Loading...
HomeMy WebLinkAboutPermit D99-0287 - Group Health Cooperative - Pharmacy Window12400 E. Marginal Way So. Group Health Cooperative City of Tukwila DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: Permit Center Authorized Signature: Print Name:_ Signature: �/� " 1 Date: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 734060 -0480 Permit No: D99 -0287 Address: 12400 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 09/15/1999 Location: Expires: 03/13/2000 Category: AOFF Type: DEVPERM Zoning: MIC /L Const Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Streams: OCCUPANT GROUP HEALTH COOPERATIVE Phone: 12400 EAST MARGINAL WY S, TUKWILA, WA 98188 OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699 JIM DOUMA PROPERTY MGMT, 521 WALL ST, SEATTLE WA 98121 CONTACT ALEX CLARK Phone: 206 - 682 -5000 1904 3RD AV, SUITE 500, SEATTLE, WA 98101 ***************************************************** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Permit Description: INSTALLATION OF A PHARMACY WINDOW WITH ROLLING SHUTTER IN EXISTING WALL. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 5,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *************************************************** k* * * *k * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 188.06 ***************************************************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** 2 DiLa-- Da t e I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance work. I a authorized to sign for and obtain this development perm t. � 9 //97 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CIF TUK•.WILA ?d'.ifes5 12400 :EA.+1. ; MAP.t. il4iL .WY F.'e'r'm;t• idc..: • `1i99 -023 trit .eYr o `7 ta tll: =.:.' PERK i nr'uiied: .08/12/1999 F '061 734060 04 30 y 5u .1 13�a ,1 r11 999 ' H i.“ k krk k,'k •k: M.'k'k'k - k 4,,4 k.'k k A •k k •h ;4 k :i'k k k'k k k 4 k'k'k 'k'k'k k,k k •k.k k;k'k, ,k k 1. k.k .. k k'k'k. A k F i:Vie k'k k .4.10, k 'f °er;u;,t: • 1 td�_; �.liar� e�:: ar .1 1. be .ma +fie tea . tiie r I an ' urn l es s arc +roved by • ti En irneer-'`.a rid t..he • ritk :wi L rmi t in�.i�ecr7t►rl • .r`e�tr tip: artci; °';ani +ro+� �i r, Ien-' .:,he i 1 be.. ;ay.dl :i'a D'1e at theu. Sit : or`ior` to the tat`.fi :'o; any :'con - .t r'uctiorl, Tlte e? zs.f t mai rltci`ined'en.i ' ii`1a11 at► ie iarlr i final tit ue t ion "alti►�i o'ia i r, `r anted . Elea f. 1 a 1 .-, m i ts•.<sha i I ne ' � t rreci thi c;il+ 1):': ?the 'WaSh;i nar +?n T >tate C r 9 . i : 0 t n ` o-r •;LAb'o'r • and Irldu t►. "is and all Feet. i:ca i•1t r i ar 'i c e'd ,b11' ' t h t a o C fl �r 1:umb :i & - tier m1 „t:, sha i:1' be o:b tllr vii��lr the Seert Ic - r+:: i• yriq. i�urlt fer+artnierlt Pub:l. iv�'Hea.ith.. Piumt� rr 1.1 1 Iris0ect:ed;bv the dina °al i..uti papi :� Ai i rl} cll rl c�i 1 rtis k: �ht3i 1 be tln'deY' _eL}Crate r�er mf't i� .trod b y t he f c'1 •CV'• rlf 1 of w I i a. i l'+ on: t'.r`.ilt.tlon to, b.e �ione i confo wi oDr utied ,o I an ' and. reciu 1 r-emen t tiY the `Url.i form ".Eu i 1 d i rl+3 Code 1 a 'Ed It•;i+ar3i c'd. Uliif,Or ^m .11&01i' in e t.1 997 Ed and Wa 'Stage' L de' t l�,g,;� .Etii . ion:r . ,yi/:i1ltiiL1 07 i;`t'r - m.1t. The F`5 n e of a permit o aoruo.val `,o p 1;v�r1.. :.Dl?4i? an�i ''4 ".+.mottct1:n :i. not 't'e con - A str`ti d' •to br'. 'a • u��`t'm,i t roY'', V or:..afl taDDrC0i.a.1._01 . a rly V e, t. on 0t ;.eltr tiv.. the'r+rovt S of or "of.: 4 ?ri.tt other or d•i nanc:e of the i ur i sd t ct. i on'... ,1•bC► oertii•i t r+resum -i no , to ui ul�.hcr�i`t�r' rcf vioiate: or cancel.. the •Lr'oviS iosls +at :riti_,: code s;he i :); be v a i id Project Name/Tenant: 0/4400n D�1 fir' l �l aA Value of Construction: Site Address: City State /Zip: /24Cy..v. fA9fr Ta xr r �rpf� f _Tr, lJ��l Property O ner: J (7 )t) rAi ( -h _._ Phone: 23 SS 2e* ./S .. Street Ad ress ��f wilt., �� City State /Zip: /� ���dl Fax #: Vp r ZI/70 Contractor: D �� y . �_ �J = /Stf�c� ( Phone? Street Address: City State /Zip: Fax #: Architect:, � p I /� - ( 7,e Address: �� _I� ?� Phone: Phone: i06 6 52- sbo0 Street It /Zip: o� 3�� ,� �/� �o („‘14.7/1/14. �A, �� /6� Fax #: 206 ('2 / - 771 / Engineer: /VA Street Address: City State /Zip: Fax #: Contact Person: // ^ � Phone: Phone: 6o 2 - 5 ,00 Street Address. �ric' City State /Zip: Fax # :_ 6 2/ - 7 7 `7 Description of work to be done: _ APb1 Lion) 4 / (.2� �n1!xX,J c,Jt �Z ,(✓ 5 IA 1 SC"rnj /T (�t��141... Existing use: CI Retail ❑ Restaurant C:1 Multi-family CI Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotelffice ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 7Office 0 Warehouse ❑Hospital fl Church ❑ Manufacturing ❑ Motel /Hotel ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ja no Existing fire protection features: (,sprinklers ,'automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: . 770/ C.) existing Area of Construction: (sq. ft.) l-2 S F Will there be storage of flammable /combustible hazardous material in the building? ❑ yes j no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Dale app ....lion aptedo Date apZlrl gplre - Appllcat to by: (initials) CITY OF TUKV4" A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 CTPERMIT.DOC 1/29/97 Project : Nti lib'"s T AI. Permlt.Number:• Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE.FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER O AU711~f0'IZr i Signature: // / Date: �j t ,. f Z 7 ' Print name: / , .- C (.42 Plionei Fax Address fi A. , I� 4ts / c o mk Ij 1 4 w , 'Io( City /State /Zip ALL COMMERCIAUMULTAAMILY TENANT IMPROVEMENT1STERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE EDI LOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Lid Complete Legal Description D ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ I Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled ❑ Tr.-Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of ny hazardous materials; dimensions of proposed tenant space. ❑ I'1 Vicinit Map showing location of site lJ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of h ack. Structural calculations are required for rack storage eight feet and over. ❑ �l Indicate proposed construction of tenant space or addition and walls being demolished ❑ Cr Construction details U ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA L/ Ici TRANSMIT * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Q * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800126.Amount: 188.06 08/12/99 16:35 Payment Method: CHECK Notation: CORNERSTONE ARCH Init: TLB Permit No: D99 -0287 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 734060 -0480 Site Address: 12400 EAST MARGINAL WY S Total Fees: 188.06 This Payment 188.06 Total ALL Pmts: 188.06 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 111.25 000/345.830 PLAN CHECK - NONRES 72.31 000/386.904 STATE BUILDING SURCHARGE 4.50 794 00/13 1717 TOTAL 10046 ._........ . �....�_..�i �:� Ire Prt oject: . . ifOUP +leo H b Type of ctionL) Address: t E— alkdO 110 (orb( Date do (Os CAD Special instructions: . t 5. Date wakited: i 4-1 06 ICO . a.m. p.m. Requelter: i OA Li/ Phone...I olct 68 afaaath.aadra INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. oftwaanamm.amaalgain PERMIT NO. (206)431-3670 COMMENTS: 0 2 t Date: Corrections required prior to approval. e5D $47.00 REINSPECT! • P E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - . • Pro t: `,-� T (I � 44-U / /P Type pection: / A-1 A- c._ Address: �* f x4 00 — c16 A.t ' -IA tile, Date called: Special instructions: r"t RAY SS S� [� D O Date : w ed - (" p.m. Requ ci Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 ■ ;, a2� PERMIT NO. (206)431 -3670 rrections required prior to approval. COMMENTS: ec,ec?CrC4 y 1een44 e., 97 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7 P c: ' ' w -urr Type of I ection: • rg;s,� rl • • 1 ,� ] � .. 5' Date cal ed: / pedal instructions: t 4 4 c Date wanted: of J ?...),5 f 7 1 1 / .m . ; Requester. i e L73d .--- b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approve er applicable codes. (206)431 -3670 Corrections re9(Gired prior to approval. COMMENTS: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C :, ;;;T - 4 11 :tig;,7r.r 4M :Cci3 ;;; Tir g ;', A r,T,A74 Project Name ( \ \ )sk i*Y\ Address 2.00 cc L_ cj la Retain current inspection schedule Needs shift inspection 5 2„ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: SYNAko.k.k Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department TUKWILA. Fp:2 DEPARTMENT FINAL APPROVAL FORM C:NALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Z — C 1 ?- C 61 Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 C IOW Lr'INALAPP.FRM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature 4W '.Z r` nIMME •97�Ti MWE » 'oMlrm';'P :..r t City of Tukvvila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief . TURWILA FIRE DEPARTMENT FINAL' . APPROVAL FORM Retain current inspection schedule Needs shift inspection ` Approved without correction notice Approved with correction notice issued (A Date Rev. 2/19/98 T.F.D. Form F.P. 85 Permit No. i,/ - 6,K) Project Name GSCO \ o Address . t 2-4(J)' E. 0 csv :c, ., W- Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 To: Jill Mosqueda - City of Tukwila Project #: 369908 , thy' r l 3; '" CC: Project: tt ,,,rAe�rstnnu �� ,,,,k : .. .i From: Alex Clark - Cornerstone Architectural Group s ; ' }y r r t t ;;r r','' ' ' Date: 9 -2 -99 Re: Correction Letter #1 for Permit # D99 -0287 File: Memo Tukwila Comments Let #1 9-2- 99.doc Encl: Al - Site Plan A2 FEBCO cut sheet model 876 • 1 ARCHITECTURAL GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 Memorandum Jill — fORrlfRS10NE In response to your Correction Letter #1 Group Health Cooperative Met to ROC Phase F There is a Double Check Detector Assembly located on site of the project as shown on the site plan see Al. Also attached is the cut sheet for the assembly as taken from the serial number, see attached A2. If you have any further questions please let me know, contact Alex Clark @ 206 682 -500. These plans have been reviewed by the Pubib Works Department for conformance with cunwit City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or oiilnances. The responsibility for the adequacy of t rests totally with the designer Additions, deletions or revis':.n.. to these drawings ;after this date will void tlx:: .:::ceptance and will require a resubmittal of revised drawings for subsequent approval. Find aoce to field inspe Os Public WAD ullillmPoW% a g4 . 1 I al: /%- CORRECTION LTR# Z. INTERNET: www.cornersionearch.com FACSIMILE: (206) 621-7717 TELEPHONE: (206) 682-5000 G s oe 111IIIIIIll111I111IIlllllilll ( --------- :d ,__yi r I nheta*tficii 1011400‘.0 i&s>perhoN1 . 047 o thy of /44.4414 (ow-& JA) £a - r AICCHI1ECTURAL GROUP, F.S. 1904 4110 AVENUE SUIU S00 SWILL, WASHINGTON 91102 t l e 'b 1 'MI • PSUDRAWN DV: �►nS - -' G vA - CHECKED BY; LOG/rt o ) 014 "PA DATE. h -�► (11201,,P t ALt%I Coln 2A1 REVISION. rEsca SPECIFICATION SHEET MODEL 876 1 0 Characteristics Physical Properties: Size of Mainline Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials: Main Valve Body Coating Shut Off Valves Trim Elastomers Spring 15 10 5 0 200 600 2 1/2 ". 3, 4 ", 6' 175 PSI 350 PSI 32•F to 140'F (0'C to 60'C) Flanged ANSI B16.1 Class 125 1000 Model 176 Double Check Detector Assembly & 10" Ductile iron ASTM A536 Grade 65 -45.12 Fusion epoxy coated internal and external AWWA C550 -90 OS & Y resilient wedge AWWA C509 gate valves Srohze ASTM B584 Alloy C83600 EPDM Stainless steel 'Model 876 Flow Curves 2 1/2" • 3" e•! ° ° 1 � � \ 1 �) =fie •• -1 t I - r =SC • e..... a ■•••.ra.•r•ase'■'••.■ .d*. ••••a ■••.ae••' MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY Application Non - Health Hazard Fire Sprinkler Systems Options ❑ Valve Setter with MJ x FL or FL x FL ends mae . . ■aaaara.•.=•■arre•..Re' 1� fa .■■air SS- S.aa..Ha.1S ■ ■11• •U C JaS 0/ Im e MMUMO I = 4,10! 1 0. .. . .•.... ■�-- . ■. ■a.u.s•.-- t7=—.....eis • ■•rrr...•.a.■ rasa. ■essu..u.s.u 1400 Agency Compliance • ASSE Listed 1046 (horizontal and vertical) • CSA 964.5 • ANSUAWWA C510 -89 • UL • FM 4•• 6• 1800 GPM B' • 10" SUU .•.. UUU•SU$U:NU • ■! ■Q.S.a••U. ■ /JJ.\_1••• rrrrrr•r. ..••.•mom ••••••• .. = Z :g Qa■al•••■Y: • =. . r..•r ia..•■■■. •aaa............UCUSIICUSSSiiii ue U.S. Patent No. 4, 089,035 U.S. Patent No. 5.107.088 DCDA N•SHAPE 'Flow curves Include valve setter Modal 870 shown with optional valve setter I Date 05/93 1 Drawing SS 876 -1 ER ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 11444 A5310R$3 -.512 i 11 :11 all "= ff r ill £ r _ 3Ay s01111: ss I r Cm.. A131OR15.45•12 O•Riy EPOM AIIM 02000 Cy Su.w PIM.4 at..l Haw kit Plod 11..4 Ea►Maian Pm 420 GS Soot 1►a f 1544 Airy 013400 D..k.t EP0M ARM 02000 14 27 771 P m 1514 Ail 003400 13 3/4 17 111/111 1447440-3.4n Pm Assail Resit 14 301 S.in1 Pm 1130 Alloy C$ 1300 10 273.110 RM.latry Ca► 304 SS itmemlne alp 301 S3 • Choc% DI►c Aaoy EPO$ Coalal GR. 45 U, DAWN Wm with 304 ssM.. LI N PM 304 014 Lim $p miR.U1 0344 OwIo1 alum 30.3$ EI.c..• flop Jim" *4 114 sal Wet A313 typo 133 SS Splq Ou$4. $130 01w C72000 Um s►4ae flow 8314 Alloy 013400 I ..s .$►r. slow *sofa R.sis Plot a.ari.1 $144 Al* C33$00 nays 004141 Ra b.1 / Fake &mime 124/4.1 M. R..M N.a. MA 314 &lie A B c r 2 U 3' t' 14 27 771 314 13 3/4 17 111/111 7 14 301 •' 10 273.110 371 rl 10' Weights do not Include risers • Lay length with optional Ml x FL valvo setter. " Wth OSIY Gals Valves Ritter to Specification Sheet Dimensions and Wei hts Materials of Construction I FEBCO1 BACKFLOW • PReVCNTVON Ph: (202)252 -0701 • Fax: (201)453-9030 • P.O. Box 8070 • Fresno, CA 93747 Model 874 Double Check Detector Assembly • Side View Model 876 Bypass Date 05113 , Drawing SS 176-2 • • e' August 31, 1999 Alex Clark 1904 Third Avenue, #500 Seattle, WA 98101 Dear Mr. Clark: RE: Sincerely, encl City of Tukwila Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number D99 -0287 Group Health Cooperative — Pharmacy Window 12400 East Marginal Wy S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bja messenger service. If you have any questions, please contact me at (206)431 -3672. 4 14M 1■ Brenda Holt Permit Coordinator xc: File No. D99 -0287 • lECEO JE 1 1999 VIE CORNERSTONE ARCHITECTURAL GROUP. P.S. John W. Rants, Mir 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 431-3665 Project Name: File #f: PUBLIC WORKS PROJECT REVIEW COMMENTS Group Health — Pharmacy Window Addition D99 -0287 INED CITY of TUIKWILA 8/17/99 SEP 21999 L. Jill Mosqueda, P.E. PERMIT CENTER RECEIVED CITY OF 'rURwv The City Of Tukwila Public Works Department needs the following infolt tion before it can complete the plan review for this permit. Please contacVII Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Please provide the location and a description of the backflow prevention for the building. August 31, 1999 Alex Clark 1904 Third Avenue, #500 Seattle, WA 98101 Dear Mr. Clark: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0287 Group Health Cooperative — Pharmacy Window 12400 East Marginal Wy S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0287 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 PUBLIC WORKS PROJECT REVIEW COMMENTS. Group Health — Pharmacy Window Addition D99 -0287 8/17/99 L. Jill Mosqueda, P. The City Of Tukwila. Public Works Department needs the following information before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433 - 0179, if you have any questions regarding the following. comments. Please provide the location and a. description of the backflow prevention for the building. DEPARTMENTS: Building Division Pub 'c Work Complete [ Comments: • Perv-- C PLAN REVIEW/ROUTING SLIP : ACTIVITY NUMBER: D99 -0287 DATE: 9 -2 -99 PROJECT NAME: GROUP HEALTH COOPERATIVE Original Plan Submittal Response to Incomplete Letter# XX Response to Correction Letter # Revision # _ After Permit Is Issued 4- Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route EL Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved with Conditions CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n \PRROUTE.000 5/99 Planning Division Permit Coordinator Not Applicable DUE DATE: 9 -7 -99 DATE: Q-' t -7 7 n DUE DATE 10-5-99 Not Approved (attach comments) ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: reirmi r CATIps PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 - 0287 DATE: 9 -2 -99 PROJECT NAME: GROUP HEALTH COOPERATIVE Original Plan Submittal Response to Incomplete Letter # _ XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Comments: n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route ri Structural Review Required n n Planning Division Permit Coordinator DUE DATE: 9 -7 -99 Incomplete I I Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10-5-99 Approved ri Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: V'RROUTLDOC 5/99 ACTIVITY NUMBER: D99 -0287 PROJECT NAME: PHARMACY WINDOW ADDITION XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 8 -12 -99 Revision # After Permit Is Issued DEPARTMENTS: Budding Division Public Works (era rata r 9j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I:4 Comments: Please Route Approved 601 U'RROUI [.DOC 5/99 TUES /THURS ROUTING: n Pearlt CiD04 . Cop PLAN REVIEW/ROUTING SLIP Fire Prevention fzz Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) V ri No further Review Required Approved with Conditions I 1 Not Approved (attach comments) E pm) Attu. NeccPvd ky- 'T REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions DUE DATE: 8 -17 -99 DATE: Planning 8 -464 Permit Coordinator " 1ga Not Applicable DUE DATE 9-14-99 V DATE: DUE DATE Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: *ts } Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - P lan Check/Permit Number: 014-0201 ❑ Response to Incomplete Letter # Response to Correction Letter # ' ❑ Revision # after Permit is Issued Project Name: W� Project Address: Contact Person: Ae Phone Number: Summary of Revision: �YI�Q2_ -- L.acf�v cot 4k# Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1U�.1 —� air in Sierra on q City of Tukwila Department of .Community Development s74N Drys. A4/ ¶LT- FLAW CITY OFET KWILA FEr ipr r1 Fr !Sr, John W. Rant, M yr Steve Lancaster, Director 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATIO STATE OF WASHINGTON 3OUNTY OF KING , states as follows: t have made application for a building permit from the City of Tukwila, Washington. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the . . Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. SEP -13 -1999 I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. and will therefore not be performed by a registered contractor. understand that i may be waiving certain rights that I might otherwise have under state law in any decision to ngage an unregistered contractor to perform construction work. D't9' 0 6 1 FCOM. DOC 5129/'96 09 02 '1RNERSTONE ARCH 'L GROUP {rI I r yr r L .. . WIL/N Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 4314670 SS. APPLICANT Signed and sworn to before me this day of CL, 206 621 7717 P.02/03 Ii -4 RECEIVED CITY OF TUKWILA SEP -1 5 1999 PERMIT CENTER 19 q ._. NOTARY PUBLIC in and for the State of Washington, residing at S County c)/4 Name as commissioned: //t / ?- My commission expires: GENERAL NOTES GENERAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY T'iE'NEGUGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE CONTRACTOR TO OBTAIN ALL PERMTS AND APPROVALS. 4. NOT USED 5. CODES: All WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EMSTNG CONDITIONS AND DIMENSIONS AND SHALL NOR, THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTNG THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE 3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWY ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANLIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WV THE DRAWINGS AND SPECIFICATIONS FIRE PROTECTION 1. FIRE PROTECTION ALTERATIONS DESIGN BUILD AS REQUIRED SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL 2. PRUDE FIRE PROTECTION AT ALL 'PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE 3. SUBMIT (2) COPIES OF THE FIRE PROTECTION DRAWINGS TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER 4. PRUDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION 1 FIRE EXTINGUISHER PER 3,000 S.F. OE BLDG. AREA WITH 75-0 TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS u.L RATED -4A 5. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL MECHANICAL, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND SIMILAR, SYSTEMS PER UNIFORM BUILDING CODE SECTION 302(d). CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL. AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK.. 2. CONTRACTOR 'SHALL BE RESPONSIBLE. FOR PRONDING' WALL BLOCKING REQUIRED FOR WALL AND CEIUNG MOUNTED ITEMS. 3. THERE SHALL BE NO EXPOSED P, CQIDU, DUCTS. N, ETC. ALL SUCH ONES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EX ON ITS CONSTRUCTI D 4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WLL BE FLUSH. 5. PRONDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH -INS, AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS. 7. FRONDE PRESSURE TREATED WOOD AT All LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL. B. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT: CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEIUNG FINISH SURFACE. FINISHES 1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WTI, THE MANUFACTURER'S RECOMMENDATIONS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL 1. ELECTRICAL & MECHANICAL SYSTEMS UNDER SEPERATE PERMIT. 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WM APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS 3'. DEVATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER. 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. WASHINGTON STATE NON- RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY LIGHTING SUMMARY MECHAINCAL SUMMARY NO CHANGES TO EXTERIOR WALLS NO NEW LIGHT FIXTURES. WATTAGE NOT INCRESED. NO CHANGES DRAWING INDEX ARCHITECTURAL AC COVER SHEET A2.1 1ST FLOOR OVERALL A2.3 FLOOR, REFLECTED COUNT AND DEMOLITION PLAN A9.1 MISC. DETAILS TAX IDENTIFICATION NUMBER 734060- 0480 -00 734560 - 0490 -03 LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, 74, in King .County, Washington, more particularly described as follows: Beginning at a point on the westerly margin of primary state Highway. No. 1, Foster interchange to South 118th Street, os condemned under Superior Court Cause No. 646846, that bears south 0433'59" east 165.03 feet distant from the point of curvature of the west margin highway engineers' station 76+05.30 said point also being the southeast corner of that certain tract of land es described in option agreement . recorded under Auditor's File No. 7506090402; thence south 0433'50" east along said margin 615.17.0eet. to a: point lying 110 feet westerly of and opposite engineers '.station 68 +25; thence south 5819'00 west along said highway margin'. 230.32 feet; thence south 1809'20" east along said highway margin 36.80 feet to the south line of tract 32 of the Riverside Interurban Tracts; thence north 8917'24 west 476.97 feet along the south line'. of .tracts 31 and 32 to the easterly margin. of East Marginal Way as established by warranty deed found in King County records,. King .Country Recorder's No. 7412090465; thence. north 1838'24 west. 442.48 feet along said easterly margin; thence north 1254'24" west 443,48 feet along said easterly margin; thence .north 1007'24 west 333.78 feet along said easterly margin' to the southwest corner of option agreement recorded under Auditors File No. 7506090402; thence south 8917'24" east parallel to the south line of tracts 31 and 32 Riverside Interurban Tracts, a distance of 774.30 feet to the point of beginning. CODE INFORMATION 1. BUILDING ADDRESS 2. JURISDICTION 3. LAND USE ZONE 4. BUILDING CODE 5. CONSTRUCTION TYPE. 6. OCCUPANCY GROUP & AREA 7. SCOPE OF WORK THIS PROJECT ALL WORK TO COMPLY TO THE FOLLOWING CODES: UNIFORM. BUILDING CODE 1997 EDITION UNIFORM MECHANICAL CODE 1997 EDITION UNIFORM ELECTRICAL, CODE 1993 EDITION UNIFORM FIRE CODE 1997 EDITION UNIFORM PLUMBING CODE 1997 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI /NFPA 101 LIFE SAFETY CODE 1991. WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11,13; 20. WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1998 WASHINGTON. STATE VENTILATION CODE 1995 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN '& DRAWINGS TO TUKVOLA FIRE MARSHAL. FOR APPROVALS. ANY AMENDMENTS TO THE UBC BY THE CITY OF TUKWILA. SITE PLAN SCALE: 1" = 100' I CIRCULATION PROPOSED NEW WORK 1ST FLOOR 12400 E. MARGINAL WAY S. Seattle, Washington 98124 CITY OF TUBBER MIC /L LIGHT INDUSTRY 1997 UBC w/ WA. STATE AMENDMENTS TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED EXISTING BUILDING 270,937 SF DEPARTMENT AREA OCCUPANCY LAB 21,955 SF B PHARMACY 16,735 SF F 1 OPTICAL 7,130 SF F 1 WAREHOUSE 21,890 SF S 2 FIRST FLOOR OFFICE 46,421 SF B SECOND FLOOR OFFICE 76,332 SF B SECOND FLOOR DINING 8,529 SF B TOTAL 177,092 SF INTERIOR TENANT IMPROVEMENTS ONLY 12 SF, INSTALLATION RATED ROLLING SHUTTER AND COUNTER IN WALL 476.97' 774.30' JIIIIIIIIIIIIIIIIIIIIIIIIIII \\\\\\\\\\\ \ \ \ \ NORTH PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -5065 Proj. Mgr: Jim Wood Architect: Cornerstone' Architectural Group 1904 3rd Ave Suite 500 Seattle, WA 98101 206 / 682 -5000 Project Mgr::: Alex Clark LOCATION MAP \\ \ \ \ \\ / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / /// / // / // /// / / / //// SOUTH 124th STREET. PARKING CALCS AREA TYPE OCCUPIED AREAS _(NON - WAREHOUSE) WAREHOUSE AREAS UNOCCUPIED AREA MECH /ELEC /CORRS. TOTALS NORTH gY Date Permit No Co FILE I understand that the Plan Check atprovals are. subject to errors and omissions omit approval of plans does not authorize the violation of anti adopted code or once. Race pr con - If edPlans �' /I d9ed. :1CIOf SCapY pprOV •. • . % AREA PARKING REQ. STALLS REQ. 177,092 SF 3/1000 SF 531 21,890 SF 1.0/2000 SF 40,102 SF 0 41,555 SF 542 TOTAL EXISTING STALLS 655 REQUIRED FOR: TOTAL REQUIRED STALLS 542 270,937 SF SEE ABOVE Y Z NAF.CHANICA .555 5 542, THEREFORE: OK r BECTFUCAL NO CHANGE TO BUILDING AREA OR USE I OPLUMBIN NO CHANGE TO PARKING 0 cAs pipes* nw r s arviA These plans have been reviewer' by the Public Works Department sop v'tfrxmasee with anent City standards. Acceptance b subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility Boothe adequacy rt thedeSignreelstotaily with the designer Additions, debt= or revisions tothese drawings after this date WI void this acceptance and will require a natialanitttd of revised drawings for subsequent approval. Rnal acceptance is to freed eneeedkeibll the PutAicWodesuiliMi eM, * Group Health Cooperative of Puget Sound WORK ORDER it 115 - 0609104 U s 75 0 I : O N ai o N °� 5 � > >+ o ,( `I` E C W t 0 o_ C H N project no. 369908 date 8 -12 -99 revisions AUG '12 1999 PERMIT a... sheet title Cover Sheet DY -OD. - 7 sheet AC w, �II'II . III Jii IIIE �� lil „„r II■ %� M i gll III — IIIIE X111 Il _fl I Al 11� I A � = ° ' 9 � j o r�� ��I� 11 t s li Aral 1 wow iiu■ TJ1J :ter II 9Il .1® nn I I u N � ■ . tq H e� • 1 • JI I�® �I 'h� III[ o ®li _ O AREA OF V ORK TYPE 5N CONSTRUCTION TWO STORY NORTH TYPE 2 CONSTRUCTION ONE STORY A2 -1.DWG 0 4 O LEGEND FIRST FLOOR FLAN ONE HOUR CORRIDOR (SHOWN HATCHED) SCALE: 1 "= 20' -0" WORK ORDER # 115 - 0609104 project no. 369908 date 8 -12 -99 revisions AUG' 21999 sheet title First Floor Plan sheet A' 01 /\L N 0 INT- ELEV.DNO INT- ELEV.DHG n ROG -I F.DV4S 5UILDING SECTION n EUILDING SECTION DEMOLITION FLAN REFLECTED CEILING PLAN NOTES (> RELOCATE EXISTING FIXTURE O RELOCATE EXISTING DIFFUSER GWB SOFFIT DEMOLITION NOTES C > REMOVE PORTION OF CORRIDOR WALL TO RELIEVE ROLLING SHUTTER D2 MODIFY EXISTING FURNITURE SEE FLOOR PLAN O RELOGATEEX!STING THERMOSTAT SEE FLOOR PLAN: SCALE: I /4 "= SCALE: 1 /4" I -O" SCALE: I/4 "= I' -O" NORTH .■ 1114 ROC- IF.DWG REFLECTED CE WORK AREA FLOOR FLAN ROG -I F.DWG NOTES WALL TYPES I. ROLLING SHUTTER TO BE CONNECTED TO BLDG. FIRE ALARM SYSTEM. BY OWNER. 2. FOR CEILING ADJUSTMENT DETAILS SEE ION / A9.1 5. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL DOOR HARDWARE. 4. ALL DOOR HARDWARE TO MEET ALL APPLICABLE CODES INCLUDING ADA REGULATIONS AND FIRE RATING REQUIREMENTS 5. PATCH AND MATCH NEW WORK TO ADJACENT EXISTING WALLS CREATE SMOOTH TRANSITION AND MATCH FINISH PER OWNER. LING FLAN fAr4 4 A91 LEGEND NEW WALL EXISTING WALL LEGEND EXISTING WALL TO REMAIN EXISTING FIXTURE TO BE RELOCATED RELOCATED FIXTURE FLOOR PLAN NOTES SOALE: I/4 "= I -O" O I RELOCATE THERMOSTAT ® POWER POLE ,C > MODIFY WORK SURFACE 4 SHELVING TO ACCOMODATE NEW WINDOW SCALE: 1/4 "= I -O" OI (I) LAYER 5/5' TYPE "X ONES EA. SIDE OVER 5 I /2 MTL. STUD FRAMING .®. I6" 0.0: W/ BATT ACOUSTICAL INSULATION EXTEND. WALL 24 ABOVE T -BAR WALL - SECURE TOP E BOTTOM TRACK ®TOP. SECURE WALL WITH. METAL STUD BRACING TO STRUCTURE ®4' -O" O.G. pc\ G * Group Cooperative of PugetSound WORK ORDER # 115- 0609104 _c P c a, o 0 • ct3 N • C C _ c 0) ? ' ay cd o ai a) - - w -C 0 c d c N N H project no. 369908 date 8 -12 -99 revisions crrrori pUG 9 2 9995 PPAMIT CENTER sheet title Floor , RCP Demo. Plan sheet A2.3 VERTICAL 12 GA HANGER SPACED 4' -0" O.G. ALONG MAIN RUNNER TO STRICTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CR055 RUNNER SPLAYED 90 DEG. FROM EA OTHER, N.T.E. 45 DEG. FROM CL6 PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" O.G. IN BOTH DIRECTIONS,VU THE FIRST POINT WITHIN 4' -0" FROM EA WALL SECURE TO STRUCTURE ABOVE. MAIN RUNNER GROSS RUNNER 0 ACF SWAY BRACE DETAIL 09510 -OI SPPECIFICATIONS: ROLLING SHUTTER. NOTE: CONFORM TO UBC STANDARD 25 -2 REF TABLES N.T.S. 10 GENERAL 1.1 Summary A All Rolling Cunte Fire Doors shall b Series FD10 as manufactured by The Cookson C p y Phoenix, Arizona. F shed materials h ll include all curtains, bottom bars, guides, brackets, hoods, operating mechanisms and ay special feat s Or Approved Equal. B. Work not to be included by The Cookson Company includes design of material far, and preparation f door openings but not limited to structural or miscellaneous iron work metal or wood trim, access panels, finish painting, electrical. wiring, conduit and disconnect switches. 1.2 Quality Assurance A All rolling counter fire doors shall be constructed in accordance with testing agency requirements and shall bear o 1 -1/2 hour rating label 2.0 PRODUCTS 2.1 Materials A The door curtain shall be constructed of interconnected strip stainless steel slats The curtain shall be constructed of 22 gauge No. 10 (1 -1/4" high by 3/8" deep) slots as designated by The Cookson Company. The finish on the door curtain shall be /f4. B. The bottom bar shall be constructed of tubular stainless steel measuring 2" high by 1 -1/4" deep. The finish on the bottom bar shall be n4. C. The guides shall be c o nstructed of box sections of galvanized steel. The 'exposed finish on the guides shall be painted. D. The brackets shall be constructed of 11 gauge steel plate and shall re a (1) coot of bronze point. E. All gears shall be cast it with teeth cast f. machine cut, patternsL pinion gear shall not be less than 'a 3" pitch diameter. The gear ratio shall be designed foramaximum effort of not more than 30 pounds. F. The barrel shall be steel tubing of not less than 4" in diameter. Oil tempered torsion springs shall be capable of correctly counter balancing the weight of the curtain and shall have both a main and an auxiliary spring. The barrel shall be designed to limit am deflection to .03" per foot of opening width. The barrel shall receive one (1) coo of bronze rust - inhibiting prime paint. G.The t hood shall be fabricated from 24 gauge galvanized steel and shall be formed to fit the square brackets. The exposed finish on the hood shall be painted. I. The counter fire door shall include the Firestop Fire Rated Countertop as manufactured by The Cookson Company and shall include the following: 1. The Firestop countertop shall be o uniform 1 -5/8" thick throughout and shall be labeled for 1 -1/2 hour on interior openings. 2. The top and edge surfaces shall be [Wilsonart]. plastic laminate as selected. 3. Any notching of the countertop shall be performed by the installing distributor. 2.2 Operation A. All crank operated counter fire doors shall have on automatic closing device and governor to control the downward speed of the door which shall become operational upon the fusing of a 160 degree fusible link. The door shall have an erage closing speed of not less than six (6) inches per second and not more than twenty -four (24) inches per se and as indicated in NFPA Bulletin 80. Once the door has closed, it should be able to be reset by one person on side of the door only. B. Doors shall be operated by means of a hand conk with o removable awning c ank. C. All counter fire doors shall be equipped with the Firefly II Time Delayed Releasing Device. 1. The Firefly II Releasing Device shell be wired directly into the building's fire alarm or moke detector system. 2. During installation and subsequent resetting of the fire door, the Firefiy latching mechanism shall hold 'the' door in the set.. position Energizing the alarm system shall automatically set the Firefly II by releasing the latching mechanisms 3. The Firefly II shall' hold the fire door, in the set position until the alarm or s moke detection system is activated. Upon activation, the Firefly II shall mechanically release the fire door after a delay of not more than 10 seconds. If the fire alarm activation is canceled before the 10 second delay, the Firefly II shall automatically reset itself. Power outages, of less than 10 seconds shall hove the some effect a canceled alarm activation: If the power outage is longer than the 10 second delay, the fire door shall be closed mechanically. a 4. if the Firefly II mechanically closes the fire door, the door will have to be reset by an authorized trained technician. 5. Power outages of 10 seconds or less shall not effect the operation of the Firefly II and the fire door shall not be released. 2.3 Locking Mechanisms A. The crank doors shall be secured by means of a concealed sliding bolt deadlock in the bottom by operated by a [cylinder lock]. 3.0 EXECUTION 3.1 Installation A. All Cookson Rolling Counter Fire Doors shall be installed in accordance with NEPA Bulletin 80 by an authorized Cookson Distributor. 3.2 Warranty A. All Cookson Rolling Counter Fire Doors shall be warranted for a period of twelve (12) months from the time of shipment against defects in workmanship and materials. SPLAYED BRACING WIRES VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS OR DRILL 5/552 HO. AND INSTALL I." BOLT AND LOCKING NUT TO SECURE ONE TUBE TO THE OTHER LAP TUBES 4" MIN IN FILLY EXTENDED POSITION NOTE: CONFORM TO UBC STANDARD 25 -2 REFERENCE TABLES O ACP SWAY BRACE DETAIL 09510 -02 N.T.S. GA WIRE HANGER TO STRUCTURE AT EACH CORfER OF FDORRE ATTACH SLACK WIRES DIRECTLY TO FIXTURE 4' TO DIAGONAL CORNERS ■ ATTACH FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF I OF LIGH1'IN6 FIXTURE RE I +EIGHT IN ANY DIRECTION NOTE: CONFORM TO IBC STANDARD 25 -2 REFERENCE TABLES MAX. TYP. O LISHIT FIXTURE 8RACIN6 09510 -03 N.T.S. STRUCTURE ABOVE MANTAIN I HOUR RATED CORRIDOR WV 0) LAYER 5/6" "X" GWB EA. SIDE EXISTING. CORRIDOR LID (2) 8" IA 6A - LIGHT GUA6E FRAMING HEADER 0 OPENING _ 6, 36" COUNTER HT. RUBBER BASE MATCH EXISTING EA.' SIDE --� O SECTION DTL4 EXTEND 16 6A. STUDS TO STRUCTURE ABOVE ROLLING SHUTTER EXISTING T-BAR CEILING FINISH 61AB TO EDGE OF GUIDE RAIL r _____ P -LAM ALL EXPOSED SURFACES SELECTION BY OWNER SHELVING _��RUBBER BASE SCALE: 3/4 "= 1' -0" O DETAIL 5 DTLS 11/2" THICK COUNTER P -LAM ALL EXPOSED SURFACES (2) I6 GA STUDS - EXTEND TO STRUCTURE ABOVE 5/8" NPE "X" NP. J -BEAD 6 OPENING NP. -FASTEN GUIDRAIL TO STUDS PER MFR. RECOMMENDATIONS SCALE: 3"= 1' -0" °q rs asp l 3 c;q oz 7 e 3 g WORK ORDER # 115 - 0609104 U c0 o O t / S �� C) Q wt `� O C C V 4) ._ ET 0 ca L -F+ E E W Ca -E o 0 O o_ `c "q' N N F project no. 369908 date 8 -12 -99 revisions g 1 1a AUG 1 11993 R PP31Mrt o = -1+� sheet title DETAILS sheet A9