 N 111 >- z 0 z 0 c W 0 z 1 0 z 0 CC w 0 z 0) 11 HANGER LEGEND z 1.12 0 0 J J W N z 0 N z 0- 1 1 z 4 0 0 ce D 1- N 0 O a 1 0 z C2 ea 0 O a J U W J z eta 0 z Ir 4 0 0 J #6.- EYE ROD & RING 0 _Z C 4 0 0 CC W O Z 0 z _J W U L r W a tdti 5C m 1 oc J ti -. tJ -dT J 0 CO } N 0 x ce W J z N ":w`O J i - D 0 :. v -s 0 a REVISIONS CO u O z 8/- //37 • K O C k▪ J k f. 4 0