Loading...
HomeMy WebLinkAboutPP - 301 TUKWILA PKWY - THE ANNEX - PERMITS AND PLANS (2)301 TUKWILA PKWY ASSOCIATED PERMITS 12-5-189 86-5-113 85-5-303 City of Tukwila Fire Department Wil MUU 1 t.Uarnnu•a v. AS NOTED IN RED ER THE ATTACHED LETTER The drawings affixed hereto have been Gary VanDu rreviewed and accepted by the City of Mayor Tukwila Fire Dept. Additions, deletions 5.usinns tQ these drawings after this Hubert H. Cra i6$rate will void this acceptance and will Fire Chief require a resubmittal of revised drawings, Final acceptance is subject to field- inspection by a representative of this department \CP BY: December 3, 1985 CITY OF 7UKWILA 575-4407 Mr. Eric Wagner, Vice President Armada/Lagerquist Company 2001 - 6th Avenue, Suite 3202 Seattle, Washington 98121 Re: The Annex - 301 Tukwila Parkway Dear Sir: FILE ---R4 ¢e rJ J? ✓oue.�n-e 4l it`s b� se 6 ‘44.41-4 ,91 f7 77/01,.c. s per our previous agreement, the above ceiling sprinkler overage in the existing part of the complex, may be elim- inated provided that; (1.) Roof construction is classed as noncombustible per UL specifications. (2.) The above ceiling space, including chases and contents are totally noncombustible. (3.) The blind space will not be used as a supply or return air plenum. (4.) The tenant separation walls are constructed to meet one hour requirements of the Building code, from floor to under roof structure. (5.) Hose stations are installed in each tenant space exceeding 4,000 square feet. Yours very truly Doug a .bs, Fire Marshall TUKWILA FIRE DEPARtMENt Please calls 5.75,4407 and give this job No: , .3O3 and exact address for shut. gown or restoration approval. cc: Grinnell Fire Protection T.L. Simpson Construction Co., Inc. Tukwila Building Official Fire Chief DG:slj 4 City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575-4404 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** -{� f� King Co. Assessor's Tax No.: OZz3OX0/0 Site Address: ,30 t 1 ,) f ui i i 1' ..Yl 'A' Suite Number: Floor: 1t Tenant Name: iA► t t 16-`�S v) f L C.t New Tenant? 21,- Yes 111- No Property Owner's Name: FUNS CDM 1ZL) Mailing Address: 134144 Pmt i/ 1ZD * d2)e.-Pr3tsJAV ( 4{3 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: F <4(1 [n-\ Company Name: SV.5T ErY15 Day Telephone: 3S' 46' Mailing Address: i/O(' SL% 41" ✓-IVE foT 7A40114 (AK! � L City E-mail Address: JP ttSt'�'1(LL1 e 5+Y11�l.Fi CG . Cr'1r1-� t tIA 9'Rtiz-1 State Zip Fax Number: �S3- �2�i - Qs-srJ Valuation of Project (contractor's bid price): $ 1� 5-59 Scope of Work (please provide detailed information): ADD, Pt/ *x(/Sr/N6 sp(L/I i/1l_ -% 5Y ' Gv+' TE) 3D>ATE -r NEW LIJALLS 6E1014)&6 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 OWN R OR AUTHORIZED GENT: Signature: Print Name: JXF12� y 5finiT1-/ Plan Permit App.doc Date: F/ 20/-/ Day Telephone: ,) - /?- o2t # ' 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Matress Discounters 301 Tukwila Py Permit No.: 12-S-189 Date: August 22, 2012 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. All code references are NFPA 13, 2010 Edition. NIC NIC NIC PIPE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEE NT OF WATBINTE CAPACITYSIE w"Auae 1 40 0.133 1.049 THREADED, COT GROOVED, ROLL mown RAN FID, POLISHED 205 0.844 A• WALL THICKNESS PER NFPA # 13 \ �� o 'I� G ► 01. a'' j NIC . qI I_p I I l I I 1 .I 1 1 1 \ I 1 I 4 4 4 4 V. t 4.----mo1) 1 I I I I I 1 r RESPACED10 BE\ 1 I I 1 I ›,/ L WITHIN -120-80:-R----- -.- I I I 1 I I I I 1 I I I I I bNEW C ILNG '"P ELEVVAATON ;"- r 1 1 I 4 1 1 1\ I 1 1 T T T 1 1 T T I I I T 1 4 I 4 I 1 I 4 I 4 1)1 o--() 4c r( I I .� I I I ' T II I 1 I I I R wESrrHlN 190 . FrPAGl .F . e I I I I I •ESPACED TO BE I I I I I I NMIN130 I SO. Fl. I I 1 1 © I I 4 4 4 * t - I,/== I I 1 I 1 I RESPACEDTO BES I I 1 Ill N130 -�— 1 G " \ \ PIPE / FITTING LEGEND 0 r r NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE WALL LEGEND I'//////////-41 ROOF DECK BRANCHLIKE 1 ,r O r 0) 0 L CEILING HEIGHT EXISTING WALL NEW WALL TO CEILING BUILDING SECTION NTS FLEX LEGEND MAKE TYPE LEN NIPPLE BRKT SPRINKLER PLAN 0_____. 4 8 SCALE 1/4•=1'-O FITTER/LISTER NOTES DUSTING BRANCHUNE DDRROPS G EASY FLEX DROP PER LEGEND NEW ACT CEILING RECESSED SSP 1' COUPLING DETAIL A/1 1. ALL FLEX DROP SPRINKLERS ARE TO BE INSTALLED PER DETAILA/1 U.N.O. 2. ALL FLEX DROPS ARE TO BE LENGTH "A° PER FLEX DROP LEGEND U.N.O. 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. SCRW ONTY FLEX DROP LEGEND O = 48" LONG FLEX DROP © = 601' LONG FLEX DROP © = 72" LONG FLEX DROP SPRINKLER LEGEND SYM MANUFAC URER 1 S.I.N. TYPE MODEL 1 DUSTING RRANCHUNE EXISTING DROPS NEW 1' ELBOW EASY FLO( DROP PER LEGEND NEW ACT CEIUNG RECESSED SSP -/ DETAIL B/1 Try LTv CSI' .�T '�# o Without Comments AS Noted in Red g Per The Attached Letter hese plans have been reviewed by The Tukwila Fire +,,oration Bureau I.,!.. •:. .`ornance with current City ;; rviards. A.co ! all 4 . i?;2ctt to errors and 11lissions which Ci0 violations of adopted .: ;ridards and The responsibility for the .dequacy of design::sts totally with the designer. (° dltion , del •I I r vis'+:�(r J these drawings after -.his date will void t ::; opt: Lid A°Id All require a resubmittal t7,4ii.Sed :',ubsequent approval. .nal acceptance is Gub:r•Ct to field test and inspection by /te Tukwila Fre Prevention Bureau. )ate: By: ABBREVIATIONS 0 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. b- i8' and exact addix s for shut- down or restoration approval. 1510 N The UPS £ Store AREA MAP FLY ■ SYMBOL LEGEND REVISIONS EASY FM -BRAID 48' 1/2' ACT NA 24 EXISTING EASY FM -BRAID 60 1/? ACI NA 7 0 UNCHANGED SSP CHR CNN 5.6*( 1/7 155 EASY FM -BRAID 77 1/r ACT NA 3 EASY FM -BRAID 48' 1/7 GWB TEK EASY FM -BRAID 60 1/7 GWB TEK EASY FTA -BRAID 77 907-1/7 4T3AR TEK EASY FM -BRAID 48' 90°S-1/2' GWB WDS NEW BRACKET LEGEND: 0 RELIABLE RA1414 SSP F1FR CHR CHR 5.8K 1/7 155 34 ACT = STANDARD OGSB BRACKET GWB = T -BAR, TBS ENDS, AND SBB CLAMP 413AR = T•BAR, TBS ENDS, AND S8B CLAMP TEK = (2) 1/4711.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°S-1/7 = SHORT 90° NIPPLE 3' LONG 90°T--1/7 = TALL 90° NIPPLE 525' LONG TOTAL NEW 34 AFF BOB BOO BOP BOT FO OFDVI IFON NAS UNO ABOVE HRELD FLOOR BOTTOM OF BEAM BOTTOM OF DEOS BOTTOM OF XE T BOTTOM OF PURLIN BOTTOM OF MUSS OUT TO Bur FIELD OFOOM INSIDE FILE OFY/ALL OUTSIDE FADE CF WALL NO AUTO. SPFENKLEM UNLESS: NOTED MONNE E 12 BOD 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI ltR INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE: ALARM COMPANY : ALARM PHONE: ALARM CODE: ALARM PASSWORD: FIRE DEPARTMENT : FIRE DEPT. PHONE : NTS CONTRACT WITH FRANS CONSTRUCTION 13446 POWAY RD, #221 POWAY, CA 92064 PROJECT MANAGER : WAYNE EMIGH PHONE : 208-863-9149 FAX: CI 10=DINr?=un=NT • 301 TUKWILA PKWY 12-S-189 30/'T4}/gig/ee, GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-785 OR BETTER PIPE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEE NT OF WATBINTE CAPACITYSIE w"Auae 1 40 0.133 1.049 THREADED, COT GROOVED, ROLL mown RAN FID, POLISHED 205 0.844 A• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (I 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABEUNG OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA RETAIL - ORDINARY GROUP II NEW DESIGN CRITERIA: RETAIL - ORDINARY GROUP II TENANT IMPROVEMENT: THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING 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. THERE FORE NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. I— Z cr 0 W U 0 LU CC 0 Lf) PAID �!/ AUG 20 2012d" SITE PLAN TUKWILA FIRE ✓�- roQr/on Spr11`4. `�'A thrOugh c80 " CERTIFICATE OF CO PETEVCY SWAP NTS 5F5 SMITH FIRE SYSTEMS, INC. 1108 5481 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1380T 6L60: (253) 928-1880 FAX: (253) 928-2350 ATTRESS DISCOUNTER ASOUTHCENTER 2 (• 301 TUKWILA PARKWAY TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S LANE L 8-10-12 1 OF 1 TI12124 '11 411I 4,1 tir4jprolo opiyhel 1.; 111,p. pi: o, piv u vol STANDARD HANGERS !I Yoh r1 ul 11 II 44 1/1 Or 1 114 2W 4C SW 5C FASTENER CEILING PLATE IOATIONALI COACII SCREW POO hrt- PIPE R11114 FASTENER (POWDER STuOM1 411,00 COUPLING 6 ROO euer-PoPE RING hi; /0 ..., ANCHOR 6 1 *ALL IMAM ev• PIPE RING re- FASTENER 1 44, MOE SEAM 6W OPT STNAP CEILING PLATE 4_4 ALL TNREAQ 000 Tu--, PIPE RING NES NUT FLAT WANNER 9S TOP IlEAM CLAMP ALL 11411111A0 ROO TOP BEAM C CLAMP ROO 11 I 44 1k COILING viiN I 17...FASTENER STCIP 'I', TRAPEZE OAR CHANNEL PIPE OR IINGtE IRON It 141 hirio 13S IIINO EQP SE AFA CL AMP TIM ADE 0 USW FASTENER SPACE FITTING COMPLETE PACE FITTING ENO SB 2 FASTENER PIPE PIELOE0 SIDE SEAM CLIP I GRACE rivrii%s PIPE Ck AMP ANC WASHERS • I 11 Ir 1,1 hi 1 4111 11 or h I 11 41) 011 eu dl 111 11 1r u 11 $4 4,14111 11 1 11111 el, (41 414 :111:11111 uh vu Ir 111 le I 1 414 1 1 vr 14, iuf I de lir 41 T1" 1111 4, )1/111 11 1,1 144 I //144 11011 0'1 ily r 1'1110,1'1 011111 ,it 111 uh 1r 1 yr IVO o IMPORTANT In localities subiect to freezing conditions it is the owner s respon bility to provide heat throughout wet pipe sprinkler systems areas and on enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application 1 herein contained is the property of Grinnell Fire Protection Systems CCorn pany Inc and/or its subsidiaries and is loaned upon the express COnditions that the same' be returned to GFPS upon request, all information herein contained shall be treated as secret and confidential , no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS CONTRACT RESPONSIBILITIES , ITEM STREET WATER CONNECTION GFPS uUl COORDINATION RECORD OTHERS CONTR NAME REF DWG REV /DATE NAME TELEPHONE ho tho 1,1e111.41 tulle Oi 1,11h11 4,„„4 o 1, 44 .444 01. 1MATERIAL REQUIRED ,44 414 I 4f'pl 14 H, 90111 144 111 4 0) 4.14 Ir 47, Y 101M1111; 1' 1, e in rCI- Id 1 olv O oy phr 111 1,4 rio or 'di)hjI 11 ,4 rid 114 u'ol,41 Our 1;0 o 110 to 111 11:4 1 1,4,11voule,'„,1,11,1:. ,41 111 1111°14, y t1 o • eh or, tt- des „„.. , . ....v.:.---k-4,4,- id,41/ pr urto 44 41 41 14 I t/1$111 I 11, iloir 11 I 11 I 11 411 Y 1,11 vor II IfYy, IT I IA lu rl 110 977 j. • IPA 14 014411 41104 I4 4i 1" 41b4 1(1 lp lo11).11 14 11J I 111 fllol),I1/ II 11, 1 li'Vl'il 4' l'''''?I'l I' \'111/11111111 : kk,,,14/,4,1,/ 1 1:,,I,:;(4444 ,),41144),i0,II;1 I:/,(,11,1, 41ui V 1;411 11( ,,,14 ''',),Y,4 rrl? V fr,,:,, ,iir'',,,,,,,,1i,' 1 hur ,1 11 TYPE ORIF UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING 4 1(1 r1 I 4,1 11' 4 4 INTERIOR FEET PIECES TEMP SPRINKLERS FINISH ' CANOPY SYMB QTY UNDERGROUND NO OF DROPS TOTAL THIS SHEET 7 Hydraulic Reference Point •i0 Line Designation •13 of Pipe Below Bottom of Deck Ct. of Pipe Above Ref Plane A Main Designation Hanger Union Screwed CaP -4 Grooved Cap Screwed Plug Elevation Change in Pipe (not thru floor) 8 SYMBOLS Flow switch (FS) Monitor Switch Butterfly Valve Alarm Valve 1ALV) Electric Bell Water Motor Gong (WMG) Wafer Check Valve Swing Check Valve System Riser Fire Dept Conn (Standard) (FOC) Fire Depty Conn (Flush) (FDC) -4- 4- 0022 -t Fire Dept Conn (Sidewalk) 1FDC) Post Indicator Valve (PIV) Fire Hydrant 13 Way) Thrust Block Key Gate Sectional Valve with Roadway Box Fire Hose Assembly (see notes) Inspectors Test Grooved Coupling (GC) Flanged Connection Globe Valve Angle Valve Dry Pipe Valve 9 ABaREVIATIEr$ BOB Bottom ot earnv,", DO Ditto 6 11 HV y Hose Valve y OB.) OPen Bar Jo PRV Pressure Ref Valve SP 1,1 '1Standpipe TOP 1° Top of Pipe TOS Too of Stee UON )11) Unless Otherwise Noted Iv I IP or 1.144 v 4i v•mtmemtre":".**" "A C C E PT ED „mmem"" " ", 444:1:' AS NOTED IN RED 1THOUT COMMENTS e0 PER THE ATTACHED LETTER r' The d awings affixed hereto have been erevi w d and accepted by the City of ITukwi a Fire Dept. Additions, deletions sor revi ions to these drawings after this idate w II void this acceptance and will , rrequi e a resubmittal of revised drawings Final acceptance is subject to field idnesppaercttmioenntby a representative of this DATE BY CITY OF TUKWILA 575 4407 SYSTEM TYPE 11' APPROVALS OUT IN OUT OUT IN OUT , IN GRINNELL FIRE PROTECTION SYSTEMS 114 0 dh vI ,,, 00 00,,,,s„,,ott, 74.pvirr,,,, ,,,,,r„„4,,,,,,,,,,,i,,,iti rivTlIP)IIII1)","•VI)111"I' 14,19'1'141'1',1411W,,,,IT"i?Ii19:1414171:i 11,11 II 1,41:A,,v,14)441,,,,,Iv4,,,,;i:114,,,j).:1,,,',!,,,41 1 II O BY WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH. As meeting requirements of this Bufeau fOr classification as sprinkiered, however, system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for Construction and occupancy shown thereon. Eimshed Installation subject to inspection for final acceptance, y OW comments approvals and acceptances reiate exciusively to reiativf• affect of venous conditions upon fire insurance rates They ere not to be construed as hearing in any way upon the qutstino of whether dua Care ' has haul exercired with respect to posbultile 11 Miry for personal Injury or damme to pioperty It is recognized that hdzards which mo EXECUTIVE OFFICES 114 TUKWILA FIRE DEPARTMENT -1 Please call: 575 4407 ' and give this job No 8 and exact address for shut, down or restoration approval. o 14 4 4,1 11 /14 lj 41 11 ri I 11 I/11# 1,4), 4I o 441,7;1:44;I/01 411:4,1,11;s4jfi 7441) ut j1 I 1 Id o 1 14 14 hi, or 11 or 14 I 14 114 I D 1 41,4 IV ,u11 '14 lee 11 h of th ""l''"7'I''')1u/(u;/I'''u'''''1'''IT),?'I'l/'I'f1'',.I'url'II'‘l'4I'1Iul'1'iiu/1ir)'l'I'',i'rl''1I'''u''''l'4'''')'''I'14lk''''''')i'f''''''''l)''l'l1'rie1rj''lI'1'l'I'tr'')'I'':?‘'i'1I''jI;4:}u/'It''lI1'u1Il1'/fll'i'f't'1'l''I'I'l''I'''l:II'IIui.i)Iu1l'I''l'/'i'(I';I/''I1II:l1''l'' 4VIPL) 01 '''1,I '1u uo.), 4,4;11: i‘j'irl' t41,,ili,*11',,,,,,,Iiroil'19,:11',:,,,,,e14).401)1,1eutfif.triu,r1;lo,u,, :41.,,t,‘4 h'?'',:''r'':;''''',1'''114'1111'11'rr1v14e41:11(:',*141::',v,'1'1'(:)11' 4, ,,,) ,,),.'!:11IM,o„,,,,4t.)1 )),4!It1 It ti,,,,:i 14 ki 14/1 4111)1 14 u1 1 REVISIONS SEE FLAGGED AREA ON PLAN SCALE CONTRACT NAME SI , v 41$4444%44. •#T: -ksigit141341#10HH4414, .414,4 I444:44i SYSTEM DESIGN DATA HAz•olo system AREA ' CLASSIFICATION IhIYDFiAULIC DENSITY GPm/SO FT ,/ FT /HD DESIGN DATA HOSE AREA OF APPLICATION SO FT DATE uv THESE PLANS ru FiEPARECI ENGINEERING DEPARTMENT 12 tit ALLOWANCES GPM TOTAL SYSTEM v REOVIREMENTS GPM AT PSI 'At WATER SVPPLY INFORMATION STATIC rIRESSYR gee, l''hee' PSI F LOWING RESIDI TEST TAKEIt 301 TUKWILA PKWY 86-S-113 r 1 A4ATCE aD # 4_ VI L z 5 .x, 4,4444444 yr... Xx tl 4 ti Kreik,MR t AMC 74WI Ilea - 011 WIN v.441 14111.1, a ,44 Q A Y ro k4 141YES•TS 444 n-- ti r X305 oin/e d d d A r r 4 1; rtoi AV' y 1f C 1r ACCEPTED „rAJ 40 G ti M 14144. d 14 fi 44 / f #/ 4 7 4o ✓4 .,.� 444_4_._..... ...n... ...r Y'.r.r.. +waw-.• r+•v—•` 444+4 ..v. --.' v44.4.4.4441.4•4.444.44440.444.4* ...++ r-+.4+.... 1.4._444.4. . 1' 1.x — 444444 rcho. .7.44411404, 4.4 .44.4 04 • q _.4 1 Y� N 4 d 1 h � 1:; 1 ei 0? �.+, r,.apr.nw... M. 14.r..�4.4.1* e+,w rm+. +a444.,4}.w.,.,4.+reivv4.4.144i4.4.447•14.1.044.4. 44•44,44: .� .44410.444,4444 f '4 i�. YL,Vgib A i *.,.yp r«....«.w.wr► Me.TA4, D� ww } 1 CW,VAV7` itAtrgie 444 Men. GLASS .rn ,y R44.4 L,Ar %M, W14+%W A >) trZ E Prr'0. 414. 4 ty' I! Ac , 4 444 V4•401,44. 44.1 .41I6 444 1 4444 � f 3 1 } 14 t ik a By r�kw��a FtR) F 4 .44 VENTlO ictv, )114 bs 1+n1a 'ttr41 TG .t t. tial 0443k1 �ilT`� �r mot Choi & TU SO4 1iaS PC4N© ql t 1.00 1%, 'N "*1•04 140 Via 4131-,141t fi.El4. ""'"6444,44.4. 41,44 1 t k tQ Tir4 3 044 44 4.4,--4 0* to^ -4 TALtk F s � 1074.,i c.04,0 wdeorNgr„„ VI .�`$ Z. Teo* F A.LAQ,1''4 tl►W1/tOk (1�W1TC C 4 4A rr 4K RTe�t�4ii... MAIN U Akt$NA /43.64, $1; tel` 1, b tokt k s;v+ 34 440 Rk 04044. fr ¢w uer.tL,A M4P4 L g a s 4444 r //—/Zrr is x r ra 44 !i 4 r y4 ti U.REu F„pr f .11Li NOV 2 5 1985 ri 141' R 301 TUKWILA PKWY 85 S 303 INSrALLET:4 ALARM AS RAJ L.T i) DATE YA .44 14 SYSTEM RATING GUAR AWL= 4.Aet 14 4 Ai 114 ot 4111. ,GRIKNELL gv St, 'eft imais7440v4044,6,41% 41111 ILE ilk 4/11* -.11,111.041,004u 1*10