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Permit D99-0003 - Valco Corporation - Maintenance Room
City of Tukwila Community Development I 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. Parcel No: 262304 -9093 Address: 480 ANDOVER.PK E Suite No: Location: Category : Type: Zoning: Const Type: Gas /Elec. Units: Water: Wetlands: AMFG DEVPERM TUC Signature: DEVELOPMENT PERMIT Permit Center Authorized Signature: Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 Contractor License ; BARCLD,C•025P7 OCCUPANT VALCO„ . CORPORATION ` 480 ;,ANDOVER; PK E, TUKWIL"A WA 98188 OWNER VA .GRAPHICS INC Phone: (206)575 -3500 ,;48O ANDOVER PARK E, SEATTLE WA 98188 CONTACT '4AN BYLSMA'' Phone: -.206- 433 -8997 12720 GATEWAY OR,, SEATTLE WA 98168 CONTRACTOR <rBARCLAY DEAN CONST SRVCS .INC 4623,:7 AV S, SEATTLE WA 98108 * * *•k * * ** * *ion!i * *k **** *k *,* *kkk * *'if *4 * * *' *: kk ******kkkkkkk ****k *fir* kkk *kkk******k*******A* *I Permit Des'cri pt•i - on : DEMOLISH EXISTING NON - BEARING: WALLS AND CUT. OPENINGS IN EXISTING NON- BEARING = WALLS, CONSTRUCT NEW WALLS AND CETLING'FOR "MAINTENANCE ROOM AND SUPPORTS FOR" WALLS OPENINGS *•kk * *k•k * * *k ** * *** ***k ** * *k ** *: Eck i*** k*** * * ** **, * * * il : *k** * *k* * * *•k ***k* Construction Valuation: $ 1 ` 14,000.00. PUBLIC. WOFKS'PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr Curb Cut %Access /S::idewalk /CSS: N ,;4F i re Loop Hydrant: N No Size (i n) .00 `:lood , 'Con trol Zone: N Hauling: N Start'Time: End Time Land Altering: N Cut :. Fill. Landscape Irrigat ion: N Moving Oversized Load`. N Start Time End..T SanitarySide`Sewer: N' No Sewer Main Extension: N Private: N Public: Stor'nirD N; Street Use: N Water Main Extension N Private : N Public: N * * * * * *k * * * * ** kkk************* k******** *** * * ***k•k*•k'A ***** * *k* *k *k *kkk *k * **kk * * * * * **k TOTAL DEVELOPMENT PERMIT FEES: g.. 395.96 ** kk******* k********************** k******* nh************* ** * * * * * * * * *•k * * * *k * * *•k * * *k ** Permit No: Status: Issued: Expires: Streams: 'Phone '; :206- 682 -3223 "IL _6 (206) 431 -3670 D99 -0003 ISSUED 03/08/1999 09/04/1999 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development periit. Date: 3/ffin Print Name: J 4fVe �J m 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. f E PAR . of) `Aplarova: INEFFECT INEFFECT' `DEVELOPME When special i`i spection .is red Whin specia'1 Inspect ion fS 4 i tiler the OWner, architect:. tect . ar etti4ner hal 1- ..,rnottff y the Tut w.iY Bu i 1 d i ng Division of appointme of the inspection agencies prior the Ef i.rst bui a ld`ing iri�pec for ; Cop'ie ;:cif' a special inspect ion reports shall `�.. bes�ubin "ed' to the :•Building Division in a timely manner. Reports shall contain address project name, permit number' and type of inspection being performed. • 900.. ] The special inspector shall su The special inspector shall submit a final signed. report: stating whether the work requiring special inspection. was, to the `best of - the inspector's knowledge, in conformance with approved plans and specifications. and the applicable workmanship provisions of the UBC, 900.. Y c11", q6%. wi l'i et'm &de 1' cliait0- , =will t�e/mecjeto.'+,the' p., tis- r uri`1 es : app roved »bey ti r,ti h1 Eng ing :0iv ton s ;, All permits, pe ti tion r z o d el y.i � , ' / „.12. ( fir 3. w All }p n n is, ,' inspection recor fan a pro r d,, pl ans sha,i aiv 0 ble at':ther job; :site pr,,ior. to thf t,akt, of any . cpiss -. s trust on ` Th se d ocuments (ar }e to n.t'a r nedranil ava 1 - able upt,i f'Ns 1 in�pWeetion approval i .( antei1 INEFFECT All construction to he done in INEFFECT . .DEVELi:I ,Pfi. Project Name/Tenant: Va L c.o & � 14 i c., 4 7 Existing use: ❑ Retail CI Church ❑ School /College /University V e of Construction: it 1 4 Site Address: City State/74p: i i a. Jgq , 4e0 A vt �,7U 2 r { t,-k g, 1t k v V Tax Parcel Number 2. (o c I -- 9 0 ` /3-08 Property Owner: , GZ IM e Phone: 2.,0(v 5 75 --3 5 Street Address: t t City State /Zip: Fax #: zoo -- 5 575 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: I , I d V 1, I -e ? 4 mac; I-, t -t.Q..c -•fit' Phone: 206,— Li Fax #: - 2 - 0 & - - 2 - 1 4 (o - a I Street Address: City State /Zip: Wa�, r I C.��[; I 2- -'7'Z6 C a.y �J p-, 5 cart -- Z Engine r / hl �: "�42.r C.t, 04,411-11,, >� i ► ,1 Phone: 142.5-450— '-W 75 t Street Address: 1 J City State /Zip: 12- To 3 t $ Kl - f c) 15,z i i xv IA t 2. ei 006 Fax #: q z5' �- L i 50 - 40 7 !0 I .) Cont pct Person: Phone: ►,- 6 ii3 - 89q 7 Alc.. / sv& G/ j t, td K .a ( 7 I .� A Y- .eLtt, Street Address: / C ity State/Zip: Fax #: 2-Ce -2- 6 —83 Description of work to be done: pet,,,, p t Z x . . j 14 v 1- bcal. V, w Gf t 15 et, C kJ-, c .12 'i'9 5 t IC l St' ti ,lath btu v,q rcJ4115 cowly+tvAC,t Vte+.t wa.11e- L c i t on, ov wiatt -t - eve& a vDot.1 k 5 ,AppoV"11'S PoN- "x41114 w n•e w op,124„ tvt9 S Existing use: ❑ Retail CI Church ❑ School /College /University Restaurant CI M ulti- family CI Warehouse Hospital Manufacturing ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse r3 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 Ono Existing fire protection features: �= sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: `> 1. es c 15T existing ) Area of Construction: (sq. ft.) 15 U� �` Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF Tilt 'WILA Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: / / Date application expires: AppllcatJon)aken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING OWNER OR AUTHO •IZED ' GENT: Signature: /' _ Date: / _ 41 (v Print name: ;L.) I Ct /1 ol J.t./ SII 16i.._ -- Phone „:::,1U11; - 1 : :: ., ),. /e/ 7 Fax #: ... , ./Ei -' •,c ,-7 Address / a . -I 0 (.-....7 6 / e..,: c ,:l. / hi'l P C.-- <_..Y.Cc ,'.., / /U.' City /State /Zip L)_.wi. [J,4 ( IBS (.,4 ALL COMMERCIAL /MULT' -FAN, Y TENANT IMPROVEMENT /ALTc 'ATION 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 ❑ ❑ Complete Legal Description ❑ ❑ 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 ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ 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. ❑ ❑ Vicinity Map showing location of site ❑ ❑ 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. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ El Construction details ❑ ❑ 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. El ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 ,.._..__ .� .•*,;•*•, • ' . . • „ ' - . . ''• *A A..*••,k A144:10v:-.4.***14,4* A 4...kls ..c/•:'...-.. ' criv or - KS): '' .. ':• ',:-.•"•'•-• '''. ",;:' . 4,-•.ii*.'-'', 114.*4 m4"*14• A4,*-irit..84 ii...f ;.;:',''...,.."..:•., ..„...... .. .. :,1,3•;,,'!4i',.1,0,...i;tIPii4ir4)4? '•••• • - - ';•.;:.„,„*.',-.....F*.;"M0.vifi44iii44p...,•64E6Y „.,..:.,...:•.,-01110,*.+t11..,:r,i* '-.i. *;..*„:::',,..-.•:,......:•,',,..,;i4i....•.•::75—: nn /, ,,.,,,, 6 , i•.47'..4'.;t.-:.'11'i:'74;-:4•i•:;::''.;;:.•''•::;;:'f.:!4.. .• ; . 1. . k 6,6.- ':". ii.11i P 14.id•i .'.::•7-•''''' .; 9.8° 4 . ''''.' H . ,: •• : ,,.:1..,,:,..,,..i,,,......(.:.....,......:.,..,,,,,,,e*.:, oiii...t;":::k6i...•:::,.i.,,,...4,j ,....,..,...:.. TY ..7-.7t....7..t ......!z..,.......::::,:;:;,;!....,-4 ;;;....:Li,•........•.._•..,::', :'..;.•::'...,...• f, - ., ..!?'•i' . .• t ; ::: ill; 11: ....‘ .' r;,.. '..''.'..- ,.- ' .. . II'6"°'I";'':"'"6''Z4''I:':''':''"'Jl''-''Pl'i?E'i'..:''''O7 0;''i;.'''i'..7''':-4.'i:i.j'''?'1.:':'::.::'.2::':,':P:.... AA Si Tll;..EY':';''':'.::::':'':..::.'::..'''':':::':'::''°:::'''':':':;:':'::':'';::-'';':':''::::::'''::':H::::';':'';:::*'''''':' . ., , . • . ' - . : .-. .-.....• ' :•. ..... • • . •• • '... •-'. .,„'-.....• ::..: ',•,' '..•••....•••.:-.':"..‘ . • • ' - - • ., „ ,..• . , ,. ,2 ,„ , .. ' 4 c :''' .•'.• - 2 , •-••••• -Y..- 195.. 26.. ,:...., :.: :,...,„, •• '''' '''' . ' .' ' ;•::•;;":',..,:s.,.•'......":":::,;•::';'''•:"..•:.'•';',..!.,,•••.• f .........,,"'..'-' -•::.,...,:.•:. . • ...t: 2': '2;41.' :.•' 7 .5.'• ''". Tii t al ' :14 I...1,.. : in . .t ..... ..,...... . ..... .. . . ..,;,,....:.., T 11 iti-,-,J1i1Y40111,,..**,--."...:;...:. '••:,.•:'...'.. :.-...:..• •, '.. - 'Alio:11'6,0 r. '''':,*- ' - :* 9 ,v - ' -• " ' .....-„,. .., . , ...,,: „... „. •,........ , ...., , . *,, :ii.. * * - ; ( .. ,44, • 4 ;' ,4. ' 0, **•*.*: . .k.:.*:**•, , ,',,.•..„.-- : ••• .: - •,..-•,• ...-..- . ' ••.::•-• ••..- --::,•:, --•*'••••••- - -:,,.:. ; '.. •'•**.1110411:t •.-„:. • • ;• -• ' • . Rti on. A :•:,• : ,,.., •• H •....- - .•:. . .... . .,,,, 81 •••- .......--... ,';: . ' ,•.-.-:.-...,.....;:, . --. id nitc9 , • .,... ,... .... ,...•..„. ,-...,...,.„ :.,,,, ,..,4,.,... .....:,..........„..„ . '*.'•;*':..0. (MY'S 2 2....."10 9*.:'* •:. , .•-• - • • * • • .0.60 . /..3904...*:••::•:. ..--..,:.`.*:*:!: OTE. NO ,: scUlt•t:144R lig., .**•; -, ,':,••.•..: - - .• 4., 0•0 .:.,...., .. ..,,....,......,.. ,„... . .. . . 121793/08 9717 TOTAL 1 241.75 . ; " • ;iv.* TV OF TUJCW3LA WA • • '•• ' ‘ • ; , .; AND1IT. Number: 0 • .1 5 4,. . 0i 14:36 Pavgien Method: CHECIC: Notation: DAVID ICEHI_E ARCH In it ULH Permit No: D99-0003 •Typ: DEVPERM DEVELOPMENT : PERMIT" •-• Parcel No: 262:3 odt. 9 3 i te Add ,ess: 4 66:- A ND OVER ' '• • - -•:" Tot 1 Fe 3'5 hi Payment 154 ..21 Totl ALL Pmts: ' , *44 4v 4; 444 ***:*,‘ **. - A4*.,‘*iv*i• *W* *4 .**!tic* „. •„ -••” • Account Code Den pt ion 000/ 345.;,.:830 PL lN .' CHECK 1r4 j • • 9216 :04107: TOTAL. .49 , • ,. : ..• " • . „ , - • INSPECTION'RECC Retain 'a copy with permit INSPECTIO .NO. . , • •.,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 proved per applicable codes. PERMIT NO (206)431-3670 , 'Tale° or : Special instructions: . ••:• • Type of Ingiection: Address: A called: c M Date wanted: i f 9w/t9 ReqAttek Phon Corrections required prior to approval. ., COMMENTS: ,• • / II /MIN ./. ip $47.00 REI SPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION REC Retain a copy With p • INSPECTION NO.- CITY OFTUKVOIA BUILDING DIVISION 6300 Southcenter,Blvd, #100, Tukwila, WA 98188 09 ....090S PERMIT NO. (206)431-3670 : Project: VA Ice) (571, //riCIV (Ric ir Special instructions: •. • Type of Ins tion: / S . ( "called: . P.m. Date wanted:4/ Requesterp ,e ve,kr ode_ 4 E736 'go& --oto COMMENTS7 _ • ex-riZ(C■cl-e r=1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • A4 0 Approved per applicable Code. Corrections required prior to approval. IN ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Ei $47.00 REINSPECTION FFtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Dqq-4) PERMIT NO. u t Project: R \ C c `Speci I instructions:. Date called: Approved per applicable codes. • Date wanted: Type of Ir riCf( P. R stet: /' • � o t � (� n. / / — L�y Corrections required prior to approval. r I'S Aef INSPECTION RECO Retain a copy with pe INSPECTION. NO. iCITY'OF TUKWILA BUILDING DIVISION 6300 So en r Blvd, #100, Tukwila WA 98188 (206)431 -3670 or $47.00 REINSPECTI ' FEE REQUIRED. Prior to inspection, fee must be aid Q'. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !c.L''1�`q���� �: ^:�:` ��s�.��t`15:� i��r' d' i! �+ 3, �. �54�a�'a!7l ".� �:<' yi.l M'.,..'t� , ..,. *z'�z.;. , . ..a, _�ir.� City of Tukwila Fire Department TURWILA . FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No . 1 " Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature C .INALAPP.FRM 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) 5754439 SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB Valco Graphics SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 98 -01.13 OF DATE 01/04/99 DATE STRUCTURAL CALCULATIONS FOR: Mezzanine Addition For Valco Graphics 480 Andover Park East Tukwila, WA PROPOSED BY: Valco Graphics 480 Andover Park East Tukwila, WA ARCHITECT: David Kehle Architect 12878 Interurban Avenue Seattle, WA (206) 433 -8997 DESIGN CRITERIA: CODE MEZZANINE LIVE LOAD WIND LOAD SEISMIC ZONE SOIL BEARING IS ASSUMED TO BE 2000 PSF. j I.C.. .k...... i JAN 0 41999 UNIFORM BUILDING CODE, 1997 Edition 125 PSF 80 MPH ZONE, EXPOSURE "B" III, Z =0.3, R =5.5 -- PLYWOOD SHEAR WALLS CITY OF TUEKWILA JAN 0 6 1999 PERMIT CENTER MUM s .rLER CONSULTING ENGINEERS, INC 12503 Bet -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO. OF CALCULATED BY SIC / DATE SCALE /a- /5 -9,f /" - =0 j I i i j I i ! + t ! i j I I ! I j lil I + ! , !I l�il I i '- oIII!I I ! I i I I! I I i I ► I ( ; CO A4/0.4k kP /A4 ' 614e4, + t ( 1 t I 1 1 V' ' i I! I " I !. 'I r 1 ..._1.. - -- 1 ! • ' i l l ► ' I . _._ _ _ _ 9 lima + i ► ` • • _ , 1 i i j 7 I! t 600446' 4 ,=,,.1 4 ; j I ( m.4) 60-x -t1J4 /1/ l' "tt a.)000 4.3 , ' i I ; ! 1 u,V� ,� AI �!- m ar/ 0-P, f'..5 . c2 -5 r I I �P i ! i e/�klik 6 a - ' i ' .1� p�� . ; . ; . MUM s .rLER CONSULTING ENGINEERS, INC 12503 Bet -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO. OF CALCULATED BY SIC / DATE SCALE /a- /5 -9,f /" - =0 ■ atm ‘IUTLER • • .11111111■1111 cONSULTING MIIIIP■111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 • JOB SHEET NO OF CALCULATED BY DATE SCALE • 111 ! SHUTLER . . CONSULT' M V ENGINEERS, INC. 12503 Bel -Red Road, Sufte100 Bellevue, WA 98005 (425) 450-4075 - FAX 450-4076 JOB CALCULATED BY CHECKED BY OF DATE DATE SCALE STUD WALL DESIGN - COMBINED AXIAL PLUS BENDING rK:i.v,.}'.} }}:. ry }}:• \ ,,., }'1 \ \rv }+ iY J:• y.}'. }}v:4}}::i1:• }h::• }}'•�• }:• }:t: v:•} }::'Y:A \:.i4 }'. }' }i }:'} ♦ , ;.t77C r }; +. 4 } 'r•K \n}ti<rn \):.}} }k} }� \4 } }i }N}: , }. . . ..... ... ..i+.k,....,.. { {,.. » r• r:: .•.•::: :.:• }:i•:..,...r•r. {::.: .tt: }. ;:,.;t }: :: K' i$ Y }: {x :,.�tx }:�•r$}t..�.}, {.. . :u..,tt.,r:.} {. i} • a ,;::$ }:$ {t; }::;r } :._..•..: �••>: ?•.t ;$S$hi$Ce.::e.'$ }C. ...}t: }:�,••`. }:'t• ?Y `:}`;ff: }r }'• ?' } :$ Description.. : �s�: :�}: ��` ��� »;.:.:::}}::::} t:.:}:.<: r .<::;:<::: }: } } } }::..:,...,, }... ',. ��:>::.. t:>.::}.}. >.,.:.;�•..:�:.:.:... }.vr > {. >r. P : a't {a;tt•;tcx:..',•r'•�•.'•:<{� �?r•.xu,t�'�KUat.••Cu� ,r:ti <;'tt { {t{. ?tax< t.:; xattt`,••: at{..; a{ taa}: oxf{.:<.. #kf•':fn;:� >r: :cEtt>,tr,,:..:t, arc :tt:k { { {: { {o.i:: <Y: { Uniform Loads on Wall Dead Load Live Load Snow Load Lateral Load on Wall Stud Spacing Stud Height Case D.L. Only Case II D.L. +L.L. FcE= (KcE *E') / (le / d) ^2 Case III DL +LL +SL Case IV DL +.5 *SL +WL Case V DL +SL +.5 *WL Case VI DL +LL +.5 *SL +WL Case VII DL+LL+SL+.5*WL . 1 Pounds per foot Pounds per foot Pounds per foot ?:kv •• t f {h fM.YIY' `::fx PSF IIIIRCE Inches on center { vv. vv , r > >.' >x:< Feet Stud Properties Size Grade M.O.E Fc Parallel Fc Pe ^,:$> ;Y;K• +:t}Km :$t{ : } �4t;T`: r{ r.... Kv+:$^:• `: {.N:F.wttixa::}:.x:.}r {M';{ >C" $r , C w ,Svy�{•;.:enKN,$} 5. "11111 . F 5 :�• $vK{ {${.:$:: va : .. Y'$ `:tti�5� . E f. . IiIR•�'r y r.+,: �ih ii x• y' $�:::f2h: ISYr�if�i >:..:, }..i•��� •: <:� £ a•a f }••' s. ;:'::t$$n{i:tSCf;G,axa:•r.: ::S �t�r£�a�x{an. war,..;• �i a w:' r; ��ar:: w}„£•,, SaruSt.. :: }:.:,• Area S I 8.25 7.56 20.80 D.O.L. Width Depth • . .,•a}r,':L3r::�. arrar.r w\w.u..f„•rv: • :tf•.hA: Fc *= D.O.L. * Fb KcE= le= K *L K =? Axial Load fa Design Bending fb F'c Unity (pounds) (PSI) Height Moment (PSI) (PSI) Le(Ft.) (Ft -Lb) 160.00 19.39 10.00 0.00 0.00 774.38 0.001 1493.33 181.01 10.00 0.00 0.00 802.81 0.051 1493.33 181.01 10.00 0.00 0.00 802.81 0.051 160.00 19.39 10.00 83.33 132.23 893.75 0.065 160.00 19.39 10.00 41.67 66.12 893.75 0.033 1493.33 181.01 10.00 83.33 132.23 893.75 0.118 1493.33 181.01 10.00 41.67 66.12 893.75 0.079 SHEET NO CALCULATED BY DATE /01-151- 9� `JUTLER • ONSULTING -_ ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425)450.4075 FAX (425) 4504076 SCALE MEM TLER �� - CONSULTING � - ' ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO. CALCULATED BY DATE SCALE J. i !i ( 0409 • i I ! i I ! ! ! I ! { 1 , ! , ! i t ' i I t 1 ! 1 ; ; I i ii ; '; x ; I i } I ; I j i I i Qi Ci 1 . _. °v t I+ • � l 1 . I I L U.. i Crk�, , . ---*/, -- f__ pro o _ 1 • , Giber , � gl . I . , , I I I j i ( + { . / A/, e_Yie Wa u1 f : lO% 11 I `% / U/l " . _' a } z _._.._ 116,/ /uro - x.10• e-.4-. . 1 ' i f • i 1 I I 1 . 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' r Y "t i f. + • j �,. 1 . .ice ■ I lug, roc . f% (/0' = /./0 • • • sliUTLER 1111111111 ONSULTING SWINE ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 DATE SCALE 17 4/9jU el luteb 6A004 /di 54L 5rUe aiiit,4_' 1 :i I, it'll I ', 1 ' : --i , 1 li , . , , I i _........ 1 1 L____ i , ! i ! I l• ! _I. J '• i - 1 f Y` I I i i- ! .../, , , vc, i ..-- i / ' ( /0 i ) ) i' a' 1 4 '4 ' i 1 '&44 1 • -] d i%,d e ) I ': d , 0 : , t - , -- , , 1 ' 1 ,. . !, - •1 , , . ; , i : ,. I • , , ; 1 •! : t• • ; 1 i ,-• ,. , 1 • . i i - I 1 1 i . ■ _l_ i I , I 1 . : . 1 ■ • , • , • • I • • •-• i . • I • • I" • r 1 . . • . • I t • • • . • • • . . . • • . • . • • . • • .1 • .- • • •. I . .•••'• ...1-. . !... • . 1 . i ' 1 • • ' • • 1 i • ,,, ; , ,•. • i• - -. 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[ i • ; • ,, • k • '! i i • '...; .. ' i . , • ,, .. 1 i i 1 ..- ' --.1,-:, 7 • . • . ! ''; .. ' •L> • ' •••4=8-0 • ' ' • • p . c r...Aid'• • • i -, . e...: 1 1 1 • 4;° 7 ...-•• , ki • , •.i -, , '.. (/ ' -.-- ••ftc= •, :. • " .; ; . ; . t • • . • • L.- •• • • • •• • ! , • • ; t • • • . ...- •11:•■•■■ ••••••••.i ......_............... ... . ,, • i i . f ': , . , • ! , • - • • , t ii • : i . , p •■■•••••■■• . 4... ...............■.'. ,...... I f I , ..-,• ,...-•,. .•-■ . .,,, • ., .• - SHUTL,ER CONSULTING: ENGINEERS, INC. Tit 12503 Be1Red Road Sc� Suite,100 Number: :Bellevue, Washington 98005 Misc. (425)`450 -4075 Osngr, Date: 16-Dec-98 -:COLUMN DATA AISC<SECTION ))TS6x6x1/4 TOTAL; COLUMN HT 28 ft S UPPORT:' FIXITY --)) 1_'(( 1Pin /Fin, ",;2 - Fix /Fix, 3= Pin /Fix,: 4 Fix /Ping. :5 Fix /Free (Bottom /Top) UNBRACED'LENGTHS XXAXIS Y Y AXIS AXIAL DEAD LOAD 32 kips ECC: ▪ LIVE;. LOAD kips SHORT :;TERM ' : kips Dead' Live X7X'AXIS' MOMENTS;; ; . TOP. BOTTOM:.= BTWN ENDS = .Y:AXIS MOMENTS :: TOP.: BOTTOM. BTWN ENDS =: POINT LOADS: (k) . ;' . X X . Y-Y UNIFORM : (k /ft) X =X Y_Y SUMMARY USE. :. TS6X6X1 /4,' Max Stress Ratio = 0.29 Load Comb:.;)) Dead Live 16 -la Formula 1.6 - lb 1,6 .- 2 COLUMN DESIGN Page 0.080 DESIGN DATA Fy = 46 ksi LOAD DURATION FACTOR = 1.33 COMBINE LL & ST N y/n 1:Restrained, 0 :Free X-X AXIS 1 Y-Y AXIS = 1 EFFECTIVE' LENGTH FACTORS::. X -X AXIS`'; i. Y -Y AXIS 1 OADS Short SLoc, ELoc k -ft :Formula Formula Actual & Allowable Stresses,,. Fa : Allowable = 7,17 fa : Actual ' 0.57 Fb :xx : Allow (1.6-1a) _ 27.60 ▪ ' (1,6-lb & 1,6-2) = 27.60 fb:xx Actual Fb :yy : Allow (1.6-1a) = 27.60 ▪ ' (1,6 -lb & 1.6 -2) = 27.60. fb:yy Actual Max X -X Axis Deflection =' -0.903 in Max Y -Y Axis Deflection : in DEPTH WIDTH STEEL SECTION DATA 6,00 in I-xx. = 6.000 in S -xx 7,17 ' 7,17 9,54 ksi 3,57 0 .v7 ,s 27,60 27.60 36.71 ksi 27.60 27,60 36.71 kai 8.52 ksi 27.60 ,27,60 36,71 ksi 27;60 27,60 36.71 ksi ksi 0 12,88 ft from base ft from base : 30.299 in = 10,099 in "3 SHUTLER r- CONSULTING ENGINEERS, Inc. 12503 Bel-Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB Valco Graphics SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 98-01.13 OF DATE 01/04/99 DATE STRUCTURAL CALCULATIONS FOR: Mezzanine Addition For Valco Graphics 480 Andover Park East Tukwila, WA PROPOSED BY: Valco Graphics 480 Andover Park East Tukwila, WA ARCHITECT: David Kehle Architect 12878 Interurban Avenue Seattle, WA (206) 433-8997 DESIGN CRITERIA: CODE MEZZANINE LIVE LOAD WIND LOAD SEISMIC ZONE SOIL BEARING IS ASSUMED TO BE 2000 PSF. IAtI 0 -L UNIFORM BUILDING CODE, 1997 Edition .125 PSF 80 MPH ZONE, EXPOSURE "B" III, Z=0.3, R=5.5 -- PLYWOOD SHEAR WALLS RECEIVED CITY OF TUKWILA JAN 0 6 1 999 PERMIT CENTER 0003 i ! i I 1 1 r ! 1 1 A I I 1 r ! i I a� .d i i i I I i ! j ,I , i ,i � , i 1 • i ! • i �/ I i i ! I i \ j I j I I i I 1 j ___-_� `) t L ' ; 1 1 I r , i i o ? I j I • i 1 c ,,arc Gro QUAD - -- - - - -� ^ ; - 1 i . C.vU hal , �, 6: ca/* 0 ' j I ! I L✓l au Ff�frj- [1.i45; - /� is . �Lv00O0 PRI l 7 ,✓4 1 t . A ',c` i i!- ort ,7b, STS -5 i-- ;—� ' i 1 ! CAA/A/6 e I 1 1 . . 641/ Coda ... . - iO !d i I 411111.1All St ;LER _E- CO SUITING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450 -4076 JOB SHEET NO. CALCULATED BY DATE SCALE 4tco 6e4PMc5 OF , /5' 'l e- tO JOB _ - ( qz q.0 - SHEET NO OF CALCULATED BY .:Te / DATE /.0'/5 93 /11111/1111111 4,UTLER 111111■11 NSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 SCALE ' ; I j 1 • • .1 , 1 • .1 1 i ! i ' ‘• , • I ' ; 1 LI> 1< #( 1 1 H H :. I r ; i" 1 T • 444.Sit) I r ; 7Z,•4//010:.= „ - • • -.. - • - ' • . . • • • yelp • ' .. : ': ..:. ., • • .i • , • ... . • . • , . . . • . • • • . • • • • • ... ... • . . . .• • . , • ._. . . . . • • " ' 1 • • i ' • , 1 • .•. • , • . . • " t • • . „ • • • • • • , • • • • • . : . • . r • • ' • • • " • • • • :: • , • • • . . •• • ••• .3„• )'/0) _ • It -.--- / 4 , ( . /7 0 • V • .. Rol a, oc90 I t I I ■ , . I I I I I I I I ■ I i 1 I i 1 i 1 , 1 i I I I i I l� I� SHUTLER MI ■ CONSULTII 111111 ENGINEERS, INC. 12503 Bel -Red Road, SuI1e100 Bellevue, WA 98005 (425) 450 -4075 - FAX 450 -4076 JOB SHEET No. OF CALCULATED BY DATE CHECKED BY DATE SCALE }v}•.: : 3}:: p;:. v.}• V: vni}:} y:.}}}}\:: L: n}:•. ;J•n }intl }i } } } }v }Y:i3iv} }}F•:• }Y ii�•Fi,:t.:y:v: v {: nX :. }:. } }h'iv .y'{: •J }}:: vnv. . .v.:.:.:... :• vv vi:.. .. v... .• }. \iY:{v }: }l: S:;Li } ? }i�ti } F{.}i:• } ? } ?i !•;;: j;:{ G:{ Si +}} , ?:• F.' v:::}.:? :''i'. >�i: }:;: }'C:i ,y{ : i. FF • { }:<t`::�iti {::•.: };. v: i.•.a ::•::nom ::. ::::: :::q;.} ::: ,n Description: ::Vaf:G : ��.�(.j�I(jj �{��/�QgF:ta ::;f } 1e;:.,.FS F }:<::::: } }::ti. . ;, {::: ;......:, ;.:.:..,::.:.Ny:.:. }:: { {::,.�: :+ tS:{• rieNi: 4 :{C {•'e. t5i,'i,Y{{•} rite{•:{ R�tii\{{{{{{{{•: t•}:!{{ 4: iQ2} ii{ t.{ i} n:: i::::'{ r�'. C: ti•: tt: ti�•}; F{{ r: O: �i{+ ri? v{:\ Lti: t{ . ?: >.{ {ti•: {ti: {.?000V� }ti5�«2<� Lateral Load on Wall Stud Spacing Stud Height Stud Properties STUD WALL. DESIGN - COMBINED AXIAL PLUS BENDING Uniform Loads on Wall Dead Load Live Load Snow Load lift v Iti FcE= (KcE*E) / (le / d)A2 wig <:EIA $F:r: PSF • Size Grade M.O.E Fc Parallel Fc Per Fb ri ., :,.:,•:wFk::;:ww:v:{: },Rx..:.}.: C' t'{: w".•, S«ir.:::,ttY;},.,,•.:{:SF::::, } .. :: s�. i::: S` a5 ,..�::,{•:...}.•:afF:FN'2s:A•o :ta Area S I 8.25 7.56 20.80 Pounds per foot Pounds per foot Pounds per foot it AR Inches on center , "`.< Feet Width Depth Fc *= D.O.L. * Fb KcE= le= K *L K= 2 Axial Load fa Design Bending fb F'c Unity (pounds) (PSI) Height Moment (PSI) (PSI) Le(Ft.) (Ft -Lb) Case I D.L. Only 160.00 19.39 10.00 0.00 0.00 774.38 0.001 Case II D.L. +L.L. 1493.33 181.01 10.00 0.00 0.00 802.81 0.051 Case III DL +LL +SL 1493.33 181.01 10.00 0.00 0.00 802.81 0.051 Case IV DL +.5 *SL +WL 160.00 19.39 10.00 83.33 132.23 893.75 0.065 Case V DL +SL +.5 *WL 160.00 19.39 10.00 41.67 66.12 893.75 0.033 Case VI DL +LL +.5 *SL +WL 1493.33 181.01 10.00 83.33 132.23 893.75 0.118 Case VII DL +LL +SL +.5 *WL 1493.33 181.01 10.00 41.67 66.12 893.75 0.079 :UTLER 1111111 NSULTING M1111/111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 J • e741, • SHEET NO CALCULATED BY 1/49 SCALE DATE OF • 12503 Bet -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 a go # S jLER CO SULTING ENGINEERS, INC /60 1, ��J I � 5 I JOB SHEET NO CALCULATED BY DATE SCALE x ciao _ / 11 1/Il VVa w/ )Q UA)*xn 1) flaw )( -: C� l ¢L co 6e4Pmes i i 1 I i a10 1 : © I I 1 1 ' I I i I L,! ! i! H � 1 1 • a5 3 // ' 6 Clkh CO AhAJ- OiAl9/A4 LUAU. - ' y OF 1 NSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 o JOB SHEET NO CALCULATED BY %// DATE OF SCALE I. I. I I ; • r I 1 , , I • I I I I I ' • ' __I : ' I .: .: i i ' Oiluici. t-' i0 I ,. 1 / ic . 1,144 . r)/6 4afilk i I . ..- 1 I ! • 1 DAit , • 1 : / . . . . , , . i • . ' / e . ..-= l I / .5#44? 1,04ca . 4 i 1 • 1 1 ' 1 ' 1 ' ! I • ' I 1 , I I 1 L • • • ' • F.: !•.. ; : i 1' 1 2i . . , 1 r-T i ; . 1:07 6Ai7-41/1-6 1 • ••••■•••••••••■•••■•■••■•i...••••••••, 1 • : I . • ' ; . • ' ! • • 6, pro , 340,e scf)• • . = • ,• 0 • )1-. • . /'(7')(/j,- J-5,4,) taff4,6 or,' . (1/211,tAlkgg Ivajavo/Aint. - 6,pkii le - ALPO k . ,:-. —> U ' / ° e k/ 1 /o . • • • . ePe gduk/ I /I, -0 .7.- P-- — O•aVe i • - -, b, '-'. V ;"'. 1 /4•U i - -:: 4A- /da# ... i'.1TLER U NSULTING 1.11.1111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 joB '') 6744Pdv C SHEET NO OF CALCULATED BY _Os a DATE /4•/" 45' SCALE 0 /0 iod 4/eA • co/Frt xtei )74 • - - - -4/4.0 .. .. ...... . ... rV ER ejNSULTING IMMO ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 SHEET NO OF CALCULATED BY DATE SCALE •■•••■•■■ maim rpTLER MIN 1-ONSULTING WPM. ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 7. JOB SHEET NO •.- • • ,•1 • • :L - Tv - 7;1. • '7.3 • 4,9ca• .•@•• • Aivi)- roe••ahizet • • .; • •• • . ..,••. . i ■ i • I . 1 • . . . . . I , ■ . I . • 1 - 6 .__._._ = • , . k ie9 ,5ce c-/ ZeTe k • / F /at) 6.04 7-.) Aka) Oea.AJ/4 • ,• • : • g p • , ,p (Ai) .• e , 4 .‹ • • • • • DEPARTMENTS: Buil m Division lic Work QrW CCO Pet PLAN REVIEW /ROUTING ACTIVITY NUMBER: D99 -0003 PROJECT NAME :, VALCO GRAPHICS Original !Ian Response; to Correction Letter #` DATE: 3 -15 -99 Response to Incomplete Letter Revision #; 1 After Permit Is Issued TUES /THURS ROUTING: Please Route \PR•ROUTE.DOC W90 570 E Fire Prevention Structural A l C Plan ir�g'ivision Permit o orainator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -16 -99 Complete ( Incomplete ❑ Not Applicable ❑ Comments: Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -13 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY: NUMBER: D99 -0003 DATE: 1 -6 -99 PROJECT NAME: VALCO GRAPHICS:. Lig...L. Original PlanSubmittal: Response; to Correction Letter # Response to'fncomplete Letter Revision # : After Permit Is Issued DEPARTMENTS: Built Division t^ Fire Prevention Plan ing Division Ej Pt{b Wprk�� Structural �r Permit Coor inat r ■ Complete WR.ROUTE.DOC 6198 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -7 -99 PCern IT NOroi • e.Dp9 PLAN REVIEW/ROUTING SLIP Incomplete Not Applicable E Comments: TUES /THURS ROUTING: Please Route Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) No further Review Required C REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - - 99 Approved El Approved with Conditions X Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: Summary of Revision: U,lete harm I i < (4 I Q hk4 rw1 G1 k- e r r C. room; e.*c. / Received By: STPven Er i �c Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Site Address: L/$O .......* (please print) (please print) (please print) (please print) (please print) SHEET NUMBER(S) E 4] .i..S'AR ..n y..Y �I .041.0 . DATE: VI 5111 9 PLAN CHECK/PERMIT NUMBER: p "i q - °° PROJECT NAME: Vo lCd v-k 5 PROJECT ADDRESS. di Sd pow' k Ea-S CONTACT PERSON. /ULv1 A 14,, a PHONE: 20 6 — 3 3 Sa . Y REVISION SUMMARY: _ re,' R.-' j InO.■`O ft> 64-U`v1/4_GA u- vet 1 r 1 od-- v- wk 0 .1060 Q- W •I ■ti 4 X- o ,c•re rc» Inn, . I .e-P+ 4 ot4- a l t. r' 1 a l 4 1 I► e la. c .Q, v'oc c_ li►.� WI n 144-4 —.4 G, ar.,.G .e r''' . J w R.Je10400.e air o-' jeov tio4o lrOOw► a 4I I/ J t -avi t Thy - 1 . 4,11 II 42.(4) 5 t-e Ir • at.VIL/ 2 V21 1i'0_.5 1 PA el SL)c:4i IMq 04 116 .e. wt. , Q. 0 ,' , "- o .11 11 �-t . y � eituasad f Q I a4L , 42 + "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ' PO v` of CITY OF T.UKWILi4 Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 viz) - b v t 1000 14 , kA. r '1"" RECEIVED CITY OF TUKWILA MAR 1 5 1999 PERMIT CENTER City of Tukwila John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire Department Fire Department Review Control #D99 -0003 (510) January 11, 1999 Re: Valco Graphics - 480 Andover Park East Dear Sir: 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fay (206) 5754439 City of Tukwila Fire Department Page number 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 hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 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. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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 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. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. 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) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 4439 The Tukwila Fire Prevention Bureau th street. (UFC 901.4.4 7 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. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or. violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 MAR70571999: F625-052-000 (8/971 Detach A J. Display Cc ate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL RECEIVED NOV - - 3 1998 . _REGIST. # .EXP. DATE CCU. ' EFFECTIVE DATE ... .10/27/1998 BARCLAY DEAN CONST SRVCS INC 4623 7TH AVE S SEATTLE WA 98108-1719' SIGNED: GONZALES, CONTRO SUBSCRIBED & SWORN TO BEFORE ME THI NOTARY PUBLIC IN AND FOR THE STATE OF: COUNTY OF: SIGNATURE OF NOTARY: MY COMMISSION EXPIRES: WASHINGTON 2-27-2001 TrITIN 11, 80 D 4- 4_r 4 -" 2 _ - - . E 7 HPa O1R I 33 'IW` 0. ' I m (/ u /Z - I _ - - 6 Y- r PJ A r "e - 5 Il . . --. • . . .ea . E � Ni AG J M j I Nw 'i Ff P?-e e _ d NE r r `-. mr c:R 4 ': P. RM ' � , aO �T .E I = 0 0 9 0 G _ / 1t , g .I . G- . AII r C . O I i � a I4 � _ ` � ` c Ie 'i 41 J TJ � ' 4J ._ - S1D 1 �E IK OM I °1I1EL XAIG' I F O 1-,1 t 1 GLF F N L U Ni l 1 / 'OtJGI Of ? 4 o N:G ',1e4: o E CiL G G ML=4 H f Q L&iF4 ' ' A - 'frh O O HrG i s ' W. BILI' I )1 G 4 1 fi6 _ E rtD I - — v f — — —r ( i S ' E -. e .� I POLA° 3 � 1 I ! T T e e xe' : -—I k R a 1 PO D I - . .40D A A, FIe d 1 9 1 , i - z - HF. T I I�I l q t ' g H G l Tl D . I l ' ( I m I - - L I - - I u 'I � �� IS . Fi ,' oca • PoLG( _ 0 , ! _ � $ ( 3 0 q !a I 0 I '- _ — , I I ." ?O 1 I 3 D ' - I � - � ' " 1 2 r C0 0 21 8 2' o 2- , REI ST STE NOTE O REL TED 20 MINUTE RATED 3'PT' DOOR AND JAMB p EXIST! N ULL HEIGHT WALL TORE REMOVED E EXISTING RTIAL HEIGHT WALL TO BE REMOVED 3I] NEW FULL H IGHT WALL TO BE INSTALLED 58 GYP OF3ET STE LSTU ^_S (U2A'OC FROM FLOOR TO SUSPENDEDC (LING SEE DETAIL I15-I R R ef.euD(,E 06^IL NE AND RELOCATE EXISTING 20 MINUTE RATED 3,7 DOOR AM FILL IN OPENING WITH 543 TYPE X GYP BD BOTH SIDES CE STUDS (U 18'0 C FINISH SMOOTH A FLUSH AND PAINT Pcr LING. -111.-P, 4. 11415 t.1 ILJ FOR LS GREATER DMN 8'-0' N VON WM= AN INTERSEETETG LOLL PROVIDE OTWS SPLAYED •5 TO SCF� IN ETE U • ROOF F TOP OF REEL EEL PUCK SB' GYP BD. BOTH SIDES STEEL SUDS • 2A' OG BOTTOM IRAQ, TO SLAB liFOLOF FASMEF5 • Doici- 000 0 014 0R.TH FIRS r FL OOR PLAN -1 0 RECEWED CNY OF NKW JAN 0& 1999 PERMIT CENTER IL_ _44 ZRP c.1 cn SIM JOIST SECTION A- 1.0 VALE Y� SCALE: V. " =1' O' A -I.0 SECTION E -1.0 AA -1.0 SIM L -1.0 SIM. g ° i 4 `-" I ;: 1 B - ISI 1 K > 1 C '� SECTION 13-1.0 SECTION F -1.0 SCALE Y. 1' -r0" TS6x6 I N F11IIIC l 1 0 -I0 C 1 I H � 4CATH:NG PEF PLAN JOIST PEP PLAN iT'P BLOCE'NG JOIST .0 aeb T DOUBLE °LATE ',PUCE w/ 8- 16A NAILS '-STUD WALL PER PLAN - BEAM ' PER PLAN w /2 -s. - B EXP, j BOLTS (EMBED 3 -', - MINIMUM) IE) EONS SLAB 111 -01 T56x6x'. DEW OPENING l C" cD COX PLYWOOD ./514 O 6'o EDGES & 12 "oc. -.N FELD BLOCK: EDGES r.v (E) STEEL STUD WALL. O STA ,E_ -DUE (E) PURLIN (E) STEEL STUD WALL (E) STEEL - STUD WALL SECTION C -1.0 1.4.42 ". 10 -5 EACH SIDE SCALE: 44 =1' -O +.'e A307 THM/ BOLT INSTALL 0 TOP OF LONG SLOTTED BOLE - T POST L a PEP PLAN DETAIL q SECTION G -1.0 SCALE: 3/4" =1 -O" N "-STUD WALL PER PLAN (ALCM wl.IG.... 2, PLATE .1 , 5 4 EXP. BOLTS B 48 "0 ,-(E) CONC. SCAB Y. "w A307 BOLT wiTtAT WASHER (TAP. ) (E) 2.4 STIFFENER O TA a.c. 112.5 (TYP.) (N) 4,32 BEYOND ADD 4x10:4' -O" TS POST PER PLAN r /LONG SLOTTED HOLES c FFENE- TS �GV PEP PL4AY MEZZANINE FLOOR N FRAMING PLAN SCALE- 1 /8" = 1' -0 SECTION D -1.0 SECTION H- 1.0 SCAB. $: 1) VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRO TO START OF CONSTRUCTION. 2) TOP OF FINISHED FLOOR IS REFERENCE DATUM IG -O l 3) TOP OF MEZZANE FLOGP. FRAMING (BOTTOM OF PL'I AI000) ELEVATION IS 9 -TI'7. ' A80VE REFERENCE DATUM- 4) NAIL PLYWOOD (4," TUG, INDEX'ev) w /IOH COMMON l.014BP x2T's" MINIMUM LENGTH) 0 Co, . ALL SUPPORTS. 5) NAIL AND GLUE ALL PL (WOOD TO FRAMING. -ADC 4 BETWEEN EXSENG P,IRLINS w /L :JS41C EACH END TINE IJ GENERAL NOTES C ODE. UNIFORM HERDING CODE- 1997 EDITION LIVE WADS: WIND ..... .............. .80 MPH ZONE, EXPOSURE T3' SEISMIC .............. .........ZONE III. R -55- PLYWOOD SHEAR WALLS MEZZANINE FLOOR 125 PSF FOUNDATIONS: SOH BEARING CAPACITY ASSUMED TO BE 2000 PSF. STRUCTCRAE STEEL: TUBE COLUMNS AND BEAMS SHALL CONFORM TO ASTM A500. GRADE B IFy - 46,0130 9 STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36 (Fy - 36.000 pi). APPLY PRIMER I OATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16' 1 ONTWNIlOUS FILLET MINT ALL WELDS TO BE IN ACCORDANCE WITH AWS DI 1-96 AND BY WARD CERTFTED WELDERS. USE FRESH E70XX LOW HYDROGEN El ECTRODES. 5115(1/I IA NFOIIS STEF.1. CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL.. SAD AI.I HOLES %1311 NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS MACHINE BOLTS TO BE A307. EXPANSION BOLTS INTO CONCRETE SHALL BE H R.T'K WIK BOLTS -U' (MANUFACTURED AND INSTALLED PER RHO REPORT 04627 DATED L 1991100 APPROVED EQUAL. FRAMING LUMBER: BASE VALUES :X & 4X MEMBERS... _..... DF .2. LUMBER NOT NOTED SINLL BED.F..2 OR BETTER [N(TTE. TOP CHORDS TO BE DOUGLAS FIR SPECIES) Fb - 875 Ps5 ALL GRADES SHALL CONFORM TO W WPA WESTERN LUMBER GRADING RULES - 1991 EIDITION. AI.I.BOI. TS HEADS AND NUTS BEARING AGAINST WOOD SHALL BF PROVIDED WITH STANDARD COT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY MI AI I. BF PRESSURE TREATED MAX1MIIM MOISTURE CONTENT 19T), AT INSTALLATION FOR A1.T. !UMBER PLYWOOD: FLOOR SIHEATHING... 3332 APA RATED SNRD -I -FLOOR T & G W'EXTERIOR GULL' On APA APPROVED EQUAL AI I PLYWOOD SI IALLCONFORM ED U.S. PRODUCT STANDARD P.S. 1- 83,NAII 156 SHALT BF AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER TO SCHEDULE SITE VISIT PRIOR TO COVERING ROOF SHEATHING. TRUSSES: FLOOR TRUSSES ARE TO BE TITS AS MANUFACTURED BY TRUS JOIST CORPORAT ION. TITS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE COUNCIL OF AMERICAN BUILDING OFFICIALS EVALUATIONREPORf BNER -200. ALTERNATE TRUSSES ACCEPTED PROVIDED AN ICHO REPORT IS SUBMITTED WITH THE BID. TRUSS FABRICAT TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING. BOTH PERMANENT AND ERECTION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING. FLOOR TRUSSES...... .._LOADING - TOP CHORD.... 125 PSF L.L. PI. US 10 PSF D L. - BOTTOM CHORD 5 PSF D.L. FLOOR TRUSSES....... _. DEFLECTION - LIVE LOAD......._ 1)4S0 -- TOTAL LOAD_._...LH* TBUSSSCPPIJERS NOTE. THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET TINE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM IS PROPOSED THAI REQUIRES REVISIONS TO PRESEN I STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT 10 THE APPROVAL OF THE OWNER ARCHITECT AND ENGINEER IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERITY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURERS BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BETIDING DEPARTMENT. SHUTTER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. ENE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM, ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORV¢D. 10B SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION SHALL. BE PROVIDED FOR ALL HILT. WELDING AND EXPANSION BOLT INSTALLATION AS REQUIRED BY UBC SECTION 1701.5 . SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCIBTECE AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTION'S OR COPES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINCS NOR REVIEWED BY THE STRUCTUOt AL ENGINEER AS SUCH. 1. STRUCTURAL STEEL ITEMS 2. PLYWOOD WEB TRUSSES THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONL Y. VERIFICATION OF DIMENSIONS AND QUANTTHES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMTON'ENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FORA CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE REPRODUCIBLE AND TWO COPIES: REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SI IOC DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER SHOP DRAWINGS. ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRIi - Tl.02AL DRAWINGS. R SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMHNT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: CITY OF TL'HWSU DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, ,I BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY IT NTH INNS DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. - SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND • 1 1 LOCATIONS, FLOOR AND WALL FINISHES, ETC FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND /OR SUB- CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY TI1EIR SYSTEM. RECEIVED cITY oP 31I(WIIA JAN 0 6 1999 PERMIT CENTER _ ® - SHUTLER ® ■® CONSULTING -WE Eiji ENGINEERS Inc. 12503 Bel -Red Road. Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX. (425)450 -4076 O LT.