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HomeMy WebLinkAboutPermit D98-0004 - AVVT UPHOLSTERY - STORAGE FACILITY AND PARKINGCity of Tukwila ( 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. Parcel No: Address: 14612 MILITARY RD S Suite No: Location: Category: AWSE Type: DEVPERM Zoning: RC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: STEGICC09086 OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: DEVELOPMENT PERMIT Occupancy: WAREHOUSE UBC: 1994 Fire Protection: AUTO FIRE ALARM .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: AVVT UPHOLSTERY 14612 MILITARY RD S, TUKWILA WA 98168 CEBE ANTON AND KIMBERLY . 34709 THOMSA RD E, EATONVILLE WA 98328 ANTON CEBE 34709 THOMAS RD E,•EATONVILLE WA 98328 : STEGIN CONCRETE CONST INC :3462'S '164, SEATTLE WA 98188 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDING ON 40 X 50 UNHEATED STORAGE FACILITY AND NEW PARKING. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 42,240.00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Flood Control Zone: Hauling: Start Time: Land Altering: Cut: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 848.89 k********************** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 permit. Signature: Date: 6/2_6/ c 1I Print Name:__ F11.1.2. P - (206) 4313670 Permit No: D98 -0004 Status: ISSUED Issued: 06/26/1998 Expires: 12/23/1998 Phone: 360-879-5039 Phone: 206 -248 -3309 Phone: 206 -972 -0112 Size(in): ' .00 End Time: Fill: Date: 60 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. Address• Tenant. Status: ISSUED` T DEVPER,M 'AoL l i ed: 01/09/199V ':. liar Gel. # Issued: 06/26/1998 •k** A M• k• k***• kk A* k*• k,*• k*k***• k*• k***• k• k *•k** * *•k•k *•k*•k•k*•k•k•k•k•* * *k *k*k•k•k *•k *•kkrk•*•A Permit Cond.i,tion: 1 'No :_chances will be made to the plans unless approved by thee. Ar•chitect or Engineer: and he . - T,ukw ia..Building Division. Plumbing permit. ,shall -.h obt2'ir1'ed ti *��uphKt Seattle -King Gounty Department �o.f Publ'1c Health `P'li mbin;: wi 11 be inspected: 'by tha cludin'j all g as 040, l '(296 4722) , 7 Electrical tier mi ts• sha 1'`l b'e obtai'ned < thr»ouilh, the i+�ashington State; Diviai,on . ofr,I2abor and Industr�iles acid a"1 i ; work wi 1 ia,be insp by that_ agenc;v t24 6'630) All •mec,anica,l work shall be' under seL'ar pe his= r ' the City of `�Tukwi l•a:, �x > ,', _, j All pe, Rn it inspe,ction xe,c:or ds. �ar,d approved a , ,sha. avai= thecl,obe the td the start otk' *•any con, str d , Thee ;documents ,ar e'to be ma.in.tained s and 4,a,i 1�:' ;abiy*it lfinal inspection ;; pprov'_al is granted. Al Ws "ti uctura J concrete shale be Special inspected. t (LIB,C.: ,5 e X.''3 0 6 (a) 1) z :Whey; special inyoe,ction is Ireuu either K the owner , , a r;k,hkitect4r .e'ng'ine•er s.t al l i no'titvf the 1"ukwi •Ia Bui ldinu xi ;Div -i i un of a'ppo r,nt of,;'tile i.nso`ert ion .. a gencies Pr .i.or` ft.) "first' b tlding_ i s ies of :all �', e ,. � ; u �n � pie c t i, ti�'�., .Loa., � � s. p e c i � 1 in pection%re;port's shalI b:e submitte Building_ Division in aotimely manner. Reo+ rt's: <'shaW.contain° addres proiect ?name. -ipermit number and tup,e'" of: I nspect ion being per tormed , 1 z ; 8 ;The.sp1ectal :inspector shall submit a } final signed r euoT -stetthga whether the work requirring`aspec,iaii 'iape'ction was to the± best of the ', inspector's. nowle;dge, in `c nfarma'nce with ap►,roved''p.lans a nd soecifleations arti the appi'icab:1, workmanship provisions':p.f, the UBC. 9. Farti tion ;wa1 Wattached 'to:, cei l,i,na gr must b ' 'laterally braced if 'Q'vet eight (8) feet in length. ... 10: Validity of Permit . : The issuance of a permit or approval of plans, specif'i`ca:tlons, and: computations shall ..not; -`be con st.rued to be a r.= permit . e Y °or'•�=an ` t o-f, cfir y violation of any of the prov'1 is o:f :. ..the ..1 d � nq ° .Turi`- bui `ccrie of any', other ordinance of the hsdi tivn,. No •permit presuming to give authority to violate or cancel provisions of this code shall be valid. 11. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for Special inspection, 12. There shall be no occupancy of the buildings) •until the final inspection has been completed by the Tukwila Building Inspector. 12. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDING'S IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -1 WAC. 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation of f - .: nr inh.Y avi4Fik1c% r ^ in *•n� .ir:ni���nu . ?, .'ititiu�^ . . . . 15. • The .ite shall: have permanent erosion control measur'e e after final qradlng has eFinal Inspection. • Project NameAlT P n (Avvi uPh �6 (ef / nstructiZ Site Address ! Z ity State/ ip: /c/, ti, / ) , 9. 7,,, iruj / 6s T ax Parcel N umber: 0 `i 0 UC� -� cYlAS- OA Property Owner: G tL ` n / e �'t 4 -- f r �fil7 l � Ph . 5 (o 879 DSO q Street Address: .-3y 7 9 fit -tv r>7� i ty te/ i p: l is�- �o►wijl C G S t 4 99 Fax #: Z o 6 Z SI ? /138' Contractor: Co °nen, i S A i- 5 . 9 1 (r 1v0►r Lk, 54 Phone: adios 9 7 7 649 Street Address: IL/ I S MevieLc,n F City State /Zip: Ed Lloyd L s 4 Sir Fax #: 70(0 927 CSZG Architect: Seo4v L` //(( t 5 ,.. `` t //7 i. e - Phone: Street Address: City State /Zip: Fax #: Engineer: h^ S R L,.Y1'rG /' U n De n n Phone: 20(0 939 I ? 7 Street Address: ,' I City State /Zip: 3SC‘ 9 (g i -)-- Ave § e ii- Lbvr,. 95092 Fax #: 54 r Contact Per on: n C n I C, ac r i t State /Zip: CGt �ll�r l� Phong 71 S c)3g 0 Fax #: 71 q.o0 117 C } :56642 Stre(e��/d sss: Tl�a�,��� 6 Ll!'1 > Description of work to be done: ' o n 16 x6 a rlitee4.01 Poork /►i5 .1-- , 4-6 ��6 e-...- Existing use: :: Retail ❑ Restaurant ❑ Multi- family RI Warehouse El Hospital ■ Church frl Manufacturing ❑ Motel /Hotel ® Office 0 School /College /University ❑ Other Proposed use: Retail El Restaurant El Warehouse Hospital Church Manufacturing CI Motel/Hotel Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes q no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes S no Existing fire protection features: ❑ sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1-1 existing Area of Construction: (sq. ft.) 1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes cfl no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets �--•• r �� • v I • . r 11 arid - 4 _ ♦ — L Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUI " VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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'OFTHEFOLLOWINR:' (Additional reviews may be determined by_the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): 0 Cut Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Project:Num PermIt Number: ❑ Water Meter /Permanent # El Water Meter Temp # El Miscellaneous Date application acc: . tad: Est. quantity: Date application expires: C:TPL :kMIT.DOC 1 9/97 FOR STAFF USE ONLY gal r El Flood Control Zone El Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. PLEASE SIGN BACK OF APPLICATION FORM Applicatio tak by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: J -- Date: . 5' j� 0 City /State /Zip q j _ Print name: p w SC �°- - �-- l�Q P 3lcU r� 7q1 5 �, - L v P 4t �O ` 7c1 SO 3S 9 8 3 ? R Address 3 706 7,604„, I% j_ w temu ` e ALL COMMERCIAUMULTI -F Y TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MU, BE SUBMITTED WITH THE POLL'. WING: ➢ ALL DRAWING'S TO bE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 'STELUCTU - INEER OR CIVIL ENGINEER ➢ . LL DRAW H ALL 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) V" 1. North arrow and scale V 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements V: 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) d 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries V 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) V 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 ►/1 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 tl 12. Lowest finished floor elevation (if in flood control zone) V13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ .: Floor plan: : location of tenant space with proposed use of each room labeled ❑ ❑.: , Overall; buildingfloor ,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 ❑ ❑ 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. ❑ ❑ 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! AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERM1T.L1f)C. 1 /29/97 *+4•k:r47.4'.* • *4I v! *k4i•i.k•�tt kk�4h.C¢ir **A *Ah*A*.kA:* jL*4•44.14":k*htil**k G3 • T`f l: ' ; 0 TU KW7.L't , j :14 TRftNE MI T y4t .*; *Ah44s;14,:'.4 . 'i tA, kr,, k* k4 k. Ak=. 1*: A A* A* j rk kA? ti k:4hk.k?4 hkA ; *A k• k*** • A' f RE ` NVailjEt " °:,'R9700788'':?lnnclu,Iit.. . . 2.46.18 .06'26/9.8 1 4.:E.1, 0 PLv :men,t L'ietlhod . . CASH> I4o i;'i':arr ::AV UPH0.1 STtER'! • t: .In UL l i rM it ': Nq t . ,D98 .-0404 ` 7..\ oe ,r,:• D DEV. EL OPMEUT ' , P Lfti I IT P LVa: . 004,0,04 .0 t35 r1t e,4.4ddi:e,s4»:;146 :12 t4I.1:rr :yRv : -RRD. Totn l I?,t'C�s. 0 41 3 , 3. a:vmerit 246.18 Total ,'ALL;;Pmtsx ' :.: , 04Ei;89;; it*A -11k*9 * k. rt*' k,l* k*' t. ir** k. Alk, F* A. kA•• hk: A• Ak:+ F.* is* - AAitA ii14 *i; *, *A.A•ir,Fy4**A:. *k•k9 *it Accuunnt Cods Dpsa,t 7,ntign , Amoui ti • 0.00!945 :.1330' PLAN! .CHECK .: NONRE5 24 .'.88; (3f1p/'38t;.10• .:, a" TA :T 'E. .13UTLDING.:al1RGl•1(4RGC r 4 :, 5 t > • " • • , .• • „ • • .-, 4 * it'lle kiti:t14 IF:4c..k.lv 44-::•,.C**.A;! /..4:•,Tir :lel ft* , A 5Vic, : .** * * • ii.ii.* 4* W.k A ,104 A 1!,A lc 4■• i•-•.4.,*'24 , , C•fT Y.';'i. o F. ,•:• tli K1,1 1.'.!i:H.•'W fl':::•Y •••••,••••-:' - '. ,..•• .. - ••:• •••: . . . ' .: .. -•,', •••:•'..:-'• •.-..-:•-•:•• IRAN .111317 .--....'-'';'••.•,•-•%.••••::' '• ,•:..4 ;:t4,1/4'.k.'?/i,,,.;*',,%;c,i..:kikir'.k.i...4•••44....k-.4!::44.4.**Ai., 4 ,..k.k.+ 4i)C -1■4.,.4- •'' .k A . 1•'-.k":4 •ir ii :A '7k * 4r.: ' '.;.).,:::::,. ..• • t "4 in eiry.'..tf•;...- R OP 76 O . ..0 mount r.••.• . .;'6024',71:::01/09/98:.. . 1: - . ; - ?:' - :: . :',,::!;•:::. i'...i.i:-.4yiiieiit'-': tip C H L C I H . b1C-..:•••:. Siii*tEt*.i,oRi:•:".(41RT'ORT '..V.Att:E•Y: :•'..:: .i.iiii..0;-.13,1 ,:'•:'" . P t ' N Th. 'D`48-'0004. ., T yp DEVPERII -. DE VE.111 ME NI, •••I k.R.M I I -. •,,,,,-;•••„,;.,..::,••.: .:,.-y.,-,• --,:,....,,,,,,...,.:.; • -,..,, •'••;','•P•aii.661 : -.• • - - .. • • - .. . ,.., . : . , , „ . ' ' ' • . - - - •• • . • ..........,..,%.• •. ...., , •,...-.,.. . ••••:„.. , .... , bite . ,, 2 R44 i'.p 1 R 'i R 0 S '• ' •• • .' • - • " .• .. ....„. , ...,,••...:, . ....., .. , ••,. - ,.• , .., . • . • - :. , : • • . •.: - , • .„. .. , . .. .. - •'-•-•••,:• •`: •-• • • - • - • - • - • • •.•Total.- „ ..H . : -. :...•:134839::: This - Payme nt ...!••:::.• • -:, ••:. -,••' .:6:d2.:.;71' 'fci t a. 1 • AL(HP.in•tsr: :: ' , c02 71 . , , ., ,..:‘ : .. ,,..... : ., .:,-,,..., . ..,• , ,..,.: .• ,...,.... ,.. • • i . ' 13 a 114i1ce ::„ .. • ' ' . , :•2.46 «111,- • i::,;...: ....r ;--:' . ' • ,•.- '.:.•., ' * •4c.Oount.:.Ccide -...'..:: ,: '.. .,'::'D.6sey 1 cini •,, • •., • y ' ''. ',:-..•,•••: ••..,.., '....,: 0 ''•:.11111' ,'. - r 2 ....'''....4' . ••••'.'-' , ..' . '''':::-..':::: 00/3'21.:. 100 , -'' !..'-'•• •"."'•-•11UXI.;O.t NO ..NG „ 7. : NRESI-' ' ... 1.•...), :• •,- : ' ..' , -..,• •• ,;,. • ,..., 000/115 - :::::'„ P111 • -ItQNft ES - , ...„ , • ... , ..,. • , ....., ... • , ... . „ ' : , ..".:•....., 5 • • •-,.."'•••:‘•:'• • ttl r- NO Os. R8 . §1 • ?)g- t, Proj?fr I trio'r•-f-•‘ Type of I ,... .. : Address: ' .,.., 4461E- r i. i 774441 Date c Special in in tructions: Date w 40 ,..../ 020a, a.m. 4 " 16 7 7 7 P.m. ReW Phonno ...,6-71_9:57 PERMIT NO. . A (206)431-3670 pproved per applicable codes fl Corrections required prior to approval. COMMENTS: 4W, - TO rr Dat .gV93 $47 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *� . u �/J (/� r 1 'Type of sp chi n, / // / rllfj ��� JJ �ft7 / Xt 1' S Date ed: g" / /O /p.9 / Special instructions: ..-..r_..w::: •w' Date wanted: /� / a.m. .m. Requester: Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sf {u 98188 COMMENTS: 6.2 ' proved per applicable codes. INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTIO ' EE REQU ED. ' rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Moject: nk ) kV\ e of Insp lion: X\ d4r s : called6 a_qq SpKcial,instruc ions.,.. . ‘Cik0 l ik UOR■ Date wanted: a- 4-P1 a.m. P.m. quester: ekk P .■rooatilviv. tr Phone: 4 be-Ao(1 El Approved per applicable codes. re ceipt No: INSPECTION RECORD Retain, a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 , . Corrections required prior to approval. COMMENTS: pee. cy tle_. E)c_ re;;Leorraa rAilr-41 Ala.. Accz Insp, /J / — 0 $47.00 REINSPECTION REQUIRED. Prior to ins ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: tvl •r..tet . . — Pr. iNarnil eoate/A9; Date called: c : : 4/x/99 d s: iv._ i-. i it'd pedal instructions: ' Date wanted:/ _ /„ f 9 , ; .$ii► r ( / p.m. Requester: Phone: oto �.ew70 r 30; �,r.. ,: a iir -: - ..x�^� >` , >fl'.t. �ivti ;CFiSs�.�•`:;?.al:i ;- � ?';,. A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION •- 6300 Southcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: tor $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: %1 Projec • re .-- Iii Typ nspec 3 /a hie77 0 Addre s: . / C /616* r17-4/ Date called: i ‘••••"" Special instructions: . Date wanted: P.m. Requester: i/e' • / A.11 Phone: o Vfr 99s- • INSPECTION NO. ■ CI , BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7r' i4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro ct: itVV/ a IS J Ty pe ns :� . . � l Address: la-. /f_ / i Date. called: Special instructions: Date wanted: V 99 Requester: / Phone: 47z ,is:s : �.;Y�j' l.rtir...•17:i .,.r_ .'�rY::.f,:�i?1n'.fli . PERMIT NO. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 9818 0 Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit (206)431 -3670 >orrections required prior to approval. COMMENTS: I`T` (`- 74efee___ ze /I x_(1 " .t- -Al O J% © i 9 - orAI lnsp d $47.00 REINSPECTION FEE REQUIRED. Prior t• inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: V 1/ opi4oc.s T e o nsp tion: c rt -k., d r ss: Date called: Special instructions: Date wanted: a.m. P.m. Re % ye2g Phone: re or INSPECTION RECORD Retain a copy with j)ermit PERMIT NO. INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION `. 300 Southcenter Blvd, #100, Tukwila WA 9818 4206)431 -3670 . ;Approved.per applicable codes. orrections required prior to approval. COMMENTS: ' p c 54 (e, f 14 r T) e-' $47. 1 REINSPECTION FEE REQUIRED. Prior to insper ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iYM�Y.. tn,}. re' f1' �34IA41i jG' e tll :l Y.t.,41..LJYL'.rk4eiibriAti..,. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO: 'CITY. OF TUKWILA BUICDING DIVISION 6300 outhcerter Blvd #100 Tukwila, WA 9818 Pcp; • ct: 'Special instructions: T p of Ins • tion: Air ate called: Approved per applicable codes. Date wanted: a.m. p.m. Requ :'��� Phone Corrections required prior to approval. COMMENTS: l"� /�✓ k7`274 C✓4 ©� q E] $47. ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; 41 Ig• (206)431- 3670 .. :� . ..a.i st.lrl,n1Rt ••i �:r,n,.�a A.vavu.ai:.iV.n.�r�a ...,�.�,.,... Project: 4 ' 7 G o f Type of inspection: 1 r<, s�l�� - gin Address: 1yG lZM1; �7 Date called: )2/7/96 Special Special instructions: Date wanted: aC.� yr >p.m. Requester: 1 �j/ r Imo, \ Phone No.: c c76 c243 - 33'1 JApproved per applicable codes: J ] Corrections required prior to approval. :COMMENTS: e. : - .1- t%/ % 5 Clz /.L ��C y t, tO /' ;f € cM,'eirtd > (,/(17 4 f ,1 4.7,d INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 206) 431 -3670 Inspect Date: ffirtitIfFMNIII1 _I $42.00 of EINSPECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspoction. Receipt No.: Date: I NSPE9TION RECdRD Retain a copy with permit �tb0 PERMIT NO. INSPECTION NO. CITY. OF. TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pi4 Project: (( ff Addres L Approved per applicable codes. Special instructions: Type of inspection: IT T r i k Date called: 1 t y Date wanted: f 1 a.m. )5 W p.m. Requester: Phone No.: ' 0 La Y - 33 a5 Corrections required prior to approval. (206) ' 431 -3670 COMMENTS: E $42.08 REINSPECTION FEE REQUIRED. Prior o. inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITV' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I P . 0b0ct• ' 'Add Approved per applicable codes. Type of inspecti • n: , ; 2t °trj r'i Date called: /Q g.m: Date w / ,r3P0°-:a 0 Corrections required prior to approval. (206) 431 -3670 $42.00 • EINSPECTION FEE REQUIRED. ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 INSPECTION. RECORD Retain a aopy permit INSPECTION NO. CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter:Blvd.,- #100, Tukwila, WA 9818 Project: / Type of inspectio Date called: Date wanted: . s((, a.m1 Phone No.: per applicable codes:' MENTS: Corrections, required prior to approval. $42.00 REINSPECTIdI FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.' I Receipt No.:* Date: Project , ( . — A...., Type of inspe bon: J. Address: • _ _ r t#7 Date called: Or IP M Special instructions: Date wanted:. Requester: Phone Na: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: I I PERMIT NO. 206) 431-3670 Corrections required prior to approval: COMMENTS: 7 3 Inspector' -(160,1 Aeze"f Date: c w 9 , 8 $42.00 REINSPECTION EE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Project:: Type of inspection. A d � rp$ (At I` X A� -y Date called:.. / ` 5 " Special instructions: '', ` :. 1 r >..... : � Date wanted: a. m. Requester: - 1/71r1 Phone No.: 2g�� 33 INSPECTION RECORD Retain a copy with permit INSPECTION NO. .: CITY.OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100; Tukwila, WA 9818 f Approved per applicable Codes., PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMEN • $42.00 REINSPECTI � FEE EQUI • ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Needs shift inspection Permit ;N City of v Tukwila John W Rants, Mayor . Fire Department Thomas P Keefe, Fire Chief Suite Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: C .'INALAPP . FRM zed Si gnat e Authori g Date Rev. 2/19/98 •T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57.4439 AIRPORT VALLEY VINYL DATE: 11/6/97 UPHOLSTERY ADDITION PLOT PLAN •*:•':••-' • ..;. F r m 1;1*V ia\NO NPPOV rINI I IS 19913 . t-t) BUILDING DIVISION tlx9 Otlt.flY-`14‘'). rt. . 0 00 'VA '1° ( sa frej SITE PLAN SCALE: NONE I A 0 , - ; • -; - PERMIT CENTER Copyright (10 ConpuTrus Inc. 0 MI _ _ I I ....-"'`.........E1— - • ----- = EXISTING BLDG. EXISTING .... . BLDG. ,.. . .. . ExisTING_ BLDG: . • ' - . --.-: 26-10-09 -.,-,-•.- t --- I :•-•.:1 ; _ i ".•- g 14- -... t -... I ... I : -...„ g.;- .0.., t. it-00-00 ":-. • .. i) - 7. 1 . - :ia - ,,....- • 1 . -')71 . - - . • 1 .3 i---- • ---- - - -- • -- ---- ..- •-".-.E3 . -. . . ..3 . . .. ______.. __ • I I I I a .......„-:..:.., ....•r ... - - . . . . . - _ .... . . . . ......— . . _ . . .._..— • arC Ei ...— = ,..... • -,..;,..,; 4 -. ..,- c:-..-2,--. . .. . ADDITION (21xvi egi Ft_J---_ • - - .r� Iti i anp , - _lirliagiumeLlICIAD-SIIIIILL- TUKWILA. WA 98168 ... t • >. ... . . - .... .... . ,... . . e KWILA- " VALLEY VINYL 1 ADbITION . . ..:. kt _____ I •--,•: .,. ,.•:„:,.;.:.,--- 1 .t..• kr: 6.4 ;,--:. .:....-.- c/o ::::,_ -..... .. . ...... ._. cm c=>. • I en . - - " "--' " -. G.A. . _ . -,-,--.9-- , „ - I . -. - .- I -- --..7 ii . • . -;...• •,- .z• ,- -- • _ .r. - "• 7 ......... -,. . • .,..; A-I '''' .... . •. -•-- 7..r. ';',.-.."- . ... , . r. ....... - • ••• . -. • • . . -. • - • • • .• ''.'... . .7; 7 7 rf.F• 7 ;*** =.- - --..•;;:-*:-. . • - **- -',.1 - •"----.*: • • '' . . ... / _. : .. 'I.:: ....,. , 7 - - • - ,,..›...... - --- a -s-- . — ...... . - •-• • RECEIVE - - odn ._ . . . ___ ( sa frej SITE PLAN SCALE: NONE I A 0 , - ; • -; - PERMIT CENTER Copyright (10 ConpuTrus Inc. - : :::: ..- 3 I 4 4 :C b•-■ ...- ..... • 1 • • PERMIT CENTER C1100_9111t (c). CAIPPuTrus Inc 4 EXISTING -81 SITE PLAN KALE: 1-4rArr €L Cyr'- ti , .',awr„o::rui, 1.1 rn PORT VALL (1! fl NOrth, „0 144 II pF9 Mi T OB 1 .97 11 0eAM' tes C. S,.. -.. r;l;' :'V_Y '.t:.ra7. nt::.k9! witf DCD` PIW Pt S 4th £.r- l0 4 tar ma y ,,,, p�m�nytnW+ i k�. N'/ 1J.' ItYJ'. ttG.f��V 7Kw � t � YRi3: � 5Y.l � MY! � 1" � ... b _,.,.,.,... Ii 0 8 c 54PM TU �LA DCA /lW...— 401,10 '1 i K p , k 10 VW t 1 i N A 0 ' I. i ¢ 01 NO • $ I I C ) pd1Z I app ' v 8 . i ( 70 194.3 �• a 1324,34 c 43 V 3,. /Lc. -000 PNOJEC ► DENNEY 1 0809 19161 I Auburn, Wra Phone & Fa 1NC. � CT221997 CITY Of APPR Mpy1 \I ED $1 1998 BUILDING p ON RECEIVED CITY OF; TUKWILA J i PERMIT CENTER 9 • t D. L nur fir EN EY ENG 9 Met Pig.: e RN, WA MN** E $ FA X2004 • TRUCTURAL Loc4 0 1: s /, 0 ps : ps 1.50 p3 24'0 ps 1.0 PS ' s •1 ar 777/ tOdiA 77y cit. OF *4. tvt. bm. 35(0) .11-' V 720 (2e. ", 7 .;1 1 90Co) '720 es 3j ,• , • , • • • •- 44c. 91902 39.-1373 I 0 SERV' 85 Si -6=2 fe 720 .3240 6-. II 0 (86"3 • -Fres 6 r ' 444i9 I. . 5 )( 20 1 • _I. • Use asses 0/22/97 Paso / RROBr VA 444V 4A/Y(,, o 444/ Cor:540 tt psi 24."0,c, 6 44 / RECEWED CITY :OF TUKWILA EVA 0 PERAilT CENTER 33) / 634+ t to 1,1 z" k1 "4 if N 'EY ENG4NECIII0 I NC. 0 i RN, WA NOIGION 9 092 8 9 191ii AVE. SF ONE $ FA (209) a39 RUCTURAL ENOINEE , fo 4xp, 13 l ees% r ; .4./6" fiv4:e. 2o, 3>ei4eki. a /3. e l orf 5.!.- 2,0/ , p w /3.7 /Psi 4 0 SERV D 111/22p7 itiwoR4 1/At.e.Ek° A/) • 1104ORY ADD F' Ce4feehtifi4lm rne. 104/6/7ciot4l14l. cobtAo C. ong7/ dii7 it ;i0/ r . /T 3,11 1.544);1 .. /3. 2 66 05 ........4... r),St Se.- &Aid( . f Is 1 i.q[56e1.)1 4- 13 217,c000 et:mii :1-.41n(?: 41 The? J • Z'onie 3. Val arc . /ii, r.... e yo , ID (4o) o # iey - o)(.3i-/ /41 brt• toe N • 7 ag#40)(1 .6 1 3 r- eleJo 1 . /o 3 '7€, (km)) ir-r *76 I* ismic 0 in' Is 07 44 foss /47 i 6' -1- i 59/ 4151e415 e a)/Ai )7 "sr 5277 113 4. fosw )0,6' 2 Part ' FITYRE)F9-17K°1/41, cs, Perimir CENTER DENNEY ENGINEENG INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939 -1373 /1 STRUCTURAL ENGINEERING SERVICES Roof V /4l ( ?rn Lon ytaa ?a/ Seism « /s = 79'7,0 y 72:170/11 . = 78: psf 50 Date /O 2 q7 Page 3 A /RPORr !/ALLE) AVYL L/PHOLSTER Y ,4D0A/. FOR COMPotvEA/Ts Nu/ me . to WI r G fiyamod aig6/ocke4 2Da/ nails or 1s ga. X / 6 / 9 " . s o a p / e s c 4" o. c, & %oane./ eaves anal /2" o. c. ih field 54r Walls fro7it ('7 Vehicle. door) Lo'nyi r —7f�7a Lenq'is 24uf 4' =30' 7 /3/ 7F7.0/2- /3/ � ase !3/ c /44'' 6-noufi TIZ 54.cds � i -- See p. ©ver'tccrhr' (check to /3a��. / ) Nor _ /3/(6)05)=- /479'0 OL = /' 2 /3)j2d(/ 4-15<')J = licei Net a l .1 /,7Y _ /0 = /266 4 r 6 2 to G ktd the �8'' r/ -// plywood wried @ 4" 0,c, a) flak el edjes /2'' o, c, /h /-t / a/. the s «sum NQPAND ,4old ©ums ea o!, aibie of each shear wail "110 //d nai /s. in d /•'sj ids Cll Y p OF TUKWILA / PERMIT CENTER • 8TH TUAL ENO e of e :OEN 388 AUB ,54ear 4 (do14/4 tefet 44 71)22 C4 .5 713)7 Le.4 s 0 2. a opt, • 111. (Noe. or vo(2/3 (4 ege;afifc 9' Usti 0/8."h P I ea h Oldea . /;1 ch i nfuds P.4471:S* 46y Mop' ee6 0'70 t6' )(16.5>ig16€60 )( (#694. /6 04470 .61,4 4,.t ..., I/et A/40 -nee a /els re 13 oat" eo Papp PAPRr 14144Ei/ *14 ffiG+..freirADDA4, Fb.R doctieriii5403 4/1/ relc. 480* /012* evady •004 14 1:iew 4t • 0.c. 4:fie(ci, ,the iikfisory 44 dihe,4 r woe zfieo e a4ea)P )0, 'Fs Ar 1e4 .5.1Wa on- op ruKvvILA J;l1,7 0 9 PR MIT CENTER II• 1 I 'loci ■• .1 • 11 AU PH Wiolyt000d 'Pod 71 1 ..Spact'aq 6 ' o.c. 1 Seructa ai 1 Pi? Cale PH/ Rec, 5frct,;19 4 ime /es.t 5'fructitra/ p DEN Y ENGINEE :3880 i1.t 1E. SE OTON.98 9 9 FAx 08) 939 i STRU TURAL EN1 EVAN 73 ENV ICES .SHEAR 1444 L RED+0415 )7 6- 41,001).5 or 7044/4 elec-91 REF: 1074le 23 -it- k-.L tac-v 1. thiood 'f??d Or /' d net)/ CAI SP 44 78 71e*i/S \ 1 . 1 r gOiiif 6 o.t 1 at t PIO . I .S •r= rem 4. Recht •:; to,n a 0 acitny 0 rueta.roi 1 COX PW • Redswti 3 3 0 oat* 97 PIP MIVIRr 144.4Ey 041 LS E /9;)/(.41pmpOetievrs AV z DENNEY ENGINEE,NG INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939 -1373 �/1 STRUCTURAL ENGINEERING SERVICES tcd co /unin caps cItic Gate / 97 A /RPORT 1/.4 LLEV AVYL UPHOLSTERY ADOM FOR GoMPomveM73 Nu/ Zac . Checi4 /th d 9 ' &re y Loads oii /5 45610 @/a/ ASS-lime. 2 x to hMF*-2 Seed, grade =P.25 Mz 5= 7.5 .Z " = 20, go ri uJ�hd o tF = 75 psi repet. = /27O (/. 33) _ /69e = /.3x /d6psi* /l = / /3) = /580 jp Oslo 'away Load ,er s eed ' • P = C35)069 f Joe/1/2)i 0, 33) _ /05'10' L stud U, — / 3.2 (l. 33 ) _ /8 M = /8 (/5.25)%8 = 32 / tVec - 4 Nos- ' eas is / rent. /eve ' ' [i -- )/(/ ,L. (F/ ) ._ ,(f /F* ) 2c/ % 2 c ' Pct _ ECE') C'= a e r Satom /um4s•r' (-4 / G02. i = a 3 Cyr visu.'i/y ?ra de d /amAer. A; z--.. 40 i= / 5 . 2 5 / 4 /d = /. o ( /3, z5)(I2)/5; S = 33.27 F 6.3(/.3x/0 =352 psi F* = /5fftpsi) ,. 33.2:7 /./ _ /0:9177 _ /./f3521i5g0 2 _ 352,.', 260.8) l 2 La 8' = /5 -- io. 56M' - 0.279 = 33s /nst' . _ /050 =12.7rsi < 333 /s� O/< 3.25 A i - 523 6 _ 'F30 psi < //O90 psi O/C ci - 7.S i f � ty (con eV penm ieRIVRT VAL[.i Si' 0/tea. aPNOISTFR Y ADAM ay Cp4p 0164/7 4 / .tic. MO, EV ENOINEERI440 399 9 1919t. AVE.; sd , AUG t rIN, i WASHINOTON 19190 PH A $ ; FAX (2)0) 939- ENG INEERING t / 04 4 iinc-Aor it nSa • 1 44 SS ; i tp yes r / 0 = ,MaKi , . 73 ERVIOE8 /4s. Ae6419 of • ig./496 4: 36 1154 V 7 • - conti4 Ito us 614440as, & hoo+of fat 90-ile)(434) w9645 i 1 1 I C 1 gdnat I 6 ie • ..5 /e met 1 e tioilia 9 : 4 7 i t ) .31/4 /Of eni ' 0 mile •, jo 1 404;t ore Witt 1 .1 //t 1 ttame/ t • Ad. 6 ateki.*/ "tik,4., /Waal": ri = 1100 ;lows / do eati;•ti, (( 4ii;1 or ... 1),Eii: kir 4 . Prv i " r e,ENr 4o Or C. �� � May •7 , 1998 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 - Subject: Load Analysis of Existing Bldg. Wall Airport Valley Vinyl Upholstery Addition 14612 Military Rd. S. Tukwila, WA. - Permit Application No. D98 -0004 Emerson R. De ey, PE WA. Lic. No. 9788 encl. 111*.1Q1VEV ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (206) 939 -1373 To the Person Concerned , This letter and the accompanying calculations and sketch E"re provided in response to your department's review comments dated 3/17/98. Please note that the method of support of the new roof trusses is being revised to eliminate the ledger and to support the new trusses on the top plates of the existing wall, by lapping the new trusses with the existing over the wall. Also, it is planned to replace the existing headers over the overhead door openings with 5 1/8x18 glu - lam headers, grade 24F -V4. A sketch of the revised truss support detail is attached herewith. Calculations for the headers are also attached herewith. Also, calculations verifying that the existing 2x6 studs are adequate to carry the new and existing loads are attached. You will note that the stud capacity exceeds the actual load by 69 %. Analysis of the foundation, enclosed herewith, also indicates that it is adequate to carry roof loads from the new and existing buildings. Please call if you have questions regarding this report. Sincerely �Py 1� 1 '6c 'To 111A c►N y F 0 to vow c ogefk D18- 0004 •• , • • •. • ,, • , , • ':• ';',..:'?•/ ? /1/RPopr 1/ALLEY 1/ Clp/oLsr,E ApP/v. /46(2 M//r4/L 72.//J/ xppt, AZo. Pcek New TRuss /24" 0.c. r-x(5TICT TRUSS • .• H1.,5 ONE •• • • • • • • • • StMF501.1 T(E. • (2)-16c) TOC-NA (L5 2.veo STUD WALL TRUSS ,.5UPPORr DETA/Z- /47 Exis77y6 23L.P6, WALL I)ENNEY EN( ;INthilNG, 38809 191st Ave: SE . Auburn; Washington 98092 Phone & Fax (206) 939- 1373 Goad Analysis eFexrst'9 tar, 1461/i N4i /itary Rd. .5. D48 -0004 By ,Eiel o.t. 5/ 7 178 , de6e •' DENNEY ENGINEERS3 INC. 38809 191 et' AVE . SE AUBURN, WASHINGTON 98092 PHONE a FAX (200) 939 -1373 - 1 STRUCTURAL ENGINEERING SERVICES z Dumerdarxs za /hstd //S4 x /B. GG ?f€F -✓* wt. = 3z(�» rz s) = 20.0 % .3a y 20 / Oat. _ g - Pag_,/ ,4rnp'RT VALLEY f(NYL //PHOLSTER Y ADDA/. , Exist'' 4/4 wall Load 841 geac71er over /0'- o doo r opel/U.:if in e V,S2f1-ty 6ul /44;9 an = /D! g a T 6. ell/W/4 - -T-(4 1 10 f- 40) = 4 l7L -G to /-2S =351sf • Zd = 35(40), 20 - /4120 � / Zez = 25(440) ^ /000 #/ Beam Prooerties ¢ =5; /25(!8) = 92,25'' = 5,1z5"(r0 = 276.8'' 2 5.12509 = 2440 " =165psL �6 2¢00 /2 t E =1. Xth , SL V • / /o/z) = 7/00# = 7/0(' o _ //5 psi < /!o5'rri y z . 25 M= /4 00, 33) = /8, 94<0 # -_ /62 9''o(/z) ; 82/ psc: 200 fist' D /C 74.Ee .4 = 0.0 /3 ( /4‘20)( /6) 4 2)3 o. 07/ " - ,Q /69.6 /0 < A tt. = 0.07 / (4 z o) = 0.05e ^ 4'%o 5%8 x /6` GL 1 24F -1/¢ Ok OX `, ' � • Date . "90 Page s ? A /RPoRT 14LLFV P/A/YL 1.4 ADM 1/1 STRUCTURAL ENGINEERING SERVICES feise9 41d . wall • load aii0 DENNEY ENGINEER& INC. 38809 1919t AVE. SE AUBURN, WASHINGTON 98092 PHONE $ FAX (206) 939 -1373 aAeri .2)(4 Stud Wa /l tb carry n¢w akd e/as6N9 rnofloads 4ssuane //, 2 ,s tu.ds 5,' c /nr9 = /lo Load per seud /4 _ /8 '70 .stud C6,oac/G:y RecerieWeeS BC-?64 # NDS -9/ Formulae F' = TO. (F /F *) _ /g/ge /Fl9 2_ tf.E /4. (igc -90 2c' ' C' 2c F e = A E = a6u/ated �j values x a// a/ 0' ad' {actors (le / c' = o, a' for sawn /unn6er ,,thuds C' = 0.9$ for .roun 6;vizSer'des c'= D. 9 for q /ec - /air, ow/urn n Ice = a 3 ,',r• v/ic�a //y 9ne ded lam14€r' studs Kee = 0. ({ /8 ,br /t SR _sawn /u. rrl4er studs !oi q/u -la ix eo /IQnrts Cohen n, Tyke Cr;z 2xai 1-/ � ' � 2 A =8 �' - /25 psi F = /.3x /a = 40 .e = /4r 4/ = ( /•D)( /4.)(/ 2)/(.3:5 = 30.55 /f _ (/250) (/. /O) = /375 psi it (o.300.3 x / O 6 ) (. 2 = (13 7S) / -A (¢/B//3 75) _ / f 08,5757)) _ (4'8//37 - o � 2(0. g) 2(0. S � o � = ¢/8 psi o 368 /os ViNy 0 ? " C' a a c/ t f o f /- 2 x to s t c/ =. (388)(6.Z.5)- 31b0 > le9e c O ' • DENNEY ENGINEER 3 INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE $ FAX (208) 939 -1373 � STRUCTURAL ENGINEERING SERVICES Date 5/$/98 Page j. ,4/A'poRr VALLEV i 2AJYL L /PHoLs reR Y ADo,v, Exist'? £ /pl wall /vac/ analyst's C o. c o7c exist Foundat'c,, to carry ?lea) roo(load LenytA of you tiSat/ ' / hte r(a c-e 4.13 7`ri6. widf4 pfd' T/X. Area = 44D(43)= /7W sf Live Goat/ Redact/an R.= O.ofq O.o&[I7zo - /5oj= //se l00% ROoFLG = Z60- - 0,603 _ le) fist' PL. GL =/o /0 =20psf Goad per fit, = 20(¢o)= SOd ' Check load on {ha! ,9f side of &door e'orw6.. -,e-d GU/ T! usiiKorin /o a', P= Boa(io /7) = 4 1 GUidri = KW'/ (asscuned) 41 arne 4$, P = woo psf A //o w a 6le p r r /2 = 2000 # /{t. Nez` a fi`e.r^ 6u61 8407' u" load = g,00,9 /20o Leti y o�q, reed to de e{fec z = =3..33 et. =4g each /, 49 7' / ea r-G. war 6-om . sro'e ofaloor: way Fnd tool/ is 3' high as /;7diCa z`'ed a y owners excavatror► to locate .sewer line, 7 eire/ore drs/ri6cc6on oP /cad to 3.33' 41497% off, y, /S reasonable, Assume_ ex /s /h9 1Q D/ sceosoo. .�Vn► OF veoto Gook s • Val.t4so 1.00 21Z :we Nis 08/0100.". WO/ .. 11)12k ST --- r--_, ' e6pralmotTrtxsliVi osno.lcide to Ado o S,1010 -U00. le. ..1.ci‘p:Irtl c. .!... • ,. • . .10 epoo peldOPV,' AUe lo ... _ . . to lenoiddo p. V3 '. ot:Sti.t.10 15L.TELS.19 .1iip 01141.(1115., 918 slenoidde Aoa40 ueid 3.t41 iew.pueloturi 1 •••• •••■••■■••• ' oN itp.seci elect 3 .6t40‘ NOISING . 6E , t . .. , ,----0,3An tis flitOOTS0 Isi,13 • 1 146t J IAIRPORT VALLEY VINYL DATE: 1/97 rn rn cr) • C-) •••••■••••■••••••••••••■■■ ....„ ". ..•, ...• • 11 16 .•1 11 11 14 2 R.. Fib 3 IN 4 rir il a 1 II II I •, • N IrelMiOnMIMMmd7 I II it 11111111111 11 01mdr18 CrMmie NW Gluing vat ON Are % U U SHOO 0115% 000 1.411 1.00 1540% 0.75 1.40 1.00 2040% 050 1.30 0.55 3540% 0.50 195 OAS M Aullmllml Wake 00 0• R oog 11100 1111 00/618 OWN Mml7 delft Vat ON Aar % U U 59100 0520% 0.40 010 100 M 6lu/mdon A sialisdf Opievo Was 91.111 Saba pads wall (04 1410 5&sw ends NMI (ern) 41.15 Reek par msla 4145 NW mob 4140 Floor over ulmsrsd. 4140 eiste.or► psis 41.10 Rode Slows R.10 0100A door U4.50 (lr-Yq *WI kW Orevg Vet ON Ana % U U tiOOC 0040% 0.40 000 100 . 1444 motive. Om Na..Md.niwl an.rq Cede Envelope Summary sack) Climate Zone 1 - ENV -SUM Foam dm/, 1984 Decision Flowchart for Prescriptive Option Use this flowchart to determine N project qualifies for the optional FM60101.44 Option. N not, ether the Component Performance or Systems Analysis Opeons must be used. 1909 5vese NM Type fee mw poems & daanirin envelops npirnnww. re bw.YN l.w ee.pA.m ssun4la M Will heeling : Men Al arm was MMMM ream mare, l7 5a•, aim bm1 ii, ad p v is s Neal heeling *memo and pea Mawne heed In M..c.pi.n M .amok n.loar os. (anirrrwi M ipn0 STATE OF WASHINGTON O.mrk MMmlawe Spec Iweltm roams 1r,i&s use &magi a.lomaw wMnwrrM as re Vasty 11me115 room bearing sm..mmsrR radon.. a* %aped sit NON %we rw MW meat n.r.lana ha, aped,/ m.amo 1.0 wars or re paw anmllaem loss Si... ameepia,s Nat puree one Main& . maMlaem 11ea*i, N vetielis e6 volume mlrrbsM.n goons. Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) . Totals Area weighted HC: divide total of (HC x area) by Total Area HC it Area if the area wsighMd feat capadty (HC) of the tail above grade wall le a minimum of 9.0, the Commie Masonry Option may be used. "For framed wails, assume Held .0 unless calculations are provided: for all other walls, use Section 2009. CITY u f E ibKWILA MAR 0 6 199E PERMIT CENTER Space Heat Type 0 Electric resistance • All other (see over for dsfnitions)` ft tft>rJ Glazing Area Calculation Nee: Below grade walls may be Included in the Gross Exterior Wall Area If they are insulated to the level required for opaque wear. Total Glazing Area (rte opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV•UA -1. Gross Exterior divided by Wall Ares Wass 100 equals X Glazing 18.0 + 2290.0 X 100 = 0.8% Concrete/Masonry Option Check Here if using this option and if project masts all requirements for the Concr.SwMasorry ® � Flowchart (over) for qualification" o Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic Date 2/24/98 ""....- All Other Roofs For Building Department Use K -11 Opaque Walls Applicant Name: R =(9 Below Grade Walls 840 21st at. as, Auburn, WA 98002 Floors Over Unconditioned Space 1253) 539 -1111 •-+• Slabs-on -Grade •■•■• Radiant Floors ....._. Maximum U- factors Opaque Doors Q . by a Vertical Glazing 0. 90 Overhead Glazing �--• -a Maximum SHGC (or SC) Vertical /Overhead Glazing -. I .- ---- Project Info . Project Address Airport vinyl Date 2/24/98 For Building Department Use Applicant Name: sanoni a associates Applicant Address: 840 21st at. as, Auburn, WA 98002 Applicant Phone: 1253) 539 -1111 Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Coda CompM• nos Forms 1994 :lington State Nonresidential Energy Cod lance Form Juns.1995 'Project Description 1 0 New Building ® Addition 0 Alteration 0 Change of Use Compliance Option 1 0 Pntcxiptlw ® Component Perlomwloe 0 ENVSTD 0 Analysis Systems (See Decision Flowchart (over) for qualifications) Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces* I 'Refer to Section 1310 for qualifications and requirements Notes: Opaque CornxeteAMasonry 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 2 9.0 BtWt'.'F 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 RECE CITY OF 1S PERMIT CENTER 1094 Wa,NngIon 8194 NawUd.r d& Errr&r code caneWee F. 1994 ;; •Thington State Nonresidential Energy Code .',lance Form June 1W Project Address airport Vinyl Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: It glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used Target U•factors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. ig: d3 3 I Building Component List components by assembly ID & pate U. 0.900 Plan ID: U. Plan ID: U. Plan JD: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. 0.600 Plan 1D: rwr coon R. Plan ID: A. Plan ID: R. Plan ID: R. Plan ID: R ID: R. Plan ID: • Plan ID: • U. 0.600 Plan ID: WAGS DOOR 1.000 200.0 U. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. 21.0 Plan ID: 0.054 R. Plan ID: R. Plan ID: R. 19.0 Plan ID: 0.062 R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) • • i 0 Electric resistance • All other 0.8 t Prop. 140. 01 Max.Target Ora • No 0.600 21.0 12.6 1935.0 104.5 1971.0 122.2 Note: if insulated to levels required for opaque walls, list above with opaque walls R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: Proposed UA Target UA Udactor x Area (A) • UA (U x A) U4actor x Area (A) • UA (U x A) 0.900 10.0 16.2 0.900 18.0 16.2 0.730 280.0 135.0 98.6 Del 2/24/98 For Building Department Use 'For CMU walls, Indicate core Insulation material. Totals 4360.0 634.0 Totals For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target TotalAMEIVED CITY OF TUKWILA MAtt 11 6 1998 i4 Building Permit Plans Checklist 1994 Washington State Energy Code Complance Forms ENV -CHK April, 1994 Project Address AIKPORT' VI• rate •2- 24.98 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle one) 1 Code Section Component Information Required l Location on Plans l Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type yes no Electric resistance no n.a. Other Indicate on plans that electric resistance heat is not allowed no ti r. -ms- eate. spaces ems- :ate • spaces I. : ntsse. on pans a ow Insulation no n.a. 1311.1 Insul. installation Indicate densities and clearances lip no n.a. 11. • • • Ices sng snsu . ndscate • -va ue on r • • sections or attics an' of er roo s; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits • • (GO no n.a. _ 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -till core insulation for masonry walls as necess; Indicate heat capacity of masonry waifs if masonry option is used or if credit taken in ENVSTD; • yes • n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents yes no d 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected yes no dii 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 110 no n.a. ..— 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area I CIIP no n.a. 1312.1 U- factors Indicate glazing and door U-factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, as fillings yes • d' 1312.2 SHGC & SC Indicate glazing solarheat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control • O P no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side QoP no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. a t no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section • =s no .a ' 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no ilgals 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage MI no n.a. s no n.a. 1314.1 13142 Bldg. envel. sealing Glazing/door sealing Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstripping y .s no n.a. 1314.3 Assemb. as ducts _Indicate sealing, caulking and gasketing : - SCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) ,430, no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1994 , ihington State Nonresidential Energy Code C no is circled for any question, provide explanation: lance Form ENERAL`NOTES Building insulation is based upon space heat provided by the existing gas unit heater in the existing portion of the building. Batt insulation shall be face stapled. Maximum NFRC certified U- values of window and doors shall be as follows: Windows: 0.90 Walk -thru door: 0.60 Garage Door: 1.0 I nsulation shall be provided with a vapor retarder on the warm side of insulation. W indows, doors and building seams and joints shall be sealed, caulked, gasketed and/or weather- stripped to minimize air leakage. For fabric specialty shops, the estimated occupancy is 8 people per 1000 square with a requirement of 15 CFM ventilation per person. Addition area is 2000 square feet, resulting in a total requirement of 240 CFM for the addition area The existing building is also 2000 square feet, requiring 240 CFM ventilation. The required ventilation total for both existing and new building is 480 CFM. . The existing exhaust fan in the existing building shall be balanced to 2000 CFM (1000 CFM for each area, new and existing). Since this capacity is over four times the ventilation requirement, the existing fan timer shall be set such that the fan runs for at least one -fourth of the occupied hours, divided into at least two separate durations (for instance, if the building is occupied for 8 hours, the fan shall run at . least two hours during this time, preferably one hour during each half of the occupied time). OUTSIDE MR FILM FRAMING PERCENTAGE Q. CO U avg. U INSULATED FRACTION INSULATED R VALUE 0..93 2271 FRAMED FRACTION FRAMED R VALUE 0.07 5.2 I .ol3yv 7_ OUTSIDE MR FILM O - 17 22.71 5.1.1 .0 R -t1 R- 38 OUTSIDE MR FILM U oyg . U 0yg o, 5 FRAMING PERCENTAGE 0- ig INS FRACITON I INSULATED R VALUE 0.0 2 0. G•2 FRAMED FRACTION FRAMED R VALUE OUT SIDE Am FLU 0.059 k I , 0.17 VIED ar r o c f IUKNIg s ; t R PERM airport valley vinyl upholstery addition truss support detail emerson r denney approved 414 7 -06 -00 IC-5 7/8' Wall Height w tT 03 • lJF t,Ee -K ° � c zi " t10 - C o- u 20 -00 -00 • '6 -00 -00 50 -00 -00 FILE COP and ..-p on of of co O •-» L ? J ci CyU ° ntra .+ vs o a GI L T ++ a+ 4.r y N L 4.-+ C t� -a - L N N a 2 O o A to ••o fn a y -+ a7 C 7 . 5 .. L a ~ c a as us a - c_s a v a Ca OF TUKWILA `APPROVED A 07199 AS 110 F £r stlL DING DiV ? IOA ,r oN LcFT FRAMING PLAN SCALE: 1/8' = 1' -0' 1, 0 cJ Copyright tC) CoopuTrus Inc. + 6 51.igh:vj Giass aoot I O FOR APPROVED APP.OUg dirtstedwo6 (440014. APR 0 7 1999 4frafredimcioes S -# Wail tua TILDING d r• OA. E DIVISION AS NO fED 1 1;10‘becim 2,yo-rol Atce. 6' .2x0 4 1x 4 / et) , ZAN O NIz ASSOCIATES/ 3/13/98 RECEIVED City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, INA 98188 Attn: Ken Nelsen Regarding: AVVT Upholstery 14612 Military Road So. Permit Application #D98 -0004 This letter is to confirm our discussion via the telephone this morning. Please accept these changes to the previously submitted revised plans. Sheet #1 SITE PLAN revised to reflect the building will be moved North so that the building setback will be 10' -0" to the closest point. Ventilation Schematic; has been revised to reflect the Building Occupancy of F -2 TYPE V -N. Please correct any other documentation not provided by this office UBC Table 5A F -2, V -N - I HR <5 Ft. NR elsewhere (on bearing walls) Non bearing walls NR elsewhere. Ken, I hope this clarifies our changes. Than You; Robert A. non Architect of Record RAZ/maz RFV/S 10 H . &JIU2N6s Anew WPM/ � Sit 1 1 6 1998 SCALE : 1" - 2O' -O" COMMUNITY DEVELOPMENT • RECEIVED MAR • 6 1998 • :COMMUNITY : DEVELOPMENT p g 6 ' 5//3/T8 Loo V VALJE Oso MAX DOOR V VALLE = OhO 'r nil g ri0i' AIL. MAIIML WARE DAMPER WM LOCVJMe Mloamoo. imam 1010o cl11. MATED VAIN Gods= We t' -0' toe . rn 18*-0" Wall Height 40-00-00 REVISION NailY15-0004 4, Components Northwest, Inc. will not be held liable tor these plans. It is the responsibility of the owner/ contractor to check 6 verify all dimensions and conditions. AIRPORT VALLEY VINYL UPHOLSTERY ADDITION DATE: 10/8/97 PAGE 2 of,TV IVED Tumuk JAN 1 4 1999 PERMIT CENTER R ecetve miLA cm ( oF.Ithvi‘ 0%14' "99 • PERMIT CENTER • 05 L:3 BeceNe40 0 51 of 1 U 3A II 199 peRvArt GetsnER . 14612 Military Road South • Thkwila, WA 98168 Phone: (206) 248-3309 •Fax: (206) 248-1138 BUILDING , #1 HAS FLAT ROOF WITH 2 DRAINS THAT TIE INTO A 6 INCH TILE TO STORM SEWER. BUILDING #2 HAS SLOPED ROOF WITH CONTINUOUS GUTTER WITH 2: DOWN SPOUTS THAT TIE INTO A 6. INCH DRAIN TILE THAT TIE TO STORM SEWER ON EAST SIDE OF BUILDING. BUILDING #3 HAS SLOPED ROOF WITH CONTINUOUS GUTTER WITH .2 DOWN SPOUTS THAT TIE INTO 6 INCH DRAIN TILE THAT TIES TO STORM SEWER ON EAST SIDE OF BUILDING. BUILDING #4 WHICH WILL BE NEW ADDITION, SLOPES INTO THE HIGH POINT OF BUILDING #3 AND WILL UTILIZE ITS STORM GUTTERS & DRAIN SPOUTS. ALL FOUR BUILDINGS USE GUTTER ON EAST SIDE OF BUILDING WHICH DRAINS INTO STORM DRAIN ON NORTH SIDE OF BUILDING. RECEIVED MAR 31 1998 PUBLIC WORKS D 98- 000q City of Tukwila ( 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. Parcel No: Address: 14612 MILITARY RD S Suite No: Location: Category: AWSE Type: DEVPERM Zoning: RC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: STEGICC09086 OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: DEVELOPMENT PERMIT Occupancy: WAREHOUSE UBC: 1994 Fire Protection: AUTO FIRE ALARM .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: AVVT UPHOLSTERY 14612 MILITARY RD S, TUKWILA WA 98168 CEBE ANTON AND KIMBERLY . 34709 THOMSA RD E, EATONVILLE WA 98328 ANTON CEBE 34709 THOMAS RD E,•EATONVILLE WA 98328 : STEGIN CONCRETE CONST INC :3462'S '164, SEATTLE WA 98188 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDING ON 40 X 50 UNHEATED STORAGE FACILITY AND NEW PARKING. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 42,240.00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Flood Control Zone: Hauling: Start Time: Land Altering: Cut: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 848.89 k********************** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 permit. Signature: Date: 6/2_6/ c 1I Print Name:__ F11.1.2. P - (206) 4313670 Permit No: D98 -0004 Status: ISSUED Issued: 06/26/1998 Expires: 12/23/1998 Phone: 360-879-5039 Phone: 206 -248 -3309 Phone: 206 -972 -0112 Size(in): ' .00 End Time: Fill: Date: 60 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. Address• Tenant. Status: ISSUED` T DEVPER,M 'AoL l i ed: 01/09/199V ':. liar Gel. # Issued: 06/26/1998 •k** A M• k• k***• kk A* k*• k,*• k*k***• k*• k***• k• k *•k** * *•k•k *•k*•k•k*•k•k•k•k•* * *k *k*k•k•k *•k *•kkrk•*•A Permit Cond.i,tion: 1 'No :_chances will be made to the plans unless approved by thee. Ar•chitect or Engineer: and he . - T,ukw ia..Building Division. Plumbing permit. ,shall -.h obt2'ir1'ed ti *��uphKt Seattle -King Gounty Department �o.f Publ'1c Health `P'li mbin;: wi 11 be inspected: 'by tha cludin'j all g as 040, l '(296 4722) , 7 Electrical tier mi ts• sha 1'`l b'e obtai'ned < thr»ouilh, the i+�ashington State; Diviai,on . ofr,I2abor and Industr�iles acid a"1 i ; work wi 1 ia,be insp by that_ agenc;v t24 6'630) All •mec,anica,l work shall be' under seL'ar pe his= r ' the City of `�Tukwi l•a:, �x > ,', _, j All pe, Rn it inspe,ction xe,c:or ds. �ar,d approved a , ,sha. avai= thecl,obe the td the start otk' *•any con, str d , Thee ;documents ,ar e'to be ma.in.tained s and 4,a,i 1�:' ;abiy*it lfinal inspection ;; pprov'_al is granted. Al Ws "ti uctura J concrete shale be Special inspected. t (LIB,C.: ,5 e X.''3 0 6 (a) 1) z :Whey; special inyoe,ction is Ireuu either K the owner , , a r;k,hkitect4r .e'ng'ine•er s.t al l i no'titvf the 1"ukwi •Ia Bui ldinu xi ;Div -i i un of a'ppo r,nt of,;'tile i.nso`ert ion .. a gencies Pr .i.or` ft.) "first' b tlding_ i s ies of :all �', e ,. � ; u �n � pie c t i, ti�'�., .Loa., � � s. p e c i � 1 in pection%re;port's shalI b:e submitte Building_ Division in aotimely manner. Reo+ rt's: <'shaW.contain° addres proiect ?name. -ipermit number and tup,e'" of: I nspect ion being per tormed , 1 z ; 8 ;The.sp1ectal :inspector shall submit a } final signed r euoT -stetthga whether the work requirring`aspec,iaii 'iape'ction was to the± best of the ', inspector's. nowle;dge, in `c nfarma'nce with ap►,roved''p.lans a nd soecifleations arti the appi'icab:1, workmanship provisions':p.f, the UBC. 9. Farti tion ;wa1 Wattached 'to:, cei l,i,na gr must b ' 'laterally braced if 'Q'vet eight (8) feet in length. ... 10: Validity of Permit . : The issuance of a permit or approval of plans, specif'i`ca:tlons, and: computations shall ..not; -`be con st.rued to be a r.= permit . e Y °or'•�=an ` t o-f, cfir y violation of any of the prov'1 is o:f :. ..the ..1 d � nq ° .Turi`- bui `ccrie of any', other ordinance of the hsdi tivn,. No •permit presuming to give authority to violate or cancel provisions of this code shall be valid. 11. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for Special inspection, 12. There shall be no occupancy of the buildings) •until the final inspection has been completed by the Tukwila Building Inspector. 12. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDING'S IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -1 WAC. 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation of f - .: nr inh.Y avi4Fik1c% r ^ in *•n� .ir:ni���nu . ?, .'ititiu�^ . . . . 15. • The .ite shall: have permanent erosion control measur'e e after final qradlng has eFinal Inspection. • Project NameAlT P n (Avvi uPh �6 (ef / nstructiZ Site Address ! Z ity State/ ip: /c/, ti, / ) , 9. 7,,, iruj / 6s T ax Parcel N umber: 0 `i 0 UC� -� cYlAS- OA Property Owner: G tL ` n / e �'t 4 -- f r �fil7 l � Ph . 5 (o 879 DSO q Street Address: .-3y 7 9 fit -tv r>7� i ty te/ i p: l is�- �o►wijl C G S t 4 99 Fax #: Z o 6 Z SI ? /138' Contractor: Co °nen, i S A i- 5 . 9 1 (r 1v0►r Lk, 54 Phone: adios 9 7 7 649 Street Address: IL/ I S MevieLc,n F City State /Zip: Ed Lloyd L s 4 Sir Fax #: 70(0 927 CSZG Architect: Seo4v L` //(( t 5 ,.. `` t //7 i. e - Phone: Street Address: City State /Zip: Fax #: Engineer: h^ S R L,.Y1'rG /' U n De n n Phone: 20(0 939 I ? 7 Street Address: ,' I City State /Zip: 3SC‘ 9 (g i -)-- Ave § e ii- Lbvr,. 95092 Fax #: 54 r Contact Per on: n C n I C, ac r i t State /Zip: CGt �ll�r l� Phong 71 S c)3g 0 Fax #: 71 q.o0 117 C } :56642 Stre(e��/d sss: Tl�a�,��� 6 Ll!'1 > Description of work to be done: ' o n 16 x6 a rlitee4.01 Poork /►i5 .1-- , 4-6 ��6 e-...- Existing use: :: Retail ❑ Restaurant ❑ Multi- family RI Warehouse El Hospital ■ Church frl Manufacturing ❑ Motel /Hotel ® Office 0 School /College /University ❑ Other Proposed use: Retail El Restaurant El Warehouse Hospital Church Manufacturing CI Motel/Hotel Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes q no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes S no Existing fire protection features: ❑ sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1-1 existing Area of Construction: (sq. ft.) 1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes cfl no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets �--•• r �� • v I • . r 11 arid - 4 _ ♦ — L Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUI " VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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'OFTHEFOLLOWINR:' (Additional reviews may be determined by_the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): 0 Cut Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Project:Num PermIt Number: ❑ Water Meter /Permanent # El Water Meter Temp # El Miscellaneous Date application acc: . tad: Est. quantity: Date application expires: C:TPL :kMIT.DOC 1 9/97 FOR STAFF USE ONLY gal r El Flood Control Zone El Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. PLEASE SIGN BACK OF APPLICATION FORM Applicatio tak by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: J -- Date: . 5' j� 0 City /State /Zip q j _ Print name: p w SC �°- - �-- l�Q P 3lcU r� 7q1 5 �, - L v P 4t �O ` 7c1 SO 3S 9 8 3 ? R Address 3 706 7,604„, I% j_ w temu ` e ALL COMMERCIAUMULTI -F Y TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MU, BE SUBMITTED WITH THE POLL'. WING: ➢ ALL DRAWING'S TO bE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 'STELUCTU - INEER OR CIVIL ENGINEER ➢ . LL DRAW H ALL 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) V" 1. North arrow and scale V 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements V: 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) d 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries V 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) V 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 ►/1 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 tl 12. Lowest finished floor elevation (if in flood control zone) V13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ .: Floor plan: : location of tenant space with proposed use of each room labeled ❑ ❑.: , Overall; buildingfloor ,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 ❑ ❑ 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. ❑ ❑ 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! AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERM1T.L1f)C. 1 /29/97 *+4•k:r47.4'.* • *4I v! *k4i•i.k•�tt kk�4h.C¢ir **A *Ah*A*.kA:* jL*4•44.14":k*htil**k G3 • T`f l: ' ; 0 TU KW7.L't , j :14 TRftNE MI T y4t .*; *Ah44s;14,:'.4 . 'i tA, kr,, k* k4 k. Ak=. 1*: A A* A* j rk kA? ti k:4hk.k?4 hkA ; *A k• k*** • A' f RE ` NVailjEt " °:,'R9700788'':?lnnclu,Iit.. . . 2.46.18 .06'26/9.8 1 4.:E.1, 0 PLv :men,t L'ietlhod . . CASH> I4o i;'i':arr ::AV UPH0.1 STtER'! • t: .In UL l i rM it ': Nq t . ,D98 .-0404 ` 7..\ oe ,r,:• D DEV. EL OPMEUT ' , P Lfti I IT P LVa: . 004,0,04 .0 t35 r1t e,4.4ddi:e,s4»:;146 :12 t4I.1:rr :yRv : -RRD. Totn l I?,t'C�s. 0 41 3 , 3. a:vmerit 246.18 Total ,'ALL;;Pmtsx ' :.: , 04Ei;89;; it*A -11k*9 * k. rt*' k,l* k*' t. ir** k. Alk, F* A. kA•• hk: A• Ak:+ F.* is* - AAitA ii14 *i; *, *A.A•ir,Fy4**A:. *k•k9 *it Accuunnt Cods Dpsa,t 7,ntign , Amoui ti • 0.00!945 :.1330' PLAN! .CHECK .: NONRE5 24 .'.88; (3f1p/'38t;.10• .:, a" TA :T 'E. .13UTLDING.:al1RGl•1(4RGC r 4 :, 5 t > • " • • , .• • „ • • .-, 4 * it'lle kiti:t14 IF:4c..k.lv 44-::•,.C**.A;! /..4:•,Tir :lel ft* , A 5Vic, : .** * * • ii.ii.* 4* W.k A ,104 A 1!,A lc 4■• i•-•.4.,*'24 , , C•fT Y.';'i. o F. ,•:• tli K1,1 1.'.!i:H.•'W fl':::•Y •••••,••••-:' - '. ,..•• .. - ••:• •••: . . . ' .: .. -•,', •••:•'..:-'• •.-..-:•-•:•• IRAN .111317 .--....'-'';'••.•,•-•%.••••::' '• ,•:..4 ;:t4,1/4'.k.'?/i,,,.;*',,%;c,i..:kikir'.k.i...4•••44....k-.4!::44.4.**Ai., 4 ,..k.k.+ 4i)C -1■4.,.4- •'' .k A . 1•'-.k":4 •ir ii :A '7k * 4r.: ' '.;.).,:::::,. ..• • t "4 in eiry.'..tf•;...- R OP 76 O . ..0 mount r.••.• . .;'6024',71:::01/09/98:.. . 1: - . ; - ?:' - :: . :',,::!;•:::. i'...i.i:-.4yiiieiit'-': tip C H L C I H . b1C-..:•••:. Siii*tEt*.i,oRi:•:".(41RT'ORT '..V.Att:E•Y: :•'..:: .i.iiii..0;-.13,1 ,:'•:'" . P t ' N Th. 'D`48-'0004. ., T yp DEVPERII -. DE VE.111 ME NI, •••I k.R.M I I -. •,,,,,-;•••„,;.,..::,••.: .:,.-y.,-,• --,:,....,,,,,,...,.:.; • -,..,, •'••;','•P•aii.661 : -.• • - - .. • • - .. . ,.., . : . , , „ . ' ' ' • . - - - •• • . • ..........,..,%.• •. ...., , •,...-.,.. . ••••:„.. , .... , bite . ,, 2 R44 i'.p 1 R 'i R 0 S '• ' •• • .' • - • " .• .. ....„. , ...,,••...:, . ....., .. , ••,. - ,.• , .., . • . • - :. , : • • . •.: - , • .„. .. , . .. .. - •'-•-•••,:• •`: •-• • • - • - • - • - • • •.•Total.- „ ..H . : -. :...•:134839::: This - Payme nt ...!••:::.• • -:, ••:. -,••' .:6:d2.:.;71' 'fci t a. 1 • AL(HP.in•tsr: :: ' , c02 71 . , , ., ,..:‘ : .. ,,..... : ., .:,-,,..., . ..,• , ,..,.: .• ,...,.... ,.. • • i . ' 13 a 114i1ce ::„ .. • ' ' . , :•2.46 «111,- • i::,;...: ....r ;--:' . ' • ,•.- '.:.•., ' * •4c.Oount.:.Ccide -...'..:: ,: '.. .,'::'D.6sey 1 cini •,, • •., • y ' ''. ',:-..•,•••: ••..,.., '....,: 0 ''•:.11111' ,'. - r 2 ....'''....4' . ••••'.'-' , ..' . '''':::-..':::: 00/3'21.:. 100 , -'' !..'-'•• •"."'•-•11UXI.;O.t NO ..NG „ 7. : NRESI-' ' ... 1.•...), :• •,- : ' ..' , -..,• •• ,;,. • ,..., 000/115 - :::::'„ P111 • -ItQNft ES - , ...„ , • ... , ..,. • , ....., ... • , ... . „ ' : , ..".:•....., 5 • • •-,.."'•••:‘•:'• • ttl r- NO Os. R8 . §1 • ?)g- t, Proj?fr I trio'r•-f-•‘ Type of I ,... .. : Address: ' .,.., 4461E- r i. i 774441 Date c Special in in tructions: Date w 40 ,..../ 020a, a.m. 4 " 16 7 7 7 P.m. ReW Phonno ...,6-71_9:57 PERMIT NO. . A (206)431-3670 pproved per applicable codes fl Corrections required prior to approval. COMMENTS: 4W, - TO rr Dat .gV93 $47 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *� . u �/J (/� r 1 'Type of sp chi n, / // / rllfj ��� JJ �ft7 / Xt 1' S Date ed: g" / /O /p.9 / Special instructions: ..-..r_..w::: •w' Date wanted: /� / a.m. .m. Requester: Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sf {u 98188 COMMENTS: 6.2 ' proved per applicable codes. INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTIO ' EE REQU ED. ' rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Moject: nk ) kV\ e of Insp lion: X\ d4r s : called6 a_qq SpKcial,instruc ions.,.. . ‘Cik0 l ik UOR■ Date wanted: a- 4-P1 a.m. P.m. quester: ekk P .■rooatilviv. tr Phone: 4 be-Ao(1 El Approved per applicable codes. re ceipt No: INSPECTION RECORD Retain, a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 , . Corrections required prior to approval. COMMENTS: pee. cy tle_. E)c_ re;;Leorraa rAilr-41 Ala.. Accz Insp, /J / — 0 $47.00 REINSPECTION REQUIRED. Prior to ins ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: tvl •r..tet . . — Pr. iNarnil eoate/A9; Date called: c : : 4/x/99 d s: iv._ i-. i it'd pedal instructions: ' Date wanted:/ _ /„ f 9 , ; .$ii► r ( / p.m. Requester: Phone: oto �.ew70 r 30; �,r.. ,: a iir -: - ..x�^� >` , >fl'.t. �ivti ;CFiSs�.�•`:;?.al:i ;- � ?';,. A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION •- 6300 Southcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: tor $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: %1 Projec • re .-- Iii Typ nspec 3 /a hie77 0 Addre s: . / C /616* r17-4/ Date called: i ‘••••"" Special instructions: . Date wanted: P.m. Requester: i/e' • / A.11 Phone: o Vfr 99s- • INSPECTION NO. ■ CI , BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7r' i4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro ct: itVV/ a IS J Ty pe ns :� . . � l Address: la-. /f_ / i Date. called: Special instructions: Date wanted: V 99 Requester: / Phone: 47z ,is:s : �.;Y�j' l.rtir...•17:i .,.r_ .'�rY::.f,:�i?1n'.fli . PERMIT NO. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 9818 0 Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit (206)431 -3670 >orrections required prior to approval. COMMENTS: I`T` (`- 74efee___ ze /I x_(1 " .t- -Al O J% © i 9 - orAI lnsp d $47.00 REINSPECTION FEE REQUIRED. Prior t• inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: V 1/ opi4oc.s T e o nsp tion: c rt -k., d r ss: Date called: Special instructions: Date wanted: a.m. P.m. Re % ye2g Phone: re or INSPECTION RECORD Retain a copy with j)ermit PERMIT NO. INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION `. 300 Southcenter Blvd, #100, Tukwila WA 9818 4206)431 -3670 . ;Approved.per applicable codes. orrections required prior to approval. COMMENTS: ' p c 54 (e, f 14 r T) e-' $47. 1 REINSPECTION FEE REQUIRED. Prior to insper ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iYM�Y.. tn,}. re' f1' �34IA41i jG' e tll :l Y.t.,41..LJYL'.rk4eiibriAti..,. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO: 'CITY. OF TUKWILA BUICDING DIVISION 6300 outhcerter Blvd #100 Tukwila, WA 9818 Pcp; • ct: 'Special instructions: T p of Ins • tion: Air ate called: Approved per applicable codes. Date wanted: a.m. p.m. Requ :'��� Phone Corrections required prior to approval. COMMENTS: l"� /�✓ k7`274 C✓4 ©� q E] $47. ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; 41 Ig• (206)431- 3670 .. :� . ..a.i st.lrl,n1Rt ••i �:r,n,.�a A.vavu.ai:.iV.n.�r�a ...,�.�,.,... Project: 4 ' 7 G o f Type of inspection: 1 r<, s�l�� - gin Address: 1yG lZM1; �7 Date called: )2/7/96 Special Special instructions: Date wanted: aC.� yr >p.m. Requester: 1 �j/ r Imo, \ Phone No.: c c76 c243 - 33'1 JApproved per applicable codes: J ] Corrections required prior to approval. :COMMENTS: e. : - .1- t%/ % 5 Clz /.L ��C y t, tO /' ;f € cM,'eirtd > (,/(17 4 f ,1 4.7,d INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 206) 431 -3670 Inspect Date: ffirtitIfFMNIII1 _I $42.00 of EINSPECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspoction. Receipt No.: Date: I NSPE9TION RECdRD Retain a copy with permit �tb0 PERMIT NO. INSPECTION NO. CITY. OF. TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pi4 Project: (( ff Addres L Approved per applicable codes. Special instructions: Type of inspection: IT T r i k Date called: 1 t y Date wanted: f 1 a.m. )5 W p.m. Requester: Phone No.: ' 0 La Y - 33 a5 Corrections required prior to approval. (206) ' 431 -3670 COMMENTS: E $42.08 REINSPECTION FEE REQUIRED. Prior o. inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITV' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I P . 0b0ct• ' 'Add Approved per applicable codes. Type of inspecti • n: , ; 2t °trj r'i Date called: /Q g.m: Date w / d < _ ,r3P0°-:a 0 Corrections required prior to approval. (206) 431 -3670 $42.00 • EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 INSPECTION. RECORD Retain a aopy permit INSPECTION NO. CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter:Blvd.,- #100, Tukwila, WA 9818 Project: / Type of inspectio Date called: Date wanted: . s((, a.m1 Phone No.: per applicable codes:' MENTS: Corrections, required prior to approval. $42.00 REINSPECTIdI FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.' I Receipt No.:* Date: Project , ( . — A...., Type of inspe bon: J. Address: • _ _ r t#7 Date called: Or IP M Special instructions: Date wanted:. Requester: Phone Na: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: I I PERMIT NO. 206) 431-3670 Corrections required prior to approval: COMMENTS: 7 3 Inspector' -(160,1 Aeze"f Date: c w 9 , 8 $42.00 REINSPECTION EE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Project:: Type of inspection. A d � rp$ (At I` X A� -y Date called:.. / ` 5 " Special instructions: '', ` :. 1 r >..... : � Date wanted: a. m. Requester: - 1/71r1 Phone No.: 2g�� 33 INSPECTION RECORD Retain a copy with permit INSPECTION NO. .: CITY.OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100; Tukwila, WA 9818 f Approved per applicable Codes., PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMEN • $42.00 REINSPECTI � FEE EQUI • ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Needs shift inspection Permit ;N City of v Tukwila John W Rants, Mayor . Fire Department Thomas P Keefe, Fire Chief Suite Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: C .'INALAPP . FRM zed Si gnat e Authori g Date Rev. 2/19/98 •T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57.4439 AIRPORT VALLEY VINYL DATE: 11/6/97 UPHOLSTERY ADDITION PLOT PLAN •*:•':••-' • ..;. F r m 1;1*V ia\NO NPPOV rINI I IS 19913 . t-t) BUILDING DIVISION tlx9 Otlt.flY-`14‘'). rt. . 0 00 'VA '1° ( sa frej NONE I A 0 , - ; • -; - PERMIT CENTER Copyright (10 ConpuTrus Inc. - : :::: ..- 3 I 4 4 :C b•-■ ...- ..... • 1 • • PERMIT CENTER C1100_9111t (c). CAIPPuTrus Inc 4 EXISTING -81 SITE PLAN KALE: 1-4rArr €L Cyr'- ti , .',awr„o::rui, 1.1 rn PORT VALL (1! fl NOrth, „0 144 II pF9 Mi T OB 1 .97 11 0eAM' tes C. S,.. -.. r;l;' :'V_Y '.t:.ra7. nt::.k9! witf DCD` PIW Pt S 4th £.r- l0 4 tar ma y ,,,, p�m�nytnW+ i k�. N'/ 1J.' ItYJ'. ttG.f��V 7Kw � t � YRi3: � 5Y.l � MY! � 1" � ... b _,.,.,.,... Ii 0 8 c 54PM TU �LA DCA /lW...— 401,10 '1 i K p , k 10 VW t 1 i N A 0 ' I. i ¢ 01 NO • $ I I C ) pd1Z I app ' v 8 . i ( 70 194.3 �• a 1324,34 c 43 V 3,. /Lc. -000 PAOJEC I DENNEY I 0809 19161 I Auburn, Wra Phone & Fa 1NC. � CT221997 CITY Of APPR Mpy1 \I ED $1 1998 BUILDING p ON RECEIVED CI Y OF; TUKWILA J i PERMIT CENTER 9 • t D. L nur fir EN EY ENG 9 Met Pig.: e RN, WA MN** E $ FA X2004 • TRUCTURAL Loc4 0 1: s /, 0 ps : ps 1.50 p3 24'0 ps 1.0 PS ' s •1 ar 777/ tOdiA 77y cit. OF *4. tvt. bm. 35(0) .11-' V 720 (2e. ", 7 .;1 1 90Co) '720 es 3j ,• , • , • • • •- 44c. 91902 39.-1373 I 0 SERV' 85 Si -6=2 fe 720 .3240 6-. II 0 (86"3 • -Fres 6 r ' 444i9 I. . 5 )( 20 1 • _I. • Use asses 0/22/97 Paso / RROBr VA 444V 4A/Y(,, o 444/ Cor:540 tt psi 24."0,c, 6 44 / RECEWED CITY :OF TUKWILA EVA 0 PERAilT CENTER 33) / 634+ t to 1,1 z" k1 "4 if N 'EY ENG4NECIII0 I NC. 0 i RN, WA NOIGION 9 092 8 9 191ii AVE. SF ONE $ FA (209) a39 RUCTURAL ENOINEE , fo 4xp, 13 l ees% r ; .4./6" fiv4:e. 2o, 3>ei4eki. a /3. e l orf 5.!.- 2,0/ , p w /3.7 /Psi 4 0 SERV D 111/22p7 itiwoR4 1/At.e.Ek° A/) • 1104ORY ADD F' Ce4feehtifi4lm rne. 104/6/7ciot4l14l. cobtAo C. ong7/ dii7 it ;i0/ r . /T 3,11 1.544);1 .. /3. 2 66 05 ........4... r),St Se.- &Aid( . f Is 1 i.q[56e1.)1 4- 13 217,c000 et:mii :1-.41n(?: 41 The? J • Z'onie 3. Val arc . /ii, r.... e yo , ID (4o) o # iey - o)(.3i-/ /41 brt• toe N • 7 ag#40)(1 .6 1 3 r- eleJo 1 . /o 3 '7€, (km)) ir-r *76 I* ismic 0 in' Is 07 44 foss /47 i 6' -1- i 59/ 4151e415 e a)/Ai )7 "sr 5277 113 4. fosw )0,6' 2 Part ' FITYRE)F9-17K°1/41, cs, Perimir CENTER DENNEY ENGINEENG INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939 -1373 /1 STRUCTURAL ENGINEERING SERVICES Roof V /4l ( ?rn Lon ytaa ?a/ Seism « /s = 79'7,0 y 72:170/11 . = 78: psf 50 Date /O 2 q7 Page 3 A /RPORr !/ALLE) AVYL L/PHOLSTER Y ,4D0A/. FOR COMPotvEA/Ts Nu/ me . to WI r G fiyamod aig6/ocke4 2Da/ nails or 1s ga. X / 6 / 9 " . s o a p / e s c 4" o. c, & %oane./ eaves anal /2" o. c. ih field 54r Walls fro7it ('7 Vehicle. door) Lo'nyi r —7f�7a Lenq'is 24uf 4' =30' 7 /3/ 7F7.0/2- /3/ � ase !3/ c /44'' 6-noufi TIZ 54.cds � i -- See p. ©ver'tccrhr' (check to /3a��. / ) Nor _ /3/(6)05)=- /479'0 OL = /' 2 /3)j2d(/ 4-15<')J = licei Net a l .1 /,7Y _ /0 = /266 4 r 6 2 to G ktd the �8'' r/ -// plywood wried @ 4" 0,c, a) flak el edjes /2'' o, c, /h /-t / a/. the s «sum NQPAND ,4old ©ums ea o!, aibie of each shear wail "110 //d nai /s. in d /•'sj ids Cll Y p OF TUKWILA / PERMIT CENTER • if 8TH TUAL ENO e of e :OEN 388 AUB ,54ear 4 (do14/4 tefet 44 71)22 C4 .5 713)7 Le.4 s 0 2. a opt, • 111. (Noe. or vo(2/3 (4 ege;afifc 9' Usti 0/8."h P I ea h Oldea . /;1 ch i nfuds P.4471:S* 46y Mop' ee6 0'70 t6' )(16.5>ig16€60 )( (#694. /6 04470 .61,4 4,.t ..., I/et A/40 -nee a /els re 13 oat" eo Papp PAPRr 14144Ei/ *14 ffiG+..freirADDA4, Fb.R doctieriii5403 4/1/ relc. 480* /012* evady •004 14 1:iew 4t • 0.c. 4:fie(ci, ,the iikfisory 44 dihe,4 r woe zfieo e a4ea)P )0, 'Fs Ar 1e4 .5.1Wa on- op ruKvvILA J;l1,7 0 9 PR MIT CENTER II• I, ' AU PH Wiolyt000d 'Pod 71 1 ..Spact'aq 6 ' o.c. 1 Seructa ai 1 Pi? Cale PH/ Rec, 5frct,;19 4 ime /es.t 5'fructitra/ p DEN Y ENGINEE :3880 i1.t 1E. 99 OTON.98 9 9 FAx 08) 939 i STRU TURAL 91461 EVAN 73 ENV ICES .SHEAR 1444 L RED+0415 )7 6- 41,001).5 or 7044/4 elec-91 REF: 1074le 23 -it- k-.L /ac-v 1. thiood 'f??d Or /' d net)/ CAI SP 44 78 71e*i/S \ 1 . 1 r se0iiif 6 o.t 1 at 1 PIO . I .S •r= rem 4. Recht •:; tia a 0 acitny 0 rueta.roi 1 diDX PW • Redswti 3 3 0 oat* 97 PIP MIVIRr 144.4Ey 041 LS E FV1(.41pmpOetievrs AV z DENNEY ENGINEE,NG INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939 -1373 �/1 STRUCTURAL ENGINEERING SERVICES tcd co /unin caps cItic Gate / 97 A /RPORT 1/.4 LLEV AVYL UPHOLSTERY ADOM FOR GoMPomveM73 Nu/ Zac . Checi4 /th d 9 ' &re y Loads oii /5 45610 @/a/ ASS-lime. 2 x to hMF*-2 Seed, grade =P.25 Mz 5= 7.5 .Z " = 20, go ri uJ�hd o tF = 75 psi repet. = /27O (/. 33) _ /69e = /.3x /d6psi* /l = / /3) = /580 jp Oslo 'away Load ,er s eed ' • P = C35)069 f Joe/1/2)i 0, 33) _ /05'10' L stud U, — / 3.2 (l. 33 ) _ /8 M = /8 (/5.25)%8 = 32 / tVec - 4 Nos- ' eas is / rent. /eve ' ' [i -- )/(/ ,L. (F/ ) ._ ,(f /F* ) 2c/ % 2 c ' Pct _ ECE') C'= a e r Satom /um4s•r' (-4 / G02. i = a 3 Cyr visu.'i/y ?ra de d /amAer. A; z--.. 40 i= / 5 . 2 5 / 4 /d = /. o ( /3, z5)(I2)/5; S = 33.27 F 6.3(/.3x/0 =352 psi F* = /5fftpsi) ,. 33.2:7 /./ _ /0:9177 _ /./f3521i5g0 2 _ 352,.', 260.8) l 2 La 8' = /5 -- io. 56M' - 0.279 = 33s /nst' . _ /050 =12.7rsi < 333 /s� O/< 3.25 A i - 523 6 _ 'F30 psi < //O90 psi O/C ci - 7.S i f � ty (con eV penm ieRIVRT VAL[.i Si' 0/tea. aPNOISTFR Y ADAM ay Cp4p 0164/7 4 / .tic. MO, EV ENOINEERI440 399 9 1919t. AVE.; sd , AUG t rIN, i WASHINOTON 19190 PH A $ ; FAX (2)0) 939- ENG INEERING t / 04 4 iinc-Aor it nSa • 1 44 SS ; i tp yes r / 0 = ,MaKi , . 73 ERVIOE8 /4s. Ae6419 of • ig./496 4: 36 1154 V 7 • - conti4 Ito us 614440as, & hoo+of fat 90-ile)(434) w9645 i 1 1 I C 1 gdnat I 6 ie • ..5 /e met 1 e tioilia 9 : 4 7 i t ) .31/4 /Of eni ' 0 mile •, jo 1 404;t ore Witt 1 .1 //t 1 ttame/ t • Ad. 6 ateki.*/ "tik,4., /Waal": ri = 1100 ;lows / do eati;•ti, (( 4ii;1 or ... 1),Eii: kir 4 . Prv i " r e,ENr 4o Or C. �� � May •7 , 1998 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 - Subject: Load Analysis of Existing Bldg. Wall Airport Valley Vinyl Upholstery Addition 14612 Military Rd. S. Tukwila, WA. - Permit Application No. D98 -0004 Emerson R. De ey, PE WA. Lic. No. 9788 encl. 111*.1Q1VEV ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (206) 939 -1373 To the Person Concerned , This letter and the accompanying calculations and sketch E"re provided in response to your department's review comments dated 3/17/98. Please note that the method of support of the new roof trusses is being revised to eliminate the ledger and to support the new trusses on the top plates of the existing wall, by lapping the new trusses with the existing over the wall. Also, it is planned to replace the existing headers over the overhead door openings with 5 1/8x18 glu - lam headers, grade 24F -V4. A sketch of the revised truss support detail is attached herewith. Calculations for the headers are also attached herewith. Also, calculations verifying that the existing 2x6 studs are adequate to carry the new and existing loads are attached. You will note that the stud capacity exceeds the actual load by 69 %. Analysis of the foundation, enclosed herewith, also indicates that it is adequate to carry roof loads from the new and existing buildings. Please call if you have questions regarding this report. Sincerely �Py 1� 1 '6c 'To 111A c►N y F 0 to vow c ogefk D18- 0004 •• , • • •. • ,, • , , • ':• ';',..:'?•/ ? /1/RPopr 1/ALLEY 1/ Clp/oLsr,E ApP/v. /46(2 M//r4/L 72.//J/ xppt, AZo. Pcek New TRuss /24" 0.c. r-x(5TICT TRUSS • .• H1.,5 ONE •• • • • • • • • • StMF501.1 T(E. • (2)-16c) TOC-NA (L5 2.veo STUD WALL TRUSS ,.5UPPORr DETA/Z- /47 Exis77y6 23L.P6, WALL I)ENNEY EN( ;INthilNG, 38809 191st Ave: SE . Auburn; Washington 98092 Phone & Fax (206) 939- 1373 Goad Analysis eFexrst'9 tar, 1461/i N4i /itary Rd. .5. D48 -0004 By ,Eiel o.t. 5/ 7 178 , de6e •' DENNEY ENGINEERS3 INC. 38809 191 et' AVE . SE AUBURN, WASHINGTON 98092 PHONE a FAX (200) 939 -1373 - 1 STRUCTURAL ENGINEERING SERVICES z Dumerdarxs za /hstd //S4 x /B. GG ?f€F -✓* wt. = 3z(�» rz s) = 20.0 % .3a y 20 / Oat. _ g - Pag_,/ ,4rnp'RT VALLEY f(NYL //PHOLSTER Y ADDA/. , Exist'' 4/4 wall Load 841 geac71er over /0'- o doo r opel/U.:if in e V,S2f1-ty 6ul /44;9 an = /D! g a T 6. ell/W/4 - -T-(4 1 10 f- 40) = 4 l7L -G to /-2S =351sf • Zd = 35(40), 20 - /4120 � / Zez = 25(440) ^ /000 #/ Beam Prooerties ¢ =5; /25(!8) = 92,25'' = 5,1z5"(r0 = 276.8'' 2 5.12509 = 2440 " =165psL �6 2¢00 /2 t E =1. Xth , SL V • / /o/z) = 7/00# = 7/0(' o _ //5 psi < /!o5'rri y z . 25 M= /4 00, 33) = /8, 94<0 # -_ /62 9''o(/z) ; 82/ psc: 200 fist' D /C 74.Ee .4 = 0.0 /3 ( /4‘20)( /6) 4 2)3 o. 07/ " - ,Q /69.6 /0 < A tt. = 0.07 / (4 z o) = 0.05e ^ 4'%o 5%8 x /6` GL 1 24F -1/¢ Ok OX `, ' � • Date . "90 Page s ? A /RPoRT 14LLFV P/A/YL 1.4 ADM 1/1 STRUCTURAL ENGINEERING SERVICES feise9 41d . wall • load aii0 DENNEY ENGINEER& INC. 38809 1919t AVE. SE AUBURN, WASHINGTON 98092 PHONE $ FAX (206) 939 -1373 aAeri .2)(4 Stud Wa /l tb carry n¢w akd e/as6N9 rnofloads 4ssuane //, 2 ,s tu.ds 5,' c /nr9 = /lo Load per seud /4 _ /8 '70 .stud C6,oac/G:y RecerieWeeS BC-?64 # NDS -9/ Formulae F' = TO. (F /F *) _ /g/ge /Fl9 2_ tf.E /4. (igc -90 2c' ' C' 2c F e = A E = a6u/ated �j values x a// a/ 0' ad' {actors (le / c' = o, a' for sawn /unn6er ,,thuds C' = 0.9$ for .roun 6;vizSer'des c'= D. 9 for q /ec - /air, ow/urn n Ice = a 3 ,',r• v/ic�a //y 9ne ded lam14€r' studs Kee = 0. ({ /8 ,br /t SR _sawn /u. rrl4er studs !oi q/u -la ix eo /IQnrts Cohen n, Tyke Cr;z 2xai 1-/ � ' � 2 A =8 �' - /25 psi F = /.3x /a = 40 .e = /4r 4/ = ( /•D)( /4.)(/ 2)/(.3:5 = 30.55 /f _ (/250) (/. /O) = /375 psi it (o.300.3 x / O 6 ) (. 2 = (13 7S) / -A (¢/B//3 75) _ / f 08,5757)) _ (4'8//37 - o � 2(0. g) 2(0. S � o � = ¢/8 psi o 368 /os ViNy 0 ? " C' a a c/ t f o f /- 2 x to s t c/ =. (388)(6.Z.5)- 31b0 > le9e c O ' • DENNEY ENGINEER 3 INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE $ FAX (208) 939 -1373 � STRUCTURAL ENGINEERING SERVICES Date 5/$/98 Page j. ,4/A'poRr VALLEV i 2AJYL L /PHoLs reR Y ADo,v, Exist'? £ /pl wall /vac/ analyst's C o. c o7c exist Foundat'c,, to carry ?lea) roo(load LenytA of you tiSat/ ' / hte r(a c-e 4.13 7`ri6. widf4 pfd' T/X. Area = 44D(43)= /7W sf Live Goat/ Redact/an R.= O.ofq O.o&[I7zo - /5oj= //se l00% ROoFLG = Z60- - 0,603 _ le) fist' PL. GL =/o /0 =20psf Goad per fit, = 20(¢o)= SOd ' Check load on {ha! ,9f side of &door e'orw6.. -,e-d GU/ T! usiiKorin /o a', P= Boa(io /7) = 4 1 GUidri = KW'/ (asscuned) 41 arne 4$, P = woo psf A //o w a 6le p r r /2 = 2000 # /{t. Nez` a fi`e.r^ 6u61 8407' u" load = g,00,9 /20o Leti y o�q, reed to de e{fec z = =3..33 et. =4g each /, 49 7' / ea r-G. war 6-om . sro'e ofaloor: way Fnd tool/ is 3' high as /;7diCa z`'ed a y owners excavatror► to locate .sewer line, 7 eire/ore drs/ri6cc6on oP /cad to 3.33' 41497% off, y, /S reasonable, Assume_ ex /s /h9 1Q D/ sceosoo. .�Vn► OF veoto Gook s • Val.t4so 1.00 21Z :we Nis 08/0100.". WO/ .. 11)12k ST --- r--_, ' e6pralmotTrtxsliVi osno.lcide to Ado o S,1010 -U00. le. ..1.ci‘p:Irtl c. .!... • ,. • . .10 epoo peldOPV,' AUe lo ... _ . . to lenoiddo p. V3 '. ot:Sti.t.10 15L.TELS.19 .1iip 01141.(1115., 918 slenoidde Aoa40 ueid 3.t41 iew.pueloturi 1 •••• •••■••■■••• ' oN itp.seci elect 3 .6t40‘ NOISING . 6E , t . .. , ,----0,3An tis flitOOTS0 Isi,13 • 1 146t J IAIRPORT VALLEY VINYL DATE: 1/97 rn rn cr) • C-) •••••■••••■••••••••••••■■■ ....„ ". ..•, ...• • 11 16 .•1 11 11 14 2 R.. Fib 3 IN 4 rir il a 1 II II I •, • N IrelMiOnMIMMmd7 I II it 11111111111 11 01mdr18 CrMmie NW Gluing vat ON Are % U U SHOO 0115% 000 1.411 1.00 1540% 0.75 1.40 1.00 2040% 050 1.30 0.55 3540% 0.50 195 OAS M Aullmllml Wake 00 0• R oog 11100 1111 00/618 OWN Mml7 delft Vat ON Aar % U U 59100 0520% 0.40 010 100 M 6lu/mdon A sialisdf Opievo Was 91.111 Saba pads wall (04 1410 5&sw ends NMI (ern) 41.15 Reek par msla 4145 NW mob 4140 Floor over ulmsrsd. 4140 eiste.or► psis 41.10 Rode Slows R.10 0100A door U4.50 (lr-Yq *WI kW Orevg Vet ON Ana % U U tiOOC 0040% 0.40 000 100 . 1444 motive. Om Na..Md.niwl an.rq Cede Envelope Summary sack) Climate Zone 1 - ENV -SUM Foam dm/, 1984 Decision Flowchart for Prescriptive Option Use this flowchart to determine N project qualifies for the optional FM60101.44 Option. N not, ether the Component Performance or Systems Analysis Opeons must be used. 1909 5vese NM Type fee mw poems & daanirin envelops npirnnww. re bw.YN l.w ee.pA.m ssun4la M Will heeling : Men Al arm was MMMM ream mare, l7 5a•, aim bm1 ii, ad p v is s Neal heeling *memo and pea Mawne heed In M..c.pi.n M .amok n.loar os. (anirrrwi M ipn0 STATE OF WASHINGTON O.mrk MMmlawe Spec Iweltm roams 1r,i&s use &magi a.lomaw wMnwrrM as re Vasty 11me115 room bearing sm..mmsrR radon.. a* %aped sit NON %we rw MW meat n.r.lana ha, aped,/ m.amo 1.0 wars or re paw anmllaem loss Si... ameepia,s Nat puree one Main& . maMlaem 11ea*i, N vetielis e6 volume mlrrbsM.n goons. Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) . Totals Area weighted HC: divide total of (HC x area) by Total Area HC it Area if the area wsighMd feat capadty (HC) of the tail above grade wall le a minimum of 9.0, the Commie Masonry Option may be used. "For framed wails, assume Held .0 unless calculations are provided: for all other walls, use Section 2009. CITY u f E ibKWILA MAR 0 6 199E PERMIT CENTER Space Heat Type 0 Electric resistance • All other (see over for dsfnitions)` ft tft>rJ Glazing Area Calculation Nee: Below grade walls may be Included in the Gross Exterior Wall Area If they are insulated to the level required for opaque wear. Total Glazing Area (rte opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV•UA -1. Gross Exterior divided by Wall Ares Wass 100 equals X Glazing 18.0 + 2290.0 X 100 = 0.8% Concrete/Masonry Option Check Here if using this option and if project masts all requirements for the Concr.SwMasorry ® � Flowchart (over) for qualification" o Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic Date 2/24/98 ""....- All Other Roofs For Building Department Use K -11 Opaque Walls Applicant Name: R =(9 Below Grade Walls 840 21st at. as, Auburn, WA 98002 Floors Over Unconditioned Space 1253) 539 -1111 •-+• Slabs-on -Grade •■•■• Radiant Floors ....._. Maximum U- factors Opaque Doors Q . by a Vertical Glazing 0. 90 Overhead Glazing �--• -a Maximum SHGC (or SC) Vertical /Overhead Glazing -. I .- ---- Project Info . Project Address Airport vinyl Date 2/24/98 For Building Department Use Applicant Name: sanoni a associates Applicant Address: 840 21st at. as, Auburn, WA 98002 Applicant Phone: 1253) 539 -1111 Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Coda CompM• nos Forms 1994 :lington State Nonresidential Energy Cod lance Form Juns.1995 'Project Description 1 0 New Building ® Addition 0 Alteration 0 Change of Use Compliance Option 1 0 Pntcxiptlw ® Component Perlomwloe 0 ENVSTD 0 Analysis Systems (See Decision Flowchart (over) for qualifications) Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces* I 'Refer to Section 1310 for qualifications and requirements Notes: Opaque CornxeteAMasonry 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 2 9.0 BtWt'.'F 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 RECE CITY OF 1S PERMIT CENTER 1094 Wa,NngIon 8194 NawUd.r d& Errr&r code caneWee F. 1994 ;; •Thington State Nonresidential Energy Code .',lance Form June 1W Project Address airport Vinyl Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: It glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used Target U•factors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. ig: d3 3 I Building Component List components by assembly ID & pate U. 0.900 Plan ID: U. Plan ID: U. Plan JD: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. 0.600 Plan 1D: rwr coon R. Plan ID: A. Plan ID: R. Plan ID: R. Plan ID: R ID: R. Plan ID: • Plan ID: • U. 0.600 Plan ID: WAGS DOOR 1.000 200.0 U. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. 21.0 Plan ID: 0.054 R. Plan ID: R. Plan ID: R. 19.0 Plan ID: 0.062 R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) • • i 0 Electric resistance • All other 0.8 t Prop. 140. 01 Max.Target Ora • No 0.600 21.0 12.6 1935.0 104.5 1971.0 122.2 Note: if insulated to levels required for opaque walls, list above with opaque walls R. Plan ID: R. Plan ID: R. Plan ID: R. Plan ID: Proposed UA Target UA Udactor x Area (A) • UA (U x A) U4actor x Area (A) • UA (U x A) 0.900 10.0 16.2 0.900 18.0 16.2 0.730 280.0 135.0 98.6 Del 2/24/98 For Building Department Use 'For CMU walls, Indicate core Insulation material. Totals 4360.0 634.0 Totals For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target TotalAMEIVED CITY OF TUKWILA MAtt 11 6 1998 Building Permit Plans Checklist 1994 Washington State Energy Code Complance Forms ENV -CHK April, 1994 Project Address AIKPORT' VI• rate •2- 24.98 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle one) 1 Code Section Component Information Required l Location on Plans l Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type yes no Electric resistance no n.a. Other Indicate on plans that electric resistance heat is not allowed no ti r. -ms- eate. spaces ems- :ate • spaces I. : ntsse. on pans a ow Insulation no n.a. 1311.1 Insul. installation Indicate densities and clearances lip no n.a. 11. • • • Ices sng snsu . ndscate • -va ue on r • • sections or attics an' of er roo s; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits • • (GO no n.a. _ 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -till core insulation for masonry walls as necess; Indicate heat capacity of masonry waifs if masonry option is used or if credit taken in ENVSTD; • yes • n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents yes no d 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected yes no dii 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 110 no n.a. ..— 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area I CIIP no n.a. 1312.1 U- factors Indicate glazing and door U-factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, as fillings yes • d' 1312.2 SHGC & SC Indicate glazing solarheat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control • O P no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side QoP no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. a t no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section • =s no .a ' 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no ilgals 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage MI no n.a. s no n.a. 1314.1 13142 Bldg. envel. sealing Glazing/door sealing Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstripping y .s no n.a. 1314.3 Assemb. as ducts _Indicate sealing, caulking and gasketing : - SCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) ,430, no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1994 , ihington State Nonresidential Energy Code C no is circled for any question, provide explanation: lance Form ENERAL`NOTES Building insulation is based upon space heat provided by the existing gas unit heater in the existing portion of the building. Batt insulation shall be face stapled. Maximum NFRC certified U- values of window and doors shall be as follows: Windows: 0.90 Walk -thru door: 0.60 Garage Door: 1.0 I nsulation shall be provided with a vapor retarder on the warm side of insulation. W indows, doors and building seams and joints shall be sealed, caulked, gasketed and/or weather- stripped to minimize air leakage. For fabric specialty shops, the estimated occupancy is 8 people per 1000 square with a requirement of 15 CFM ventilation per person. Addition area is 2000 square feet, resulting in a total requirement of 240 CFM for the addition area The existing building is also 2000 square feet, requiring 240 CFM ventilation. The required ventilation total for both existing and new building is 480 CFM. . The existing exhaust fan in the existing building shall be balanced to 2000 CFM (1000 CFM for each area, new and existing). Since this capacity is over four times the ventilation requirement, the existing fan timer shall be set such that the fan runs for at least one -fourth of the occupied hours, divided into at least two separate durations (for instance, if the building is occupied for 8 hours, the fan shall run at . least two hours during this time, preferably one hour during each half of the occupied time). OUTSIDE MR FILM FRAMING PERCENTAGE Q. CO U avg. U INSULATED FRACTION INSULATED R VALUE 0..93 2271 FRAMED FRACTION FRAMED R VALUE 0.07 5.2 I .ol3yv 7_ OUTSIDE MR FILM O - 17 22.71 5.1.1 .0 R -t1 R- 38 OUTSIDE MR FILM U oyg . U 0yg o, 5 FRAMING PERCENTAGE 0- ig INS FRACITON I INSULATED R VALUE 0.0 2 0. G•2 FRAMED FRACTION FRAMED R VALUE OUT SIDE Am FLU 0.059 k I , 0.17 VIED ar r o c f IUKNIg s ; t R PERM /RPDP7 VA L. L.EV V /IV L_ Z//1/0 L577: ApPAz /4&(2 / / 74/zY fi:D. (5, rOg1d/L4 P9S--'46noe1-. NEW TRUSS c /24" 0. c • Sthil P5014 TIE. I-12.5 ONE SID 7 L/5S .5t1Ppol2r PErA L Ex/sr7il6 23 L.1X, WA Z. L TRUSS -. (2)-16d TO-(AILS 2..xc0 STUD WALL Of CAI 0\1 0 313 R ION 1 t U BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER 414 7 -06 -00 IC-5 7/8' Wall Height w tT 03 • lJF t,Ee -K ° � c zi " t10 - C o- u 20 -00 -00 • '6 -00 -00 50 -00 -00 FILE COP and ..-p on of of co O •-» L ? J ci CyU ° ntra .+ vs o a GI L T ++ a+ 4.r y N L 4.-+ C t� -a - L N N a 2 O o A to ••o fn a y -+ a7 C 7 . 5 .. L a ~ c a as us a - c_s a v a Ca OF TUKWILA `APPROVED A 07199 AS 110 F £r stlL DING DiV ? IOA ,r oN LcFT FRAMING PLAN SCALE: 1/8' = 1' -0' 1, 0 cJ Copyright tC) CoopuTrus Inc. + 6 51.igh:vj Giass aoot I O FOR APPROVED APP.OUg dirtstedwo6 (440014. APR 0 7 1999 4frafredimcioes S -# Wail tua TILDING d r• OA. E DIVISION AS NO fED 1 1;10‘becim 2,yo-rol Atce. 6' .2x0 4 1x 4 / et) , ZAN O NIz ASSOCIATES/ 3/13/98 RECEIVED City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, INA 98188 Attn: Ken Nelsen Regarding: AVVT Upholstery 14612 Military Road So. Permit Application #D98 -0004 This letter is to confirm our discussion via the telephone this morning. Please accept these changes to the previously submitted revised plans. Sheet #1 SITE PLAN revised to reflect the building will be moved North so that the building setback will be 10' -0" to the closest point. Ventilation Schematic; has been revised to reflect the Building Occupancy of F -2 TYPE V -N. Please correct any other documentation not provided by this office UBC Table 5A F -2, V -N - I HR <5 Ft. NR elsewhere (on bearing walls) Non bearing walls NR elsewhere. Ken, I hope this clarifies our changes. Than You; Robert A. non Architect of Record RAZ/maz RFV/S 10 H . &JIU2N6s Anew WPM/ � Sit 1 1 6 1998 SCALE : 1" - 2O' -O" COMMUNITY DEVELOPMENT • RECEIVED MAR • 6 1998 • :COMMUNITY : DEVELOPMENT p g 6 ' 5//3/T8 Loo V VALJE Oso MAX DOOR V VALLE = OhO 'r nil g ri0i' AIL. MAIIML WARE DAMPER WM LOCVJMe Mloamoo. imam 1010o cl11. MATED VAIN Gods= We t' -0' toe .aaurs• ..�...n.�: ac;.�ra�ra�.. .•,aailxr: _ s;xcaa:.:'+�� �P_aYS...cv^,.3d -'Y' r.. L rn 18*-0" Wall Height 40-00-00 REVISION NailY15-0004 4, Components Northwest, Inc. will not be held liable tor these plans. It is the responsibility of the owner/ contractor to check 6 verify all dimensions and conditions. AIRPORT VALLEY VINYL UPHOLSTERY ADDITION DATE: 10/8/97 PAGE 2 of,TV IVED Tumuk JAN 1 4 1999 PERMIT CENTER R ecetve miLA cm ( oF.Ithvi‘ 0%14' "99 • PERMIT CENTER • 05 L:3 BeceNe40 0 51 of 1 U 3A II 199 peRvArt GetsnER . 14612 Military Road South • Thkwila, WA 98168 Phone: (206) 248-3309 •Fax: (206) 248-1138 BUILDING , #1 HAS FLAT ROOF WITH 2 DRAINS THAT TIE INTO A 6 INCH TILE TO STORM SEWER. BUILDING #2 HAS SLOPED ROOF WITH CONTINUOUS GUTTER WITH 2: DOWN SPOUTS THAT TIE INTO A 6. INCH DRAIN TILE THAT TIE TO STORM SEWER ON EAST SIDE OF BUILDING. BUILDING #3 HAS SLOPED ROOF WITH CONTINUOUS GUTTER WITH .2 DOWN SPOUTS THAT TIE INTO 6 INCH DRAIN TILE THAT TIES TO STORM SEWER ON EAST SIDE OF BUILDING. BUILDING #4 WHICH WILL BE NEW ADDITION, SLOPES INTO THE HIGH POINT OF BUILDING #3 AND WILL UTILIZE ITS STORM GUTTERS & DRAIN SPOUTS. ALL FOUR BUILDINGS USE GUTTER ON EAST SIDE OF BUILDING WHICH DRAINS INTO STORM DRAIN ON NORTH SIDE OF BUILDING. RECEIVED MAR 31 1998 PUBLIC WORKS D 98- 000q AIRPORT VALLEY VINYL UPHOLSTERY 14612 MILITARY ROAD SOUTH TUKWILA, WA 98168 MILITARY D. S. - L: SITE . PLAN ~SCALE:4 NONE T ' w Q D Copyright (c) Compuirus Inc. ACTIVITY NUMBER: D98 -0004 PROJECT NAME: AVVT UPHOLSTERY D PARTMENT: Building t)4 Division j -116' P u Iic Works C.) 147141 WR•ROUTE.DOC 1/98 Fire Prvintion C Struc DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ TUES/THURS ROUTING: Please Route ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DATE: 3 -6 -98 mj P • • n2 Division ❑ ermit Coordinator DUE DATE: 3 -10 -98 Not Applicable ❑ Comments: No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 - 24 - 98 Approved ❑ Approved with Co ditions ❑ Not Approved (attach comments) ri coffe(Mtin Cie( l ar Leo' £ k/7 EVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0004 DATE: 5 -7 -98 PROJECT NAME: AVVT UPHOLSTERY DEPARTMENT: Bu d i n Division 17.4 6 - 12 •u.Iic lorks 't . G -3 -40 /511 F' a Prevention Planning Division � . 3 - 1z- 4 /e APP 3:-/0-1T5 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 5 -12 -98 Complete ❑ Incomplete ❑ Not Applicable 0 Comments: TUES /THURS ROUTING: Please Route ❑ 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: 5 -26 -98 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ \PR•ROUTE.DOC 1/9tl REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: ACTIVITY N UMBER: D98 -0004 :PROJECT NAME: MT UPHOLSTERY Original` Plan Submittal Response to Incomplete Letter Response`to Correction. Letter # XX Revision # 1 After Permit Is Issued DATE: 1 -12 -99 DEPARTMENTS: uil ing Division P is orks Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: \PR•ROUTE.DOC 6/98 PLAN R�WUTI R SLIP Fire Prevention Structural C C 0 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -14 -99 Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: Plannin Division Permit Coordinator Not Applicable El No further Review Required DUE DATE: 2 - 11 - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) eal MI [ ktdi ted C REVIEWERS INITIALS: DATE: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El REVIEWERS INITIALS: DATE: :.•„• • '•••'• •:•."•-•,•• • • ••••' • '•••• CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Date: 41/ O Response to Incomplete Letter 0 Response to Correction Letter kc• gevSii 4 I O Revision after Permit Issued Project Name: A-AVOV\ P CAlo .c. Project Address: 1‘1601 ? VI, tti ila Contact Person: -- ro v't 1 1 12414t I 14 # Number: 2.0(9 Sunrary of Revision: l iZe \ oLt.,4 Le -- k - -- 0 ro K re c(loin /6 #6) r --- q r,o p 0 9 irt. Ile v 1- Ce)ir K1 ec..1-1 ot,, 5 Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center II Entered in Sierra on Plan Check/Permit Number: 4 0 ( 1'8 ' 00 4-1 RECEIVED CITY OF TUKWILA MAR 1 9 1999 PERMIT CENTER zqie 336 3/4/99 REVISION SUMMARY: tvi 441 164 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: P124/ PLAN CHECK/PERMIT NUMBER: ' 09 q-000 PROJECT NAME: A-kik0 PROJECT ADDRESS: it/10 Hilbtel Pot CONTACT PERSON: br% 2 CbQ PHONE: 70(0 2 33o, Agtil pcbm keJ Pot/Lie+ CITY USE ONLY Si e_ tt,LIVED CITY OF TUKWILA JAN 1 2 1999 PERMIT CENTEA 3/19/96 CITY OF C TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: ci /l PLAN CHECK/PERMIT NUMBER: PROJECT NAME: Anlael fJ ceb-c PROJECT ADDRESS: //(0 ( 7 H , ` 11-cv CONTACT PERSON: 11 Ce.`6 PHONE: Z..b(t 2ycr .?:05 REVISION SUMMARY: �Ov� ��C,h - R e- ri I. - S'v ri1 E JI r I �-I ea- ►� 1 q.fer',5 bavt s n � ►'l t� � SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA MAY 6 7 1998 SUBMITTED TO: pFRMiT nr# Tf (7 D9&000l 3/19/96 CITY OF TKWILA Department of Community Development Building Division - Permit Center 6300 Southcenfer Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: '?J - tp - W PLAN CHECK/PERMIT NUMBER: 1Ooeu4 PROJECT NAME: 14VV7 (Aph0 inderV PROJECT ADDRESS: Iota t at II WI POI CONTACT PERSON: f'(1 4 fn ('t/ ' PHONE: 2-0& - 2 - 1 REVISION SUMMARY: � c� b rP CC L4 ri-L SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ( A►- 1 Is p e nd D�fB- OOO�F RECEIVED CITY OF TUKWILA MAR 0 G 1998 PERMIT CENTER dv+kuua ivao 3/19/96 Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: 1 Summary of Revision: 1 1 r 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 Date Issued Staff Initials 0 j I 1 1 r 1314 Li- 0 ` Summary of Revision: i , , • , a , , ,,. 4 ,, . r! Jr , „ , IA Aim Received By: 4_h -.nr► J CeioQ Revision No. Date Received Staff Initials Date Issued Staff Initials REVISION LOG PERMIT NO:. Original Issue Date: Received By: Summary of Revision: (please print) (please print) (please print) (please print) i Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: i (please print) • City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director January 28, 1999 Anton Cebe 34709 Thomas Rd E Eatonville, WA 98328 Dear Mr. Cebe: SUBJECT: CORRECTION LETTER #1 - REVISION #1 Development Permit Application Number D98-0004 AVVT Upholstery 14612 Military Rd S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Fire Department, Planning Division and Public works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98-0004 4,4 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 April 1, 1998 Mr. Anton P. Cebe 34709 Thomase Road East Eatonville, Washington 98328 Dear Mr. Cebe: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0004 AVVT Upholstery 14612 Military Rd S This, letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Planning Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, l� Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0004 Department of Community Development Steve Lancaster, Director 6300 So uthcenter Bo ulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 • City of Tukwila Fire Department Fire Department Review Control #D98 -0004 (510) Dear Sir: January 14, 1998 Re: AVVT Upholstery - 14612 Military Road 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, 108: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$4404 • Fax (206) 5754439 L City of Tukwila Fire Department Page number 2 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 10A -4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 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) 3. 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) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Your street address must be conspicuously posted on John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax• (206) .575-4439 of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief t he building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 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. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, : The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax. (200 57.5.4439 City of Tukwila Department of Publk Works Ross A. Earnst; P. E, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 • - • • DATE ,.'..'•:••PROJECTNAME: AVVT Upholstery . '.• • • -- • • D98-0004 • PLAN REVIEWER: Contact Joanna Spencer at (206) 433-0179, if you have any, questions regarding the following comments. 1) Show existing storm drainage, sewer and water lines on your site plan. Site plan shall be drawn to scale. Any utility lines inside the perimeter of the proposed new addition shall be relocated. Identify location of the nearest fire hydrant. February 3, 1998 Mr. Anton P. Cebe 34709 Thomas Road East Eatonville, Washington 98328 Dear Mr. Cebe: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0004 AVVT Upholstery . 14612 Military Rd S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 9, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division, Planning Division and the Public Works Department must be met. Building Division: Contact Ken Nelsen, Plans Examiner, at 206 -431 -3670 if you have any questions regarding the following. comments. .F 1. The license on the architect's stamp has expired. The architect's stamp must be current. 2. Architectural drawings are required as follows: a. designate occupancy per 1994 Uniform Building Code b. are sprinklers required? c. less than 20 ft set -back to property line requires rated wall and parapet d. ventilation is required per W.S.I.D.A.Q.C. e. compliance with the energy code is required Planning Division: 1. The proposal does not meet 20' front yard setback or 10' side yard setback requirements. City of Tukwila Department of Community Development Steve Lancaster, Director Contact Michael Jenkins, Assistant Planner, at 206 -431 -3670 if,you have any questions regarding the following comments. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washi . on 98188 • 206 431367 John W. Rants, Mayor INNS Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0004 Please see .enclosed memorandum. P ublic Works Department: Contact Joanna Spencer, Development Engineer, at 206 433 -0179, if you have any questions regarding the following comments. The City: requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block :If your revision does not required revised plans but requires additional reports or other documentation please submit five (5) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If, you have any questions please contact me at the City of . Tukwila Permit Center. of (206) 431- 3672. DA • NAME: • PROJECT N Mach • APPLICATION NO: Anoi D98-0004 1 U 7 p 1 h 9 o 9 1s 8 tery addition ...• • . PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670 l'Icase provide additional information, clarification, and/or correction on revised .plans for the following Building Division structural review comments. 1 • In addition to the structural calculations of the new additions components, provide a analysis fiar the existing wall and foundation proposed for the bearing of the new truss roof East end. , • Specific, concern should be given to the existing wall headers for the pair of 10 foot overhead door openings. *;" • 2. Structural drawing number 1, section "B" requires more specific detail of the actual bolts size, bolt grade etc. and analysis for the suitability of existing wall framing at 12 inches on centers as note with the this plan detail. ' . o further comments at this time. , • • • 'liUILDING DIVISION REVIEW , No iiirther comments at this time.. BUILDING DIVISION REVIEW. DATE: March 17 1998 PROJECT NAME: AVVT Upholstery addition APPLICATION NO D98-0004 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670 - Please provide additional information, clarification, and/or correction on revised plans for the following Building Division structural review comments. 1 In addition to the structural calculations of the new additions components, provide a analysis for the existing wall and foundation proposed for the bearing of the new truss roof East end. Specific concern should be given to the existing wall headers for the pair of 10 foot overhead door openings. . Structural drawing number 1, section "B" requires more specific detail of the actual bolts size, bolt grade, etc. and analysis for the suitability of existing wall framing at 12 inches on centers as note with the this plan detail. DATE: PROJECT NAME: PLAN CHECK NO: PLAN REVIEWER: TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS January 27, 1999 Airport Valley Vinyl D98 -0004 Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. The following comments are the result of our review of revision #1 to permit number D98 -0004 in regards to the construction of the second floor (based upon the plans and details of this revision submittal). 1. The proposed use of the new second floor area has been noted as "complete job storage" floors that are to support storage loading must be designed to safely carry a minimum uniform live load of 125 psf. Provide analysis to qualify the floor foundation, floor joists, beams and posts that provide structural support for this floor. 2. A six foot sliding glass door is called for on the second floor plan. Designate the size of the beam or other wise support for this opening. Note: Also note the location of this door (which floor is it located). 3. Show the intended method for providing the lateral force resisting system for this second floor construction. 4. Show the method of supporting the second floor deck on the wall of the existing building. 6. The minimum tread depth for the stairs is 11- inches. 7. The guardrail is required to extend to 42- inches (minimum) above the second floor deck. 8. Provide the specifications for the proposed "3/8" cement anchors" and the proposed post base (at 4x4 posts). 9. Provide a general note to plans which specifies the grade and species of all framing lumber, beams and posts to be used. CD CD CD c CD 3 0 7 -06 -00 14' -5 7/8' Wall Height � 6 ,11 ® ,c), 3 5 16' -6' Existing Wall Height (- 20'X14' GARAGE DOOR SNDLDOit)Al /'AND 20 -00 -00 A L15'-3 3/4" Wall Height $ /n7PSOIV A PA ti OC.DOWAJ l 24 -00 -00 24 -00 -00 50 -00 -00 4 SLAB ON GRADE SCALE: 1 /8' = i'-0' EXISTING BLDG. 5 -1/8 X 15 G.L.B. EXISTING BLDG. 50 -00 -00 FOUNDATION PLAN 20 -00-00 ''‘- ` 4 S �MP SON MPA/fD liCe&N ij 6-00-00 I 6 -00 -00 d• 7 -06-00 7 -06 -00 L;tS i1_ti31`C� 0 0 0 0 0 SEPARATE PERM_ REQfit' C) ELEC; pLW'A3 GAS (��s O 0 LLD 0 0 Lj,V S1ClN 7 -06 -00 14' -5 7/6' Wall Heigh 15' -3 3/4" Wit 1 Height 2X6 STUDS e 16' O.C, /►4 to `1 rp'G l wood, /s pa, x / ",staff, /es /2."0. c. 1;7 e/d ,SHEAR f/4 a. D'ETZGEN NO, to 'F AGEPROO %. ASTER FORM EXISTING BLDG. 16' -6' Existing Wall Height 2 4 F13t 24" Tr 50 -00 -00 us 3e 5q/87 I5 G.L.B. ROOF FRAMING PLAN SCALE: 1/8" = 1' -0" 1/4' SLOPE 4" SLAB BUILDING SECTION Q SCALE: 1/4" y 7 -06 -00 3 0.a. ed,Pes and F -01\1 .P+ T 4 " A‘) 1998 D the. tse. 4/ /j r/—/e h/y wood, iacr ea 4 7/pd Q4/ rang./ ed94'S 1 /2 c. he_ 3i:n /9son .MRAW,D h9/aim eolc4 j, o f eac4 sheer ttla // `'J /a -idd ,h d6 /. ,studs 0 0 0 0 RECEIVED CITY OF TUKWILA PERMIT CENTER t T -911 Sheathing (W /4' panels) EXISTING ROOF SCALE: 45 N0 rED DATE: /0/2 2 9 7 01 cont. f o�12• o. e _ o il Finish Grade APPROVED BY 0106 10 I)ENNEY ENGINEERING INC. 3B809 101st AVE, SE AUBURN, WASHINGTON 98092 PHONE I FAX ; Dv . ) 930 2X6 Stud wall (studs P 16' o.c.l R -19 insulation Treated 2x6 plate w/ 5 /B' anchor bolts P 24' o.c. Embed 7' min. LAB Insulation i4 Dowel @ 18' o (21 15 cont. Reber w/ corner bars J 1 - 00 -00' Q l." Typ. Foundation @ Ext. Stud Wall SECTION / A SCALE: 5/8" \ H / Torch-Down 1/ SLOPE roofing 3/4' TM ply NEW ROOF Typ. New Roof Connection @ Exist. Roof Line SECTION SCALE: 5/8" po E :/7 /13 , /rac Qc ?E 0 OCT 2 2 1997 2x4 Flat trusses @ 24' o.c. \4 by 'C.N.I. TRUSS' or equiv. Xe P.T. NAILER BOLTED @ 12' OC 14 /RPORT 1/ /A/YL -- /P o 57ERY ADDA1. DRAWN BY ERA DRAWING NUMBER