Loading...
HomeMy WebLinkAboutPermit D99-0083 - Group Health Cooperative D99-0083 Group Health Cooperative • 12400 E. Marginal Way • So. City of Tukwila C- Parcel No: 734060 -0480 Address: 12400 EAST MARGINAL WY S Suite No: Location: Category: AOFF Type: DEVPERM Zoning: MIC /L Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License " No :' °'SELLEC *372N0 Permit Center Authorized Signature :_L /LW rqy or the performance o development permit Signature: Print Name: DEVELOPMENT PERMIT .0 South: .0.. Sewer: VAL VUE ;Siopes:Y (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 OCCUPANT GROUP HEALTH COOPERATIVE Phone: 12400 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699 `J DOUMA PROPERTY MGMT, 521 WALL. ST, SEATTLE WA '98121 CONTACT ; . ALEX CLARK .•'' Phone :', 206 -682 -5000 1904' 3RD..AVE; SUITE 500, SEATTLE, WA 98101 CONTRACTOR SELLEN CONSTRUCTION CO. INC. Phone 206 682 -7770 P: 9970, SEATTLE, WA 98109 * * * *** ** * *• kh************************'****** k************* * * * * * * * * * ** * *k *kk * * *** * * * *** Permit Description; r TENANT': IMPROVEMENT OF EXISTING OFFICE SPACE, APPROX; 30,000 +/- . S.F . PHASE. ," B" *******• k* k* k******• k**• k* k**• k**• k******** * * * * ** * * * * * *k * * * * * * * * * * * ** *:fir * * *k *•k *•k * * *k *k **$ Construct;ion luation: _ $ 780 W PUBLIC WORKS PERMITS *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut %Access /Sidewalk /CSS: N 'Fire Loop Hydrant: N No Size.(in): .00 lood 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 ** k**** k** k***k* * *`k * * *** * ***k * * * * * ** * * **k* 7,534..69 TOTAL DEVELOPMENT PERMITEES.: $ k*****• k** * ** *•k * *k *'k * *•k *k** * * * ** *'* *:* * k**************• kk * * * * * *•k *•kk*•k** * *•k **** *•k** I hereby certify that I have read and examined t`(is 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 0rk. I, a authorized to sign for and obtain this Permit No: Status: Issued: Expires: Streams:. Date: D99 -0083 ISSUED 04/21/1999 10/18/1999 Public: N Date: q 24qc9 z/- 19 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. A ddr ess IT 12400 `EA MAUI RNAL': WY ;S R ermrt :Na: 1)99 0083 Suite Ten ° ant Status ISSUED Tvpe DEVPER.M App ):ied . 031•15/1999: Parcel : # 734061 0480 I ,awed 0, 'k*•k **?'k k k* k'k* k** b *`k•k•k* k:k'k* * k,, k *' *4k * *•k* A k** * *•k k ** k *'k* A * k k *•k *•k* k k k.* Pei Cohd:i t i 011".5: • 1 . No •chang s wi 1;1 be" made', to the p:l ans : Arn 1 es�.. approved ''b.y the: • Engineer an;d the Tukwila` Bu ..,lding D .v.is1on \ A1`1 per�mlts inspect1 n t co ds, and p rovec1 plan. s atfii talale at the: ol.•e5 „i r 170:1 - :'.:t o t s` tv” � j ari'v co str a ction t The n carne i 4 t (al.* e n ►ai.rit'a ne a nd avai 1 .= able 'urici l . t i .. °a'9 iri.s yeci,Ito n a a le pproi 1 a me ` �, Elec.trica�;1..' nit� � a1� c o ta'.ine thrc �Che a'i�in tin In ;Ref.n L o 'a`nd dustries ai' d al ' elel a1 �� war k wi 11 ,g :e° 77 n petted bv4:• th` ° atv ` a genc)P 4(24C -b6 � tp lunibing �per�nr'its rb ob`tari through the eie, aunty D t of Pub11C' ,H 011)0 ey 4 , I • ns s pec 4tedd by that a �agenc: vt b al : .gas pipingi�� .2'§.647/421-:' y t 4 �a A11 tt�ethan wor �•ha11 • be punder s eparate perniil is :rye t A ty�az Tui�;w1 1 a wok A1.1h4 ns<tr i fp n to :be done�;',4 n � ont•u'rra with approved p 1 . re ni,eff is of the n i Fa ► Dc► iyl d i ng Code (1•' Eci c ri) as a,rnended.4 Uniform: Mechar�.i } �a1 ,Coke (199 Edit ion1: an Washington "A:�t•ate En ergy; "•Code = k(199�7f Edi ,e ,• The it i Gf. Pe rn►i t .. : issuance otr.� p •rmi t pprov 6 s . w � ,, < , .� 5,� ar a al � , r * p1 t1�s� r sp ci icatic�tis and ; .ompufiai•aons ,:s ha11 not be scan steied to; be a . pai mi - fo.r, ur >, e apprcuva,1° of., ' an y of et y fat the': pr ov is l ons= of : the bu 1 l d l rig "`code or of of'‘0,. ar v 'l othet a ar ci1nthoe.. of the .iuris.dict?t ,Na" perni.it: presu011ng t : i u.l ate car earice l; the srov t i an of "'th l s i v fir t. y F } j t, k 1 .. y • c.o ),e val i:d t , r ; VENTILATION IS REQUIRED FOR ALL1 ROOMS AND SPACES OF' OR EXI,.STING : BU ILDT,NI3S IN. CONFORMANCE,,, THE: =' UNIFOFM ,BUILD G P00E'AND THE WASHINGTON 'STATE{ °VEUTIL`ATIONsAND INDOOR RIR OUA : CODE.•, CHAPTER' 51-13 WAI ` ,>;" Project Name/Tenant: o /ice I - ` ��I/„ °t it* l �Ci Value of Construction: Address' y State /Zip: Z fro (. .,:r1 J ' ' 441- Ai - . Tax Parcel Numb 1 41S44, - ov Property Ovter: thAt (0 l]� Phone 6^ 1.44$ , 23% Street Addrgss: omit_ City 5 / 5 - f " C it s�(� 1.� �1 State /Zip: 81 ZI Fax #: eoto ^ 4 9 ^ 24 217 �t ctd � � L �� ( 1 Phone: 2� _ g _ 77 70 Street Street Address: City State /Zip: 2Z A 7 411 ki A/ 5�:. WA q NO9 Fax #: 2 - <0t.3 -- 5 2 vc, / G Architect: ei 4'2 _ 1 ' Phone: 2 0 (0- 052 - 5coo Street Address City State /Zip: MO 4 3 r-4° Ayr-- s'I.� I \ c ( w 4 I Fax #: zo O - (02 / - 771 7 Engineer l V �N S r4411---- Phone: 20c - �'�3 -��1�- Street Ad ress: City State /Zip: -2.l -4 3T''' 1.4s �� 10 s W A 791Iz j Fax #: gig- 4�� a `i "t c I Contact Pe lw A," Awat Phone: Street ,address: 1 - '1 City State Zip: I �i 'g si/ ' -\-) - COB r Sett Lam.. 1h 1 o ( Fax #: 2v(o -- (bZ 1 7 Description of work to be done: 'C - ` -� 5 -i-- G .� Cn r ' WW1. S0 S. F, _ _ Y � Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel . .Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes /"' no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes $1 no Existing fire protection features: .sprinklers : automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 270 r)x 'f existing Area of Construction: (sq. ft.) 50 ao S-% Will there be storage of flammable /combustible hazardous material in the building? in yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets _ CITY OF TUK:'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application C'TPERM1T.DOC 1/29/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. , P1'910114* Permit Nurmbert APPLICANT REQUEST, FOR PUBLIC WORKS;SITE/CIVILPLAN REVIEW OF THE FOLLOWING:: (Additional reviews may be determined .by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 FiII cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Water Main Extension ❑ Water Meter /Exempt 11: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Street Use Size(s): Size(s): Size(s): 0 Deduct ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: 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. Date a !call epte 1 9 • - Date appyrtlonges: ^q Apa3aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER • R AU T O D , GENT: / Signature : / Date: 3 / 5/99 Print name: e / C./ ,, r_ �' -. I Phone: , -( 2- i l l Fax i� I - 77(4 Address 1^ u , .--. r L S0 City /State /Zi ALL COMMERCIAL /MULTI- ' ILY TENANT IMPROVEMENT /AL ERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: 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 , ❑1 / M Legal Description E J" ❑ 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 • ❑ r7P Site Plan (including existing fire hydrant location(s) a' 5 6 P /A- 8. �J lq 9. }VA 10. V11. ✓12. /. 13. e--r. North arrow and scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 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 Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) Location and gross floor area of existing structure with dimensions and setback Lowest finished floor elevation (if in flood control zone) See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Er Floor plan: show location of tenant space with proposed use of each room labeled ❑ L" Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ CY Vicinity Map showing location of site EY ❑ 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 rack. Structural calculations are required for rack storage eight feet and over. ❑ l� Indicate proposed construction of tenant space or addition and walls being demolished ❑ Fr Construction details tzr 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 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER BY TIjE LA VJ/S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'CRMIT.DOC 1/29/97 PW DCD 7534.69 HECK 7534.69 CITY OF TIJEiWILA IV** A 4 * * *k. **4A'•kA *A* 'A *ii :4 * *. /OrS4A•'kAh,'h'A4t *Ale*•k *k,Ak.1k1t*4.ck *: *k A *k * *A•*:t *ctA• ! :4sk it •kA **• 4:1 TRANSMIT, ":Number . ,R9800034 ' Amount ": . 7 .534 .69 03/15,'4q 1.`"2 PaYmt.nt ;CH1CI Notation: CROUP HEALTH Init:'`TLl3. Payment , -7, 534 .(59 Perm s t; Ne :t)99- -00f33 ` Type:: DEVPERM DEVELOPMENT . PEUMI'f Parcel No /34060-.04f10 i to ,Address w ";12400 EAST .MARGINAL :.WY :'8 , 1'Utal; Fees. " 7;534.6,9 , 'ALL' Pmts: 7 ; 534.69 Sal ante .06 * k* * *•aJlk4krA:4A *A *A *:k *A** * * *:4 *k * *** *•k *;1 **A *•A;4 : * * * *•.k * *:4 *'4,4* **A Uescr i pt.i on Amount BUILDING . NOI1'RES 4, 543,.7 5 PLAN GEIEGK .- NONRES 2,• Gt;..'44 S'I'AfE`.f3UILDING SURCHARGE' ..4.50 AccOur+t: Cade . • 000 /3,22 . aua /aA$ Apo 000'/313t3.904 1;57 03/22 9719 TOTAL 7534.69 Projec (/� / Ty I2 ±) ! lit Address: Special. instructions: Date wanted: a.m. Requester: 17 Phone: 17 '14 .anteatwYC,.iatal.: -- +u ■ q , Inspector: pproved per applicable codes. dir,av, `» . ti .:, w a _,. Ay r; . . a , , INSPECTION RECORD Retain a. copy with permit IN5PECIION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. ' p 206)431 -3670 Corrections required prior to approval. Date: -(7 9 El $47.00 REINSPECTION FEL Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project /74 ` Type of'Ins do f w it :.-c -S4")4,e nn Address: Date called: / Special instructions: 760 4._/(4 - Date wanted: a.m. Requester: C--.? � Phone: 2KSark'G ^ . PERMIT NO. • 4_. 4 INSPECTION RECORD Retain a copy with permit \ - INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 9$188 ,_, (206)4 1 -3670 • K 0 Approved per applicable codes. Ig Corrections required prior to approval. COMMENTS: (41 $274 4; nt yiM4 r- Yt -c-si' " — a 4./4- ! e{�?h -rte, eien ?3 - 1).594 1.7 h 1( e- ■7- i4�...ted 6 Pi `S , `l `I ta er �b ��. /71- C-47 e v —, id-2 / )7 by )/Z, Cbli $47.0) REINSPECTION E REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter BIv,., Suite 100. Cali to schedule reinspection. Receipt No: Date: iCt • Project: van Type of Inipecti : . 0 • C.t. t r. Mdress 0 C) Dat called: 6-E1 1 " Special instructions: Date wanted: C./ gal CIO' v FM Requester: (4t' f " ) Phone: / z. 1 7 Nil VA • pproved per applicable codes fl Corrections required prior to approval. : ,^ COMMENTS co,, e ./ t , (...... 0 ' .. • ' ., . • 1 vOZ■smr • • 7ri I • K 0 1. • Is 4.1 I r .11 6 INSPECTION RECORD Retain a copy with permit " - INSPECTION NO. ITY' OF TUKWILA BUILDING • 6300 Southcenter Blvd, #100, TiikVvila, WA 98188 PERMIT NO. O1- ( (206)431-3670 2 $47.00 EINSPECTION V 'EQUJRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: Project:..--+ (....<0 #.4 Type ofinspe ,..... , ( ar fi Coe', c-.( Add,: F.--Mo...-", Date called: Special instructions: e , Date wanted: .16 5 7 P.m. Requester: Phone: I Receipt No: • INSPECTION RECORD Retain a copy with permit INSPECTION NO CITV OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. • (206)431-3670 Approved per applicable code'. 0 Corrections required prior to approval. (4 - ,a COMMENTS: .14 4 e •i--/ .,44 ' - ( 1- 0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project. 1� T �of I �ection: Address: t WINO �Qate called: & - ( Date Special instructions: ,� a S � wantteld: n F `1 -9q a.m. p.m. Requester: 0 Phone: nn,, , r Approved per applicable codes. 1 t ti 1 11 '. '. INSPECTION REC �>RD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 M . .td :.Y_ ':L,1_...,,.:..i.n:..i�7L�..., j., ..k-a 'r..._ .r.i.. I, AA, - ...��.,.r ..... .. Corrections required prior to approval. C MMENTS: f /`- „, 17 / 1 /0- €c �! I' Prr h S �?-- CC-4,07 • $47 INSPECTION FFLtREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pry e f r / II pecial instructions:. pproved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD �-' Retain acopy with permit INSPECTION NO... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - (206)431- 670 Typ of Ins p • ct' • y,,� 1 , Date called: Date wanted: 74ir Requeste hone Go�ga /_ fie,/ ' 7' C eerie PERMIT NO. ;799 3 r7 a.m. P.m.. Corrections required prior to approval. H ~� Date: 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: Project. Type of Inspection: Address: ' �,y� P � �..��' ,g 0/ W / .ft/m , Date called: 7—/4--, Date wanted: C P 7 Special: instructions: Requester: Phone: 2. 0 6' 4o / ' A INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. i tttttt INSPECTION RECORD' Retain a copy•with permit PERMIT NO. (200)431 -3670 Corrections required prior to approval. COMMENTS: � T • A/ ee4) -rkp 4 1 _ i /tr. Q $47.00 REINSPECTIONr E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `.7,kt;d.'.ra' ..".; , :c" Project: ( , 9 a 9 up Date ) 6w Type of Inspection. Add ess: --- 1L( 00 ivt W I s called: _ ii , 961 ' Date 7 Spec al instructions: _,,.. 4150 wanted: -7 c / el 7 • • Requester: CM t V\ Phone: ° 101 — 14 ''fl INSPECTION NO. pproved per - applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tu wila, WA 98188 PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: - 675 AforrA) cege....eFry,crytr3 x_cen-25 Cesw/bote (v./m(6s aA ~64/44 4 4,47 . 24free(00-)e_. Le-C-7(&4 ezi-?/°%26P t .4;toie.E11, 5,14 4/&//r pzeiryle- LJ $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: Project Li // Type of Inspectio) - A� - / ddress: Date'called: Special instructions: �7'" // c� °✓L.t�UYicO . $ 2JU C;3273 1 Date wanted: a.m. Requester '`--" Phone: : w7 :tysa�rh':``.+rcnita�.;�ti�mGu• . trA:. �G• iaiC; N ','�9Lfi..Ri4�.kdfc�++i`l3rla� : 1 3:�t4F`r�a�i.`?::iiu 'INSPECTION RECORD Retain a copy with permit PERMIT NO, INSPECTION CITY OF TUKWILA BUILDING DIVISION -6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670 Approved per applic le codes. Corrections required prior to approval. COMMENTS: 584 10-e r e4 1 72)s Inspector: Datek-/V--?? E] $47.00 REINSPECTION (EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :.+1 v • :fir : :4.i" t :'• City of Tukwila Fire Department 'TUKWILA FIRE DEPARTMENT. :;FINAL APPROVAL FORM Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Project Name -ANA\ Address 1 L400 AC 1,nc. Sprinklers: Fire Alarm: 'Cl��nv+ Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ( r'INALAPP.FRM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued iVN\ S(Z) Authorized Signature Date Suite # c't\ic\e.‘ Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Project Info Project Address oroup Wealth Riverton operation. Center Date 7/12/1995 x Area 12400 Nest Marginal Way For Building Department Use 'Applicant Tukwila, Nat 98124 Name: spading Applicant Address: 720 olive Way Suit. 100, Seattle, WA 98101 - Applicant Phone: 206 - 667 -0555 Alteration Exceptions • No changes are being made to the lighting (check appropriate box) x Area Less than 60% of the fbduures are new, and installed lighting wattage Is not being increased • Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Open Office Office space 1.20 , 31100.0 37320.0 113 caaacr TLUOAZSCVIT DOWNLXOKT 75 75.0 5625.0 OPEN OFFICE r5 IX= MOUNTID 6 "xe' 4 4.0 16.0 OPEN OTTZCS •' From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 37320.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 26970.0 OPEN OFFICE 11 2'314'. ACCESSED PARRBOLIC TWO LIMP 435 62.0 OPEN orrzcz 113 caaacr TLUOAZSCVIT DOWNLXOKT 75 75.0 5625.0 OPEN OFFICE r5 IX= MOUNTID 6 "xe' 4 4.0 16.0 OPEN OTTZCS 16 WALL I01S11EA 4 4.0 16.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 32627.0 Location Description Allowed Watts per ft or per If Area in ft' (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 2 0.2 W/11 �ECEIV n Li 1 - TLJKWILA Outdoor Areas 0,2 W /R2 CITY Bldg. (by facade) 0.25 W /ft2 PlAg rL 1999 Bldg. (by perim) , — 7.5 W/1f _. Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Wa 1 LENTER Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exte for Total Proposed Watts 1991 Washington Stall Nonresidential Energy Code Compliance Forma 1994 Washin . ton State Nonresidential Ener • Code Com • fiance Form Lighting Summary LTG -SUM June, 1985 Project Description JO New Building ❑ Addition Alteration Compliance Option O Prescriptive • Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces ctearty on plans.) Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattat=_e (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) VP-0663 Use' LPA (Wift Use' LPA ewe) Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/odtbtion halls 2 Assembly spaces•, auditoriums, gymnasia•, theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars° 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handing areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops' 1.5 Locker and/or shower rectifies 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parldrg garages s.o s.ro. rsa2 Wholesale stores (pellet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only? Schools buildings, schod cbssrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet factities and washrooms 0.8 Office buildings, office/administrative areas In rectifies of other use types (including but not limited to schools, hospitals, institutions, museums, baniks, churches)""" 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers • Other Qualification Checklist Note: 11 occupancy type is 'Other and fbdure answer is checked, the number of fhdures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: • Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 1994 Washin•ton State Nonresidential Ener• Code Com.liance Form Lighting Summary •ack) • LTG -SUM Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 16.1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court arca is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display iiluminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Metropolitan to ROC - PLe A, Group Health Cooperative 12 March, 1999 SECTION 16501 LIGHTING FIXTURES Page 1 of 2 Not Used. Recessed compact fluorescent downlight with vertical lamp, nominal 6" aperture. Clear Alzak parabolic cone, self-flanged overlap trim, low- iridescent finish. Electronic ballast. Ballast shall operate all manufacturer's 26 or 32 watt lamps. Minimum recess depth 9 1/4". Maximum recess depth 10". Manufacturer Lithonia Gotham AFV 32TRT 6 Series; Halo C6032 Series; Prescolite CFT643EB Series; Kurt Versen P926 Series Lamp: One FM32W (Amalgam Lamp) Watts: 33 F4 Not Used. F5 Wall mounted direct/indirect linear fluorescent, nominal 6" x 6" x 8', bottom of fixture shall have low brightness anodized aluminum parabolic louver, top to be open. Housing of die formed code gauge steel finished in satin baked white enamel. Electronic ballast. Manufacturer Columbia F4203-43-42 Series or Equal Lamps: Two F432T8/4' Watts: 128 Section 18501 Light Fixture Schedule F1 Recessed 24 cell parabolic fluorescent lay-in troffer nominally 24" x 48" x 7". Low iridescent, semi-specular 4" deep aluminum louvers, mitered corners and black reveal, enclosed positive cam action latches. Electronic ballast. Manufacturer Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2P3G Series Daybrite 2P4 Series; Lightolier VRA2 Series; H.E. Williams U4 Series Lamp: Two F32T8 Watts: 62 Metropolitan to ROC - P?rdse A, Group Health Cooperative (1) Section 18501 12 March, 1999 Light Fixture Schedule F6 Recessed compact fluorescent wallwasher for one 26 watt twin tube type Tamp. Reflector shall be asymmetric non - iridescent specular aluminum. Interior end panels shall match reflector. Aperture shall be nominally 10 1/2 " x 101 /2" x 5" deep. Housing shall be die - formed 20 gauge cold rolled steel. Electronic ballast. Manufacturer's labels shall not be visible from below. Manufacturer. Indy 714 Series. Lamp: One F26TT Watts: 28 UC2 Undercabinet tasklight nominal 24" with solid front not to exceed 1 9/16" high, shall have a 45 degree batwing acrylic prismatic lens. Steel housing with baked white enamel finish. Cord and plug connected to receptacle in electrified furniture unless otherwise noted. Supply with rocker switch. Electronic ballast. Manufacturer. Garcy RTL Series; Alkco SF317 or SF332 Series; Litecontrol Taska; Failsafe MTS Series; Lithonia N2S Series Lamp: One 17T8 Watts: 23 UC4 Same as UC2 except 48." Manufacturer. Garcy RTL Series; Alkco SF317 or SF332 Series; Litecontrol Taska; Failsafe MTS Series; Lithonia Lamps: One F32T8 Watts: 32 X1 Single face incandescent exit sign. Injection molded, universal mount. Aluminum faceplate, manufacturers standard finish as selected by architect. "Exit" stencil letters shall be green and shall meet all requirement 924. Provide integral battery pack for emergency operation. Manufacturer: Prescolite EX3 or equal Lamp: 2T6 15W incandescent Watts: 30 X2 Same as X1 except double faced. Manufacturer. Prescolite EX3 or equal Lamp: 2T6 15W incandescent Watts: 30 Page 2 of 2 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC a 9.0 Btuift' -'F below (other walls must meet Opaque Walt requirements). Use descriptions and values from Table 20 -Sb in the Cade. Wall Description (including insulation R -value & position) U- factor c ''.."4".. X 100 = Concrete/Nlasonry Option O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying O no assembly below. Below Grade Walls Floors Over Unconditioned Space CITY OF T: Radiant Floors a aria . ,. !ySQ PERM T CENTr p ' ;91;_: 4 10_6712 Overhead Glazing 4 �E, FJVet.4.■.,) 1 .4-5 Maximum SHGC (or SC) Space Heat Type Q Electric resistance )(II other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. ,,,....w- Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Extenor (vertical & overhd) divided by Wall Area times 100 equals % Glazing All Other Roofs c ''.."4".. X 100 = Concrete/Nlasonry Option O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying O no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values . ioofs Over Attic J 1 A All Other Roofs / / Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maxim m U- factors Opaque Doors Vertical Glazing Overhead Glazing 4 �E, FJVet.4.■.,) 1 .4-5 Maximum SHGC (or SC) Vertical/Overhead Glazing5V LCD E. Summary Climate Zone 1 ENV -SUM 1994 wumngton state Nonreegeteet EMT, Project Info Project Description Applicant Name: t itov p h 4_i .4 60 Ft/Z►4 *vJfff Applicant Address: S (j p iA, 3 — . t A I f 4 Applicant Phone: AA t� / . ^ 2o(, — �o D i4 2- Soao Seml- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: roe - rte k tTtoi2 ov 1 eiqu6 ITT: ,'R 132. ( .% , 70 (, 75 = l3 l_.t G r .oM Fts t .k k) CV U (I +5 p 2 Tk�1� a-1 �G Lb ) June. 1966 Q New Building Q Addition /ZAlteration ['Change of Use Compliance Option Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) Q ENVSTD Q Systems Analysis Opaque Concrete/Masonry Wall Requirements 0 Electric resistance II other (see over for definitions) Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC ? 9.0 BtWftzoF below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (Including insulation R -value & position) U- factor Concrete/Masonry Option �/" P O yes Check here if using this option and if project meets all requirements for the ConcreterMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Applicant Phone: A ( r' 2 _ G a2 5000 Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maxim m U- factors Opaque Doors CITY OF T _ l ,, • Overhead Glazing 4 y {..QA) 1 '4'5 Maximum SHGC (or SC) Vertical/Overhead Glazing Glazing5VX It L..bVh a i t T t $ 3 iSSS PERM T CENTFR Ott/ Space Heat Type 0 Electric resistance II other (see over for definitions) Glazing Area Calculation Note: Below grade wails may be intruded in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & meld) divided by Wall Area times 100 equals % Glazing ice_ X oo r, j = � Concrete/Masonry Option �/" P O yes Check here if using this option and if project meets all requirements for the ConcreterMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Project Info Protect Address 1 ^ 200 � 1 � y1 Date „ J e IA - 00 L 1 w' AL kNi S . For But ing ent Use Applicant Name: *loop 64,41:114 Col' 2A Applicant Address: 52 i _ Oka.. c %- c _f'tTt flTF, Applicant Phone: A ( r' 2 _ G a2 5000 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values ,goofs Over Attic kV A All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maxim m U- factors Opaque Doors Vertical Glazing Overhead Glazing 4 y {..QA) 1 '4'5 Maximum SHGC (or SC) Vertical/Overhead Glazing Glazing5VX It L..bVh 1.0 Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' Climate Zone 1 'Project Description 0 New Building ❑ Addition gAlteration ❑ Change of Use Compliance Option r Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD 0 Systems Analysis OM 'Refer to Section 1310 for qualifications anrequirements Notes: roe 114-v' Ozo tTto 0,6 ' F 1 L14 141 k32 ' ( t 'G, , 70 L 5 = t3 % k Yuc Nr' C O FL 1 CV- (r +53 ,,3 — l fi 1, , • „ TRUCTURAL CALCULATIONS , FOR Roc TENANT RELOCATION METPARK TO 1DHAsE B . .$ $, • SWENSON SAY FAGET, INC. 2124 THIRD AVENUE SUITE 100 SEATTLE, WA 98121 TEL. 443-6212 MAR 1 5 199 PERMIT CENTER RECEIVED CITY OF TUKWILA Swenson Say Faget til, lit 1 i,l:ll h:, :;,,,( cnn ln), ;II 11)11 project erfr d wa c. 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 date prof. no. . 6 ... design sheet Swenson Say Fagg A Strucwral Engineering Corpnmtitiei Mornaranauntt F E : Roof System Review • Aprt =13 -99 07:46A Selle.• Construct ion 360 A93 -5237 P.02 • , it• irk Lure lkN.`.f I UNr wP.CH' L GROUP s 296 62.1 7737 P. 02.133 Project Data To Alex Clerk DA April 8. 1999 Cornerstone Architeelure Group Poser Metpark to ROC 1904 Third Avenue Suite 500 Seattle, WA 98101 sr Dan 3. Say IOL At your request we reviewed the existing roof system at the ROC to support the dead load imposed by the new T -har ceiling system. As we discussed the ceiling system will impart a dead load of 3 pounds per square foot on the existing structure. .The existing roof system consists of 20 stiffeners, spanning between 4214 purlins, which span between large glue- latninatcd girders. We studied the 2x4 stiffeners only. 2124 Miro Avenue Sulu 100 Sulk con 11121 Pn (206) 443.6212 fn (206) 413-4570 Assuming that the cxiuing stiffeners are Doug -FIr No. 2 members. we have concluded that these members are capable of supporting the existing dead loads, the new ceiling loads. and the code live load for snow (25 pounds par square foot). We understand that existing ceiling has been removed in somc areas, and at those locations the contractor intends to use the ai im attachment locations, and hardware currently located at these pasitinns. We believe that reusing the existing attachment locations, as well as the existing hardware is acceptable provided that these elements have not been damaged or are in some way unpaired. We trust Cornerstone Architecture Group TAO April 8, 1999 that the contractor will notify us if these elements appear compromised. If so we puce available to evaluate The existing conditions as necessary. We trust this memo clarifies our position on this matter. If you have nay questions, or wish to discuss ilti> sno to in greater derail please contact us at your convenience. Apr-13-99 0:7}46A Sal I Q Constrctio 360 93 6237 P 0 ..+ �ul v cRa u + �- L n L h+tUL 206 621 771? P 03 'O3 TOTAL P.03 DATE 4 -9-99 PROJECT NO: 369902.01 PAGES: (including fax cover sheet) pROJT NAME: Met to ROC Phase A Post -it Fax Note 7671 DatN I r i i, l4 Ip s► •3 To a4va (..4iU. s • frorn C ` co. /Z u L� S41.&_ Phone o 6— f Q I— 432../ CoJO.pt. 4`04 Phone M a t — 4 Z / - 3 k7 v raxr 2Oca- - 431- 5f. r. FsxN3v 4, _4u - 1 133 `0 Company Pleue Deliver To voice 1 Fax 1 sent Joe Neuenshwander Trammell Crow Co. 448 -2355 448 -2420 Jim Wood Trammell Crow Co 448 -5965 448-2420 Dave Ratzke Sullen Construction 521 -9255 623 -5206 Crsig Braseth Selkn Construction 901 -4327 901 -4330 - Apr -13 -99 07:45A Seller. Construction rx• n —yri »y 14 •1U (± . CU ERSTONE AP•CH' L GROUP To: X Urgent RE MARKS: Copied to: filo, ar Review C:∎ProjectuSlenda o Cover ahs.tslrnutti• fart -OHO • M.( to ROC DraJect.doo CORN[ ARCHITECTURAL GROUP, P.S. Signed: 360 93 -5237 • P. 01 7h 206 621 771? P.01/03 k ens Comment /ease Reply TTAL S 4. 0 )6 + 1 . A2 A . L Lg'W- Sr4Pvt". 144106ii> rt /44.- oktgrm mac. 1904 THIRD AVENUi, SUITE 220 SHAITIE, WASNINGION 98101 TELEPHONE: (206) 612.5000 FAX: (106) 6214211 E -Mill: (arasrtiaeaArch.coen LI% 41 Aluaiider 4. Clark 0 Please Recycle DEPARTMENTS: Bui ingDivision kW 4 9 Public Works Al 4-14 Approved C Fire Prevention J Structural ❑ • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0083 PROJECT NAME: METROPOLITAN PARR R.O.C. PI}A51E 9 X Original Plan Submittal DATE: 3 -15-99 Response to Incomplete. Letter Response to Correction Letter .# Revision # After Permit Is Issued Planning Division rg Permit Coordinat 8r DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -16 -99 Complete Jj Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route jel No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 - 13 - 99 Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 Not Approved (attach comments) E Fire Department Review Control ##D99 -0083 (510) Dear Sir: c . : :: City of Tukwila Fire Department March 22, 1999 Re: Metropolitan Park R.O.C. Phase B - 12400 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57$4439 City of Tukwila Fire Department Page number 3 Thomas P. Keefe, Fire Chief purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .57.5-4439 City of Tukwila Fire Department Page number 4 work shall commence without approved drawings. .(City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Thomas P. Keefe, Fire Chief 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 1908 : Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 I certify that the above registration number is true and accurate as a sworn notary in the City of. Seattle, State of Washington, County of King. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL # EXP. DATE CCO1 : SELLEC *372ND 06/01/1999 EFFECTIVE DATE 08/20/1963 RECEIVED CITY OF TUKWILA MAR 1 5 1999 PERMIT CENTER 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 / ENONEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE 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 PERMITS AND APPROVALS. 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFIJCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REOUIREIAENTS OF THE LAWS OR ORDINANCES, NE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS U. AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AfFECRNG 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 SHOWN ON THE DRAYANCS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS FIRE PROTECTION T. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REWIRED. SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL 2. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REWIRED BY CODE. 3. SUBMIT (2) COPIES OF THE FIRE PROTECDON DRAWINGS TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER. 4. PROVIDE FIRE EXTINGUISHERS AS REWIRED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHA11'S DIRECTION. 1 ARE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA VAN 75' -0' TRAVEL DISTANCE BONA. EXBNGUISHERS. EXDNGUISHERS 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 PROVIDING WALL BLOOONG REWIRED FOR WALL AND CEILING MOUNTED ITEMS 3. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, .TS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NO. AS EXPOSED W CONSTRUCTION DRAWINGS. 4. OFFSET STUDS WHERE REWIRED SO NAT FINISH WALL SURFACES GULL BE FLUSH. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REWIRED ROUGH -INS, AND TRENCHING REWIRED FOR ELECTRICAL AND PLUMBING RUNS. 7. PROVIDE PRESSURE TREATED WOOD AT All LOCATIONS WHERE WOOD HS EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SURFACE FINISHES 1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WIN THE MANUFACTURER'S RECOMMENDATIONS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVIDE 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 MTH APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER. 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATIENPON OF THE ARCHITECT. WASHINGTON STATE NON - RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY LIGHTING SUMMARY MECHAINCAL SUMMARY NO CHANGES TO EXTERIOR WALLS NO CHANGES TO FLOOR SLAB ADDITION OF (2) SKYLIGHTS TO ROOF AREA SEE ENVELOPE CALCULATIONS PROVIDED BY LIGHTING POWNER ALLOWANCE METHOD. SEE LIGHTING CALCULATIONS. BELOW TOTAL WATTS FOR INTERIOR = OK WMPLIANGE BY COMPLEX SYSTEM APPROACH DRAWING INDEX ARCHITECTURAL AC SITE PLAN / COVER SHEET A2.I EXISTING FIRST FLOOR PLAN A2.2 EXISTING SECOND FLOOR PLAN A2,3 DEMOLITION PLAN A2.4 FLOOR PLAN A2.5 FURNITURE PLAN A2.6 REFLECTED CEILING PLAN A4.J BUILDING SECTION A6.1 SCHEDULES /DETAILS /DOOR TYPES A7.1 INTERIOR ELEVATION A8.1 ROOF PLAN A9.1 MISC. DETAILS STRUCTURAL SIA GENERAL STRLWTWAL NOTES SBO FLOOR PLAN Sal ROWING FRAMING PLAN 53.1 INTERIOR FRAMING DETAILS ELECTRICAL E12 LIGHTING FLOUR PLAN TAX IDENTIFICATION NUMBER 734060 - 0480 -00 734560- D490-D3 LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, page 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, as 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 comer of that certain tract of land as described in option agreement recorded under Auditors File N. 7506090402; thence south 0433'50" east along said margin 615.17 feet to a point lying 110 feel 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 891724" west 476.97 feet along the south line of tracts 31 and 32 to the easterly margin of East Margins! Way as established by warranty deed found in King County records, King Country Recorders 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 comer of option agreement recorded under Auditors Ale No. 7506590402 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 EDITON 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 TUKWILA FIRE MARSHAL FOR APPROVALS. ANY AMMENDMENTS TO 1116 UBC BY THE CITY OF TUKWILA. SITE PLAN SCALE 1' = 100' CIRCIJLATION 12400 E. MARGINAL WAY S. Seattle, Washington 98124 CITY BF TUKWILA PROPOSED NEW WORK END FLOOR MIC /L LIGHT INDUSTRY 1997 UBC w/ WA. STATE AMENDMENTS TYPE 5 -1 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 35,859 SF B SECOND FLOOR DFFICE 76,332 SF B SECOND FLOOR DINING 8,529 SF B TOTAL NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS ONLY 30,128 SF OFFICE SPACE 2ND FLOOR 476.97' 166,530 SF EXISTING ROC a\\\\\ \\ \\\,\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ - 774.30' NOR11 PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -2355 Proj. Mgr: Joe Neuenschwander Architect: Cornerstone Architectural Group 1904 3rd Ave Suite 500 Seattle, WA 98101 206 / 682 -5000 Project Mgr: Alex Clark Structural: Swenson Say Faget 2124 Third Ave Suite 100 Seattle, WA 98121 206 / 443 -6212 Project Manager: Dan Say LOCATION MAP U __1IIIIIIII III IIIIIIIII1IIIIII -( / / / / / / / / / / / / / / /// �������� EXISTING PARKING = 1/1/4/,•/// / / / / / / / / / / / / / / /LJ PARKING CALCS AREA TYPE AREA PARKING, PEP. STALLS 8E0 OCCUPIED AREAS 166,530 SF 3/1000 SE 500 (NON- WAREHOUSE) WAREHOUSE AREAS 21,890 16 1.0/2000 SF UNOCCUPIED AREA 40,102 SF 0 MECH /ELEC /CORRS, 41,555 SF TnTALS 270,937 Sr SEE ABOVE 420 TOTAL EXISTING STALLS 655 TOTAL REQUIRED STALLS 500 655 0 500, THEREFORE OK FILE GJ r py tnnd that thee Ila`s het, approvals a. are o errors and ty not rube, I � r F, ETV , Date pi_ Iq- 0 `t;__ E I�: Electrical Sporling 720 Olive Way Suite 1100 Seattle, WA 98101 -1853 206/224 -3625 Project Mgr: Jay Larsen NORTH e►1S1 �,oe To NO �� � W � YAK NG pMO pPl. gCOP� � ILA �lILO ' � AppR ge`ytON � oEKoo� wN"t' P� NOTE- J 1LCHAtilLR L ELECTRICAL - .4 a4J7F8s.NCI ' AS 6sIPIN : pPPRO` APR , 5 1999 0) Clb to M flO Group / + H�e Co of Pu S oun d operative FPN: 9A4861 co V c ccf fl- (Y O 1 : S C i N C D) c > .5) co ` it O m Q Q E cd Eli 0 -.-. W - 6 Cli O : m g N 1- II- proje + no. 369902 date 3 -15 -99 revisions sheet title Cover Sheet D s sheet AC risN n ua .,� / /. % /.n/� � 1 �= snl °ails �I 1 MR III � ��%" �1 III II -ter II� _ I I �-,. -� - ter = � t` _n.7.1.1 II �� ' - Iltl rill Eft 414 r 0 % �� ® LIB �I n � -al PI /UI F�__Jf11 � � L� Q/�///////.G�//%i //.i/ / /✓�/ //.Kai//" / / / %% I��h®�II h O TYPE 5N CONSTRUCTI ❑N , TYPE 2 C❑NSTRUCTION TWO STORY / ONE STORY LEGEND NOTE: NO WORK THIS LEVEL = I RST FLOOR FLAN A2 -1•DWG 0.0 ONE HOUR CORRIDOR (SHOWN HATCHED) SCALE: 1 "= 20' -0" Dqcv e Group Health Cooperative of Puget Sound FPN: 9A4861 m r U N O >(3) O o co E . 5) - d) • > c� cts o • aro o w C O • C CV project no. 369902 date 03115/99 revisions PERMIT ':ci!iE sheet title First Floor Plan sheet A2.1 — -. Y -- T - - - - - A E _ _ _ AREA E - - - - WI ) 4 j _ \ � i i ii fe r c-, �� - FiE ' � 1 1 1 ARE I I,/ �, . �- CAFTERIA i ---j IN vl i ] n i ii 11 ' __ AV "i * M • 0 111 r - • i?-?,00uoo - s ,: it • iii` OPE TO BE OW ... IR i OFFI E SPAC in �� ' I / /.illi,Iiii;' .. L ___ A wItor ' 01 ❑ TICE SF ACE AREA ` i -; I R q A i' 6 6 8 n C F SEC FLOOR PLAN A2 - 1 DWG OF WORK EA A LEGEND ONE HOUR CORRIDOR (SHOWN HATCHED) Group Health Cooperative of Puget Sound FPN: 9A4861 m-c 0 (13 N A d1 It a- c� o! L N C E o L a W ® c project no. 364902 date (.3/15/99 revisions PERM' 0) a) 1 'o c ' i ') sheet title 6)(_ 004g w ::nd 0) N1 P4no \I \ l— sheet Eve 15 1 cr SCALE: 1 "= 20' -0„ A2.2 0 Legend n kj t=== =A OFFICE ( B235 ( 8231 0 0 MECH �! c � 8200M8 EXISTING TO BE REMOVED EXISTING TO REMAIN General Demolition Notes 8201 A ) I. SEE MECHANICAL AND ELECTRICAL FOR ADDITIONAL DEMOLITION WORD ECH TEMPORARY WIRING, COORDINATE IN/ TELECOM 4 ELEC. IC, TO MAINTAIN CONTINU SERVICE. B225 2. CONTRACTOR TO vERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORC AND TO NOTIFY THE MINERS REPR'cSENTATIvE AS TO 4, DESCREPANCIES. 3. REMOvE ALL ELECTRICAL OUTLETS, TELEPHONE JACKS, SWITCHES, THERMOSTATS, SPEAKERS, ALAR'IS, ETC. THAT ARE LOCATED IN THE INTERIOR WALLS TO BE REMOVED OR WALLS WHERE A CONFLICT WITH NEW WORK EXISTS. IF UTILITIES ARE NOT TO BE EMENDED, CAP IN A SAM MANNER IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. 4. WHERE REMOVAL OF EXISTING CONDITIONS HAS OCCURRED, PATCH AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES AND FINISHES. S. DISPOSAL OF DEMOLITION MATERIAL (NOT TO BE SALVAGED) 15 THE RESPONSIBILITY OF THE CONTRACTOR BURNING ON THE PROJECT SITE 15 NOT ALLOWED. 0 EMI TYPICAL o FLOOR ( B223 Demolition Fla • Notes A REMOVE EXISTING- DOOR, FRAME HARDWARE. AND .LITE, A REMOVE EXISTING WALL, C:OORDNATE EXTENT OF REMOVAL WITH NEW WORK PLANS. REMOVE EXISTING FLOOR FINISH. PREPARE SUBSTRATE TO f.CEIVE NEW FINISH PER NEW WORK 'FINISH SCHEDULE'. COORDINATE THE EXTENT OF REMOVAL WITH NEW WORK PLANS. SALVAGE CARPET TILE FOR OWNER REUSE. A. REMO`F EXISTING PLUMB'. FIXTURE AND MECH. DUCT. IF UTILITIES ARE NOT TO BE EXTENDED, CAP IN SAFE MANNER IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. A NOT USED REMOVE EXISTING CEILING AND LIGHTING FIXTURES. (TYPICAL ® CEILING) L REMOVE EXISTING FOLDING WALL RND SAVE FOR OWNERS RE -USE. Q EXISTING DUCT WOW. OR PLUMBING TO REMAIN. ROC- 2F,DWG 0 0 0 ( B201 ) DEMOLITION FLOOR PLAN CEEB 0 MECH B200M4) it 0 (200C35 Ir n vv 0 0 SCALE: 1/8 "= 1` -0" (. B221 ) e U TYPICAL o CEILING (200(38) Feg 0 CEEB OFFICE 8219 B200M3 IR'il lizPLI MECH 1 � OFFICE ( 13218 ) 1 5L e U TYPICAL ® FLOOR A200M1 TYPICA L o CEILING TYPICAL ® FLOOR A205 ) OFF) E 0 r IT it ( FFICE JL ,r (A200M2 OFFICE ( B216 ) OFFICE 8214 OFFICE B213 OFFICE B212 OFFICE 8211 OFFICE 8210 OFFICE ) A209 _ — J x III \ MECH 0 — O v c co W 0 .Doloi-cc2 uupp Cooperative of Puget Sound FPN: 9A4861 O cd O N LL. as ®I L N c c > td ttf o i ci ® C M cal T \ 6 REC ISTERED ` ARCHIT. 5 ATE OF 'ASI project no. 369902 date 03/17199 revisions sheet title Demolition Plan sheet C A2.3 O CONFRENCE ( B205 CONFRENCE ( 8204 CONFRENCE ( 8203 CONFRENCE ( B202 JANITOR 8248 TOILET -W ( B246 OFFICE 8207 © OFFICE COX c� 8209 (62,0 cOk ( 8208 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ( 8220 OFFICE OFFICE OFFICE ( B215 ( B218 OFFICE OFFICE OFFICE r _ © OFFICE OFFICE • OFFICE eh OFFICE OFFICE �tl7■ , © I OFFICE OFFICE ke) rrppyy.. LED OFFICE OFFICE OFFICE OFFICE CONFRENCE B236 CONFRENCE ( 8237 I CONFRENCE ( B238 CONFRENCE 8201 RELOCATE ATM CONFRENCE ( 8206 ) J U 0 I. DEMOUNTABLE WALL BY SMED INTERNATIONAL, MFR. TO PROVIDE DOOR AND RECITES IN DEMOUNTABLE WALL. 2. DEMOUNTABLE WALL MFR. TO COMPLY WITH ALL APPLICABLE CODES FOR THE LOCAL ..IDICTION. 3. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL DOOR HARDWARE. 6. FOR DOOR TYPES AND FRAMES SEE 10/A6.1 4. DUCTS PENETRATING THROUGH FLOORS FROM BELOW SHALL BE FIRE STOPPED AT THE FLOOR PER U.B.G. q"f SEC. 7 115 LEGEND /iiiiiiii /ii. NEW WALL EXISTING WALL NEW DEMOUNTABLE WALL. U 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 WALL-5 CREATE SMOOTH TRANSITION AND MATCH FINISH PER OWNER. NOTES WALL TYPES • (1) LAYER 5/6" TYPE "X" 6WB EA. SIDE OVER 3 I/2" MTL. STUD FRAMING 0 16" OL. W/ BAIT ACOUSTICAL INSULATION EXTEND WALL 6' ABOVE T-BAR WALL - SECURE TOP 6 BOTTOM TRACK TOP SECURE WALL WITH METAL STUD BRACING. TO STRUCTURE 0 4' -0" O.G. DEMOUNTABLE WALL BY SMED INTERNATIONAL, MFR. TO PROVIDE SHOP DRAWINGS AND DETAILS FOR REVIEW. FOR TYPICAL DETAIL SEE 4 / A9.1 O I HR CORRIDOR WALL AND LID SEE DETAIL 5/A9.I I HR CORRIDOR WALL W/ FURRED WALL AND LID SEE DETAIL 1/A9.1 NON - RATED FRAMED WALL. SEE WALL Trt I FOR FRAMING CONFIGURATION. © 5 I/O " MTL. STUD PLUMBING WALL. SEE I0 LL TYPE I FOR FRAMING CONFIGURATION. O 7 EXISTING WALL TO REMAIN ROC- 2F.DWS FLOOR PLAN OPEN OFFICE B221 SCALE: I/8 "= I' -O" 0 CONFRENCE 6242 CONFRENCE 'ENCE - rB240 m 0 N ® >. o) ® II L W c c > ci o } W L c O f T 7 sheet title ORE NCE Floor NF F- Plan \, W cn H Dotc\-US cc sheet eCO �e bv12 ofPugetSoun FPN: 9A4861 project no . 369902 date 3/15/99 revisions r- c =_IVen cl�v oc n1:�t�lu aERMR �FN I GF A2.4 0 C DN. IMNIZ i ti 0 IRO _qr. 110 MA =.I IKON ILMIE rn MAILER VICIMMUMI NOM Eld fiCPM .11a =ALM IONA G anti „IgaLlo, Irta NIE f . abal 1imon• swum= eim ,.RN SE ME IN a k l Jif`is di NN h l dale ON • taile sICAIL Allot AMU En ISICALOISI aiimI•u1 ENI ism Mr �r IN air N mai 17.- Ien 5 RIM NIN ma ER amirm§ A a me no ,=6,1 'I I�J` il�l MEMO 4 m Imo- ITC ar-1 mom 1 a NIA NEI Ci SEM MEICI MI5 • 515 ♦0 MALMO M ABM ES 1'i:11!1krCa l Imo- Isom nem I' AL= knemormw WAILER RCM MS Oil =BALE J`= r mf� !lli �\ ?ai • WPM li� — laratilbrera AWN .. 1 - *4 ti. IN . Am ith illk om milt Q MINIM 11 ISEPIIMMBRI ISIC I ♦ `�S NIN gig ISM NMI iffiti MIN , \ iC1mmZlt IMCIALEIR Pr I NIA am Bela SICALMEI ]= = • hil dllion ImEnso am MEI IF NMI UIWM neimmzel OMAN IZEOPM I � isle Ma r i � = I 1;3i ` Z !. us 4, = MC A now O. MI A N 1 A 13� NNE Pw Q 0 O 0 0 0 FURNITURE FAN ROC- 2F:DWG NOTE 1. FURNITURE VENDOR TO COORDINATE LAYOUT WITH OWNER. z. Al-/- ISMS awP Kkhwis KIN. «° t.Tt : � • O SCALE: 1/8 "= 1' -O" 0 0 1J gq C) cc W 0 Flan e,, Health Cooperative of Puget Sound FPN: 9A4861 cn -c O 5 N cr ° a' o 1 • E CL c > as c o o Q - E cd O ▪ � O • 0 � N REGISTERED . 71 CT �HN h OF A:HINGTON project no. date 03/15/99 revisions CO sheet PERM: sheet title Furniture A2.5 °MINIMA MI III 1111111 ;I�l� � � � III MIN 1 1 1 1 � 11 1 ���1 1 ■ 11 1 11 ■ 1 111111111111111111111•111111 1 1 - I �1r UUIIII li � , . � III_yll ' � � _ � 111111111111. I � irialE1111111 �' I ill immillat NMI Imm111111111111111111111 111111111111 111111111111111111111011111111111111111111111 te „, III � � � SI l' 1111111111111 1111111111111111111 0 0 0 0 111111•11 I � 1121111111111 u 1111111111111 Ilimm11 1•11u111i i in i ui iiui1111111 u®ii1uiIitiLi11i1 11111 1N 111111 MIME 1 1_1 i _- 1111111 ' MEM MI■11M1I11■1 •11111 - ��111•1 � i.11111111I 11111110111111111111M1111111111 EXJ GE 11 m ommommimm imimemmo ROC- 2F.DW0 0 LESEND T -BAR CLNG. SEE DETAIL 5 1,2 6 S/ AP.1 G.W.B. SOFFIT an EXIT SI6NA6E (INSTALL PER CODE) NOTE: EXI V6 I. FOR LIGHTING FIXTURES AND LAYOUT SEE ELECTRICAL PLANS. 2. FCR DIFFUSERS AND SUPPLY DUCTS SEE MECHANICAL PERMIT SUBMITTAL S. FOR TYPICAL CEILING DETAILS SEE I,2,3 / AP.I REFLECTED CE L1NS FLA 0 0 CEILING SCALE: !/S -O' 0 0 0 D°P 003 2 Health Cooperative of Puget Sound FPN: 9A4861 m O c W N • �� O I_ a) � � ® � W ° moo l— sheet project no. 369902 date 03/15/99 revisions sheet title Reflected Ceiling Plan PEHMR A2.6 CORRIDOR EXISTNG ROOF 4 STRUCTLRE EXISTING DRAFT-STOP SOFFIT FRAMING z 0 O SKYLIGHT SECTION ESEG-I SCALE: 5/8". r-o. PRE-MANUFACTURED SKYLIGHT PRE-MANUFACTURED SKYLIGHT 6' X 10 NPIGAL 0 SKYLIGHT SECTION ESEG-1 SCALE: 3/8". Dol r!) CO G alth - 4; Cooperative of R.getSound FPN: 9A4861 project no. 369902 date 3-15-99 revisions sheet title Building Section sheet A4.1 DOOR SCHEDULE NO DOOR / RECITE SCHEDULE EXISTING EXISTING EXISTING CONFERENCE CONFERENCE CONFERENCE CONFERENCE CONFERENCE EXISTING CONFERENCE OFFICE OFFICE OFFICE OFFICE OF OFFICE OFFICE OFFICE OFFICE SMED OFFICE 0. stzE SMED SMED SMED SMED SMED SMED OFFICE SMED OFFICE SMED OFFICE SMED OFFICE SMED OFFICE SMED OFFICE SMED OFFICE SMED SMED OFFICE SMED SMED EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 4s EXISTING OPEN OFFICE 0221 B'O'X T-0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING so OFFICE OFFICE 8235 CONFERENCE 8236 CONFERENCE 0237 CONFERENCE 0238 CONFERENCE 8239 OPEN OFFICE 8221 CONFERENCE 8240 CONFERENCE 8241 CONFERENCE 0240 CONFERENCE 0241 CONFERENCE 8242 OPEN OFFICE 8221 OPEN OFFICE 8221 TOILET -MENS 8243 TOILET -'HENS 8243 REST 13244 TOILET - WOMENS B244 REST B29T TOILET - WOMENS 8246 JANITOR 8245 GLAZING OPEN OFFICE 6221 B WIRE JANITOR 51248 CONFERENCE 8242 OPEN OFFICE 0221 B WIRE CLOSET OPEN OFFICE 0221 B WIRE WD WD WD WD PL PL PL PL HM PT HM PT HM PT HM PT HM PT HM PT PT X NeSH 8 /A6.1 8/A6.1 8/A6.1 8/A6.1 8/A6.1 8/A6.1 8/A6.1 8/A6.1 9/A6.1 9/A6.1 RATING 20 PAIN 20 MIN 20 MIN 3/4 HOUR 3/4 HOUR 9/A6.1 9/A6.1 9/A6.1 9/A6.1 I r 3/4 HOUR EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN PUSHFULL EXISTING TO REMAIN PUSH/PULL EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 5/8' 6W3 EA. SIDE 5 5/, MTL. STUDS, TYR. U.N.O. VERIFY WIDTH ® EXISTING PARTITION H.M. FRAME FRAME ANCHOR DOOR, REFER TO SCHEDULE ;N C, DOOR HEAD / JAMB SIM. DTL- 05.DWG SCALE 1 1/2'= 1' -0' DOOR SCHEDULE LEGEND HM HOLLOW METAL PL PLASTIC LAMINATE PT PAINT WD WOOD SMED DOOR PROVIDED BY VENDOR. HARDWARE PROVIDED BY CONTRACTOR INSTALLED BY OWNER. FINISH NOTES I. ALL FINISHES TO MEET THE MINIMUM REQUIREMENTS OF THE UNIFORM 3UILDING CODE. 2. ALL FLOORING AND BASE 10 BE PROVIDED AND INSTALLED BY OWNER, EXCEPT CERAMIC TILE FLOORING TO BE PROVIDED AND INSTALLED BY CONTRACTOR S. ALL SURFA.CK TO BE PATCHED AND PAINTED, SHALL BE PAINTED TO COMPLETE TO THE NEAREST EDGE OF SURFACE. n fRELITE HEAD / JAMB SIM. 'I DTL- 06,DWG SCALE: 1 1/2'= 1' -0' HM FRAME 20 MIN. RATED (MATCH EXISTING) HM FRAME 20 MIN. RATED (MATCH EXISTING) HM FRAME 20 MIN. RATED (MATCH EXISTING) FRAME TYPES DOOR RECITE DOOR 20 MIN. RATED 3/4 HR. RATED W/ WIRE GLAZING NON —RATED (MATCH EXISTING) (MATCH EXISTING) C9 14D t t DOOR & WINDOW TYPES TYPICAL DETAIL LOCATIONS DOOR 4 WINDOW ELEV. DR -TYPES HM FME ZO MIN RATED (MATCH EXISTING) DOOR W WIRE GLAZING . M:N. RATED (MATCH EXISTING) O HM FRAME NON— RATED (MATCH EXISTING) 10 -0" S REL•TE 3/4 1R. RATED W/ 'MB, GLAZING (MATCH EXISTING) rAa co) - NOTES: 1. ALL DOORS OPENING TO CORRIDORS SHALL HAVE CLOSERS AND SMOKE GASKETS. 2. ALL HARDWARE SHALL BE LEVER HARDWARE & RATED FOR 20 MIN. DOOR ASSEMBLY ALL HARDWARE SHALL CONFORM TO THE 57' UBC CHAPTER 11 AND THE WASHINGTON STA.'S AMENDMENTS. 3. ALL GLAZING TO BE TEMPERED PER CODE UBC SECTION 2406. r co VJ P 9 N / ' CC W SCALE: 3/4 "= 1' -0 * Group Heallth Cooperative of Puget Sound FPN: 9A4861 project no. 369902 date 3 -15 -99 revisions PERM: sheet title Schedules Details Door Types sheet A6.1 TILE BASE TYP ® IORTH ELEVATION a e 4 O BATHROOM ELEVATION BATHELE SCALE, I /4"= I' -O" O N ELEVATION „BO ° MIN O BATHROOM ELEVATION BATHELE SCALE: 1/4 "= I -0" PROVIDE HOLD -OPEN o WALL RECESS O HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= I' -O" EGEFTION FLAN MATCH ADJACENT MATCH ADJACENT FINISH AT NO4 WALL FINISH AT NEW WALL MIRROR SCALE: I/4 "= I' - O" MATCH ADJACENT FINISH AT NEW WALL MIN A-WALL MOUNTED FIX MATCH ADJACENT FINISH AT NEW WALL ��TILE BASE VP. O EAST ELEVATION e+. �.r+ TILE BASE TYR O . EAST ELEVATION HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= O 501 ELEVATION r-6 MIN O SOUTH ELEVATION O BATHROOM PLAN ® WEST ELEVATION NOTE: I. PROVIDE MIN. (I) LAV A5 ACCESSIBLE 2. PROVIDE PROTECTION FROM HOT WATER AND DRAIN PIPE B ACCESSIBLE LAV PER CODE O SET ELEVATION SCALE: I/4 "= l' 0" 0) V ) M T e0 Group Health Cooperalive of Puget Sound FPN: 9A4861 m s ( co O r O a o 'E . is L a) c a_ td 0 M W o o o l— T N o 0) project no. 369902 date 3 -15 -99 revisions sheet title Interior Elevations Enlarged Floor Plans sheet A6.2 Tukwila, Washington I < I: > TILE BASE TYP ® IORTH ELEVATION a e 4 O BATHROOM ELEVATION BATHELE SCALE, I /4"= I' -O" O N ELEVATION „BO ° MIN O BATHROOM ELEVATION BATHELE SCALE: 1/4 "= I -0" PROVIDE HOLD -OPEN o WALL RECESS O HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= I' -O" EGEFTION FLAN MATCH ADJACENT MATCH ADJACENT FINISH AT NO4 WALL FINISH AT NEW WALL MIRROR SCALE: I/4 "= I' - O" MATCH ADJACENT FINISH AT NEW WALL MIN A-WALL MOUNTED FIX MATCH ADJACENT FINISH AT NEW WALL ��TILE BASE VP. O EAST ELEVATION e+. �.r+ TILE BASE TYR O . EAST ELEVATION HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= O 501 ELEVATION r-6 MIN O SOUTH ELEVATION O BATHROOM PLAN ® WEST ELEVATION NOTE: I. PROVIDE MIN. (I) LAV A5 ACCESSIBLE 2. PROVIDE PROTECTION FROM HOT WATER AND DRAIN PIPE B ACCESSIBLE LAV PER CODE O SET ELEVATION SCALE: I/4 "= l' 0" 0) V ) M T e0 Group Health Cooperalive of Puget Sound FPN: 9A4861 m s ( co O r O a o 'E . is L a) c a_ td 0 M W o o o l— T N o 0) project no. 369902 date 3 -15 -99 revisions sheet title Interior Elevations Enlarged Floor Plans sheet A6.2 Tukwila, Washington I /� —REMOVE LAv f C-0UNTER- I 0001 L I�I � L_ jt _ D A e) NEW PA,NT I NY.A; BARS MODIFY P -LAM ALL TOILET PARTITION. TO MATCH �� • ��� T e .54 il COUNTER AS SHOWN EXPOSED SURFACES EXIST.- \ \ / 1-,,,,,,,,,,,N - O \ V \ \) X 36��� " ArF i i i 6 60" MIN D/ A V/ NEW TOILFf PARTITION. )B PAINT l'O :'ATGH EXIST. MODIFY LOUkTR AS SHOWN -- ALL PURR AS SURFACES ss t \ REMOVE LAV 6 COUNTE TILE BASE TYP ® IORTH ELEVATION a e 4 O BATHROOM ELEVATION BATHELE SCALE, I /4"= I' -O" O N ELEVATION „BO ° MIN O BATHROOM ELEVATION BATHELE SCALE: 1/4 "= I -0" PROVIDE HOLD -OPEN o WALL RECESS O HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= I' -O" EGEFTION FLAN MATCH ADJACENT MATCH ADJACENT FINISH AT NO4 WALL FINISH AT NEW WALL MIRROR SCALE: I/4 "= I' - O" MATCH ADJACENT FINISH AT NEW WALL MIN A-WALL MOUNTED FIX MATCH ADJACENT FINISH AT NEW WALL ��TILE BASE VP. O EAST ELEVATION e+. �.r+ TILE BASE TYR O . EAST ELEVATION HALL DOOR ELEVATION HALLELEV SCALE: I/4 "= O 501 ELEVATION r-6 MIN O SOUTH ELEVATION O BATHROOM PLAN ® WEST ELEVATION NOTE: I. PROVIDE MIN. (I) LAV A5 ACCESSIBLE 2. PROVIDE PROTECTION FROM HOT WATER AND DRAIN PIPE B ACCESSIBLE LAV PER CODE O SET ELEVATION SCALE: I/4 "= l' 0" 0) V ) M T e0 Group Health Cooperalive of Puget Sound FPN: 9A4861 m s ( co O r O a o 'E . is L a) c a_ td 0 M W o o o l— T N o 0) project no. 369902 date 3 -15 -99 revisions sheet title Interior Elevations Enlarged Floor Plans sheet A6.2 Tukwila, Washington P P ED 01 1 0 11111111111111 • AR-EA ? ? a NMI NORTH 1 EA • m ARE 6 0 • 0 V H F iF F ROOF PLAN A8 -1.DWG 1 UizB DETAIL l �J OURB NOTES 1. AT NEW INSTALLATION PATCH & PROVIDE ROOFING TO MATCH EXISTING. SCALE: 1"= 16' -0" FRAMED P.T. 4x10 CURB BASE FLASHING SKIRT FLASHING NEN FASTENER INTO DECK 0 6 oa. EXIST. ROOFING EXIST. ROOF FRAMING BACKING SCALE: I I /2' - I' -O" Dqq OM'S Group Health Cooperative of Puget Sound FPN: 9A4861 m U c 0 N • 0- ® q I W c: al • 2 Vi o w T c O c • s project no. 369902 date 03/15/99 revisions sheet title Roof Plan sheet A8.1 0°5:0 -01 VERTICAL 12 GA HANGER SPACED 4' -0" O.G. ALONG MAN RUR ER TO STRUCTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUMER NITHIN 2" OF CROSS RIfMER SPLAYED 50 DEG. FROM EA OTHER, N TE. 45 DEG. FROM C. PLANE. HORIZONTAL RETRAINT POINTS 5HAi1 BE P.C. I2-0" O.G. IN 20TH DIRECTIONS, AU 1. FIRST POINT WITHIN 4' -0" FROM E4 MALL. SECURE i0 STRUCTURE ABOVE. MAIN RUNNER ALF. GROSS RAN. 6 O DUCT ENCLOSURE DTL691.DWG NOTE: GON - ORhi TO UBG STANDARD 25 -2 R..EREJGE TABLES EXIST. I HOUR RATED CORRIDOR WALL 1 1/2" MTL STUD FRAMING 5/8" GWB ONE SIDE ONLY. FIRE TAPE. MECHANICAL DUCT AT 2ND FLR. VERIFY IN FIELD CONSTRUCT. TO THE DIMENSIONS REO'D. TO ENCLOSE EXIST. MECH. SCALE 1 1/2 "= 1' - 0" SPLAYED BRACING WIRES g 1.�l� N.T.S. 09510 -02 VERTICAL STRUT CAPABLE OF R.ISTIN6 VERTICAL LOADS OR EMT" SLEEVE - DRILL 5/32 HOLE AND INSTALL I/8' BOLT AND LOCKING NUT TO SECURE ONE TUBE TO T. OTHER LAP TUBES 4° MIN. IN FULLY EXT... POSITION NOTE: CONFORM TO ESL STANDARD 25 -2 REFERENCE TABLE N.TS. 09510 - 03 L� ><I2 6A. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE ATTACH SLACK WIRES , � DIRECTLY TO E AT DIAGONAL CORNERS TO TRUCN ABOVE RE ABOVE ATTACH FIXTURE TO 4 CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION 5" MAX. TYP. NYJfr: CONFORM TO UBC STANDARD 25-2 REFERENCE TABLES N.T.S. (2) 12 GA. WIRES ®H' -O" O.G. OR TO RESIST 5 PSF. TRANSVERSE LOAD. ATTACH WITH HAND WRAPPED TIGHT LOOPS. ATTACH TO STRUCT. W/ POWER DRIVEN OR EXPANSION TYPE ANCHORS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!4IIrLH IllIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIG ATTACH TO MAIN RUNNER PARALLEL OR PERPENDICULAR TO PARTITION. ACOUSTICAL BLANKET (2' -O" EA. SIDE OF PARTITION WALL) ON ACOUSTIC CEILING SPACER AND GASKET SMED WALL CLIP CEILING TRIM NON -RATED DEMOUNTAELE WALL DTL491.DWG SCALE I 1/2'= 1' - 0' ONE HOUR RATED CORRIDOR LID W/ MIL. STUDS AND 5/8" GWB TYPE "X" TO MATCH EXISTING FINISH CEILING ® CORRIDOR ACOUSTIC CEILING ® OFFICE SPACES I HOUR RATED CONSTRUCTION: 25 GA. x 5 5 /H" MTL. STUDS 2' -O" C.G. NV 5/8" TYPE "X" GAS EA. SIDE CONT. 20 GA. MTL. RUNNER ANCHORED TO FLOOR IB" O.G. RESILIENT BASE FINISH FLOOR (SEE FINISH SCHEDULE) ON CONCRETE FLOOR SLAB O IHR. RATED CORRIDOR PARTITION DTL591.DWG SCALE: 1 1/ 2'= 1' - 0" Ogg- 008? date 03/15/99 sheet Group Health Cooperative of Puget Sound FPN: 9A4861 prciect no. 369902 revisions PERM, CENTER sheet title Misc. Details A9.1 2. DESIGN LOADING CRITERIA CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). ROOF LIVE LOAD 25 PSF ROOF LIVE LOAD (PUBLIC ACCESSIBLE) 100 PSF FLOOR LIVE LOAD (OFFICES) 50 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF PARTITION LOADING 20 PSF GUARDRAILS/BALCONY RAILS 50 PLF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER WIND 80 MPH, EXPOSURE "B EARTHQUAKE ZONE 3, Rot =4.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS GE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR STALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REWIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. All STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. RENOVATION 10. DEMOLITION: CONTRACTOR SHALL VERIFY AIL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE 8. C. 5. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND NCI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc =2,500 PSI AND MIX SHALL HAVE A MAXIMUM ABSOLUTE WAIER: CEMENT RATIO OF 0.58 FOR NON -AIR ENTRAINED CONCRETE AND 0.46 FOR AIR - ENTRAINED CONCRETE CONCRETE SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO AST( C260, C494, and C618. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE 12. REINFORCING STEEL SHALL CONFORM TO AS114 A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FrNO,000 PSI. EXCEPTIONS ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40, FI=40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT 15 AND SMALLER 40 BAR DIAMETERS OR 2' -0 MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 15 AND SMALLER 40 BAR DIAMETERS OR 2' -0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY 111E STRUCTURAL ENGINEER. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH UBC SECTION 1907.7. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 " FORMED SURFACES EXPOSED TO EARTH CR WEATHER (#6 BARS OR LARGER) 2' (15 BARS OR SMALLER) 1 -1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -1/2' SLABS AND WALLS (INT. FACE)....GREATER OF BAR DIAMETER PLUS 1/8 OR 3/4" STEEL 15. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON 111E LATEST EDITIONS OF THE AI.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION Dc THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: ° THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY 1115 FABRICATOR AS PART IF HIS PREPARATION OF THESE SOP DRAWINGS. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 16. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, FF36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, FI=35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FT=46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 17. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.5.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY WAB.0. CERTIFIED YIELDERS USING E70 XX ELECTRODES. ONLY PREOUALIFIED WELDS (AS DEFINED BY AW.0) SHALL BE USED. WOOD 18. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.LB. STANDARD GRADING RULES FOR WEST COAST LUMBER No. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (20 MEMBERS) HEM -FIR N0. 2 MINIMUM BASE VALUE, Fb = 850 PSI (3X AND 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR N0. 2 414185M BASE VALUE, Fc = 1300 PSI (6X AND LARGER) DOUGLAS FIR N0. 1 MINIMUM BASE VALUE, Fc = 925 PSI STUDS, PLATES & MISC. FRAMING: 2X6 STUDS AND PLATES: DECKING: (206 TO 4X8) HEN-FIR STANDARD GRADE HEM -FIR STUD GRADE HEM -FIR COMMERCIAL DEX MINIMUM BASE VALUE, Fb = 1350 PSI 19. GLUED LAMINATED MEMBERS 51111 BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -114, Fb =2,400 PSI, R.165 PSI. ALL CANTILEVTTED BEANS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Tb =2400 PSI, F =165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEANS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. GLULAM COLUMNS SHALL BE DOUG- LAS FIR COMBINATION N0.5, Fc =2400 PSI, E= 2,000,000 PSI. 20. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE 'RADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LAMINATED VENEER LUMBER 51511 BE MANUFACTURED IN ACCORDANCE WITH NER -126 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. 111E MEMBERS SHALL HAVE 111E FOLLOWING MINIMUM PROPERTIES: Fb =2600 PSI, E =1600 K51, 8=285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.8.0. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 21. PARALLEL STRAND LUMBER (PSL) BOARD SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE CADE," THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED IN ACCURSPNCE WITH NER -292 GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF AS114 D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. Fb =2900 PSI, E =2000 KSI, Fw290 PSI (FOR 2.0E MEMBERS) Fb =3100 PSI, E =2100 KSI, F =290 PSI (FOR 2.1E MEMBERS) DESIGN 5110101 ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR 110.15 SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 22. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0. FLOOR SHEATHING SMALL BE 3/4" (NOMINAL) WITH SPAN RATING 40/20. WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIRTTiI4TS. 23. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL. BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TEE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.0 -96. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE IC130 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO AST( A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SMALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEANS WITH "LUS SERIES JOIST HANGERS. ALL PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT' SERIES JOIST HANGERS. 25. WOOD FASTENERS A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 641 8d 10d 3 12d 3 -1/4" 16d 3 -1/2" LENGTH 2" 2 -1/2 DIAMETER 0.113" 0.131" 0.148" 0.148 0.162 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - PLYWOOD (IPA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 26. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23-I -4) OF THE UBC. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON 4005. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1991 REVISED EDITION.) B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS W 16" 0.C. AT INTERIOR WALLS AND 2x6 ® 24" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' -0° IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR ENONAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d 0 12' O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX 16d NAILS 1D 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAW THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS M 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8 DIAMETER ANCHOR BOLTS (WITH 7 MINIMUM EMBEDMENT) 0 4' -0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT - UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d ® 12 0.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING A110 NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS ® 7" O.C. USE 5d COOLER NAILS OR 1/2' GAB AND 6d COOLER NAILS FOR 5/8" GM. PROVIDE 1/2 (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d 0 6" 0.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d 0 12" 0.C. ALLOW 1/8 SPACING AT ALL PANEL EDGES A110 ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING D 8' 0.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TAO 164 NAILS ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d 0 12 0.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS 0 6 0.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND ® 12" O.C. TO INTERMEDIATE SUPPORTS PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 1641 0 12" O.C.UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. ENEF - -,AL STRUC NO E Group Health y,, 1 Co®peratroe o- • aaTetouna FPN: 9A4861 CO W Ou; N Cj VJ i a- ci o l G L fi) c 0) 0- a) • > cO Cf) co O - Q - 0_ E � ! co 0 i W -� E o - G d N project no. 369902 date 00/00/00 rc.'isions PERMIT CENTSR sheet title General Structural Notes sheet S1.0 OD N) PERMIT SET 3-15-99 - 0 - 11 0 0 Metropolitan Park to R.O.C. Tenant Improvement - Phase B 12400 East Marginal Way South Tukwila, Washington 98124 ■•■•■■■•1 • GROUP,P.S. 1904 1111K1 AVENIE, SUITE 500 206 . 682 . 5000 1E61111,1011N61011 98101 555 006621 .7717 1_9817V6 :NcU _ _ . ,,_. :, 5 GLB 8 4x34.5 E ea 8 404.5 _I i"... 1 1 8 x34.5 3 ,. !A_ iftifiLEF. (0,9LB43/ 4x3 , . - J0 I I _III ., 11 -i'..- !e..1 /- .-...- E GLB 8434.5 (E) GLB 0/404.5 i' E GLB 8434.5 .. E GLB 8434.5 E GIB 33434,5 I mi V 1 1 II (E) GIB 0404.5 - 1 - . c... GLB 8 404.5 E GLB 6434.5 GIB 8 404 5 l i E GIB S 1 El r r 1 g t's 1 GLB 0 04.5 E GLB 8 404.5 - E GLB 8 4x34.5 ..r. E GLB 8434.5 . 'I'M r'PF2: g E GLB B434.5 Ll ,.. ass r, mis E GLB 0 034.5 mis E GL8 8434.5 . mx.,...m. E GLB 8434.5 - 3 P E GLB 8 4045 - E. II tg 50's ® 24bc E GLB 8 E GIB 8 404.5 GLB 0 4x34.5 . g tg E GLB 8434.5 E GLB 8 404.5 2/S3 Si GLB 8434.5 . m ........ GLB 8 04 5 g tg . GLB 8434.5 E GLB 8434.5 my. == - ---_, / 7 L■..__..-.=....._____.. 61111 2 S 1110 i 1111 II II AI lb ej/, r■ LL E GLB 0 4345 GLB B 434.5 E GLB 6434.5 lj II --.= J _._=. L.--iii r. , El Iv Sri . Z1 - , in 7 • III In (E) GLB 0/034.5 GLB 8434.5 ROE " E GLB 8434.5 E . 111 ... _ AI A 1 - ' 5. ,.... L ii I 1 1- 11 OD N) PERMIT SET 3-15-99 - 0 - 11 0 0 Metropolitan Park to R.O.C. Tenant Improvement - Phase B 12400 East Marginal Way South Tukwila, Washington 98124 ■•■•■■■•1 • GROUP,P.S. 1904 1111K1 AVENIE, SUITE 500 206 . 682 . 5000 1E61111,1011N61011 98101 555 006621 .7717 1_9817V6 :NcU PERMIT SET 3 -15 -99 O w 0) 0 0 0 Metropolitan Park to R.O.C. Tenant Improvement - Phase B 12400 East Marginal Way South Tukwila, Washington 98124 CORN[RSION[ ARCHIi[CIURUL GROUP,P.S. 1904 IHIRO dVENUE, SUITE 500 206 .682 .5000 SEAIf1E,WASBIKIOI 98101 f6X 206 .621.7111 I l4 II a_ _ � I 1 J : 11 (E) GLB E) GLB 5 (E) GLB 91/801 1 1 (E) GLB 5 E GLB�ez27 (E) GLB 5 (E) GLB 5 CE G LB 5 8x31 (E) GLB/4x25.5 E GLB 6 E GLB 5 1 8x28.5 1 (E) GIB S (E) GLB S e (E) GLB = I 1 (E) GLB E GLB ■ 1 (E) GLB (E) GLB S (E) GLB (E) GLB 51/8x27 1 E GIB 5 II 1+ (E) GLB 4x12 1 (E) GLB 5 „// 4x12 (E GLB 5 I I [) , (E) GLB (E) GLB 5 (E) GLB 5 II ❑ i (E) GLB 5-1o _ (E) GIB 5j/8x24 (E) GIB 51/8x27 (E) 2x4 ® 24 "oc. (TYPICAL) 7 1 1 (E) GLB 51/8x21 C 1 -1 (E) GLB B I I - (E) GIB 5 + 5 ,-F— (E) GLB 5 4x12 I , , _ -Y- c m 1 E GLB 0 7 402 (E GLB 5 - 51(80 I 1 o o= nT —� o 0 0 0 , GL 5 1_ -�- I+ ❑ I I (E) GLB 51/8x22.5 - _ L _(E) 0 J -----_ 1 PERMIT SET 3 -15 -99 O w 0) 0 0 0 Metropolitan Park to R.O.C. Tenant Improvement - Phase B 12400 East Marginal Way South Tukwila, Washington 98124 CORN[RSION[ ARCHIi[CIURUL GROUP,P.S. 1904 IHIRO dVENUE, SUITE 500 206 .682 .5000 SEAIf1E,WASBIKIOI 98101 f6X 206 .621.7111 —NEW CONC. TOPPING TO MATCH EXISTG. REINF w / HEXAGONAL MESH CN1R'D. 3/4 PLYWOOD SHEATHING 7 10d 0 6bc. / 0 SUPPORTED EDGES & 10 "oc. INTERMEDIATE SUPORTS 2x6 ® Inc. ON U28 HANGERS ExISYG MECH. SHAFT EXISTG TJ50 JOISTS EXISTG HDR BEAM CONTRACTOR TO VERIFY SIZE & NOTIFY STRUCTURAL ENGINEER 2x12 LEDGER 7 (2) 5 /e "0 x 5" LAG SCREWS ® Woe. EXISTG GL8 PER PLAN • 7 PREMANUFACTURERED SKYLIGHT PER ARCH'L CURB PER SKYLIGHT MANUFACTURER NAIL EXISTG SHEATHING TO NEW 47 8d 0 roe.. NEW 4x BEAM PER PLAN EXISTG 2x's PER PLAN EXISTG BEAM PER PLAN EXISTG 4x BEYOND NEW CONC. TOPPING TO MATCH EXISTG. REINF "/ HEXAGONAL MESH CNTR'D. 3/4" PLYWOOD SHEATHING W / 10d ® 6 "oc. ® SUPPORTED EDGES & 10 "oc. INTERMEDIATE SUPORTS 2x8 ® 16 ON U28 HANGERS EXISTG TJ50 JOISTS — EXISTG HDR BEAM CONTRACTOR TO VERIFY SIZE & NOTIFY STRUCTURAL ENGINEER NEW 24 BEYOND 2x8 LEDGER W / (2) 16d ® roc. 2 5 8 PREMANUFACTURERED SKYLIGHT PER ARCH'L CURB PER SKYLIGHT MANUFACTURER NAIL EXISTG SHEATHING TO NEW 4x W/ 8d ® 6 "oc. 11 I1_1A EXlsrc 2is PER PLAN EXISTG 4x BEAM PER PLAN FIELD CUT EXISTG 2x & RE— SUPPORT W ' U24 JOIST HANGER NEW 4x BEAM PER PLAN r i • i NEW CONC. TOPPING TO MATCH / EXISTG. REINF W/ HEXAGONAL M ONAL MESH CNTR'D. 3/4" PLYWOOD SHEATHING W / 10d ® roc. ® SUPPORTED EDGES & 10 "oc. INTERMEDIATE SUPORTS 2x8 0 16°oc. ON U28 HANGERS EXISTG TJ50 JOISTS —/ EXISTG HDR BEAM EA. SIDE CONTRACTOR TO VERIFY SIZE & NOTIFY STRUCTURAL ENGINEER 2x8 LEDGER W/ (2) 5 /8 ° 0 x 5 LAG SCREWS ®16 ° oc. PROVIDE 2x LEDGER AAT E SPACE DOES NOT PERMIT APPLICATION OF NEW HANGER NEW 4x PER PLAN NEW 4x BEYOND 0c\c poa 3 6 p9 uy V 5 x 9 16 Ii Group Health Cooperative of 4n ?[ �cu.i FPN- 9A4861 EXPIRES 8/25/ • 0 0 N_ p W o0 cr o- o (i) E G) - c V of cd 0 a E (TS 0 UJ F+ c Q r dote 00 /00 /00 revisions sheet title Interior Framing Details sheet project no. 369902 S3.1 cm PEP,