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Permit B93-0326 - SYSTEM SEVEN - CONCRETE SLAB AND PAINT BOOTH
+�,nay� 5%yEry ov-vfei\ &1&-D4Ple2 City o 7U1 cwil� (206) 431 -36 70 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0326 Type: B -BUILD Category: NCOM Address: 10825 PACIFIC HY S Location: Parcel #: 042304 -9159 Zoning: M2-L KR304E SEC423 Type Const: II -FR Gas /Elec: a Wetlands: Water: SEATTLE Contractor License No.: GCCONI148RN TENANT SYSTEM SEVEN 10825 PACIFIC HY 5, .,;'wTUKWILA; . ;WA <98168_ OWNER MR. & MRS. A. B 'SPEED ' 13229 DES MOINES.WY S, SEATTLE WA 9816 CONTRACTOR G C CONSTRUCTION INC. P.O. BOX 4 1.650, WOODINV.ILLE,.W" 98072 CONTACT RONALD WOODWARD'.. P.O. BOX( 1650, ..WOODINVILLE, W 98072 Status: ISSUED Issued: 10 /04/1993 Expires: 04/02/1994 Type of Occupancy: EQUIPMENT Slopes: Y Sewer: VAL VUE Phone: 206 893 -5391 one: 206 481 -4222 4. 206 481 -4222 * * ** * * ** * * **;`k** * * *. *.** * * ** *' * * * * * *.k:,* * *: * * * * * * ** * ** C . * * * * * ** * * * * * *` *" * * * * * * * * * * ** Permit Description POUR=;; CONCRETE SLAB AND ERECT ;MODUL'AR PAINT BOOTH SETBACKS': Front: - '0 Back': Left. Right, Units: 0d1:;' Buildings,:„, 00>1, ;„ Fire Prb`ection: SPRINKLERED UBC Cd i 11'6n . 1991 Valuation: 33 , 705':60 -,,-ti t Total Permi t Fee . 5116,183 ' * * * * *k*** * * ** *****'.*****4** **'k* * * * *k 3 *,*- * k** k * * * **k * * * * " * * *ir*yl;�ic;k * * * ** d S i'gnature I hereby ='cer tify ,that I have read and', e'xamilne'd this ,permit and know, the same to b"e;,.true ,,and correct. All prov'isi'ons,of".,law+ and ordinances-;` govern i ngh s' work will be complied with, whether ,'specified here,j'n or not. The grantingc °of this permit does not presume'to ho give autrity to violate or cancel 'the �prgovisiohs of'any other state or ,local laws regulating construction or �,ir:he pe'r farmance of.; wor k.,., I f am author,;i zed to ::sign for and obtain this bui " -'j =, permit. Signature:..; Date: Print Name: /mooi-1ld/ This permit :shall become' null and v'o'i "d " " "i`f" 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. CITY OF TUKWIL- Department of Cor rnunity Development — Permit Centei,‘ 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 695 -ao PROJECT NAME ,� 3ey- 1O'fS Poc l∎-F SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :i?ARTAIIEI .......... ....... BUILDING - initial review FIRE ROUTED � r G2 � Zv '7(� I "I l INIT: LANNING 'Zai,,t •, G UIREMEN1 iC.OMMEt CONSULTANT: Date Sent - Date Approved - INIT: X PUBLIC WORKS FIRE PROTECTION: 10 Sprinklers • Detectors $ N/A FIRE DEPT. LETTER DATE ": ✓ - a' INSPECTOR: "IN ZONING: BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: /'MINIMUM SETBACKS: N- P//// i3 UTILITY PERMITS REQUIRED? INIT: S- E- ) Yes 5 No PUBLIC WORKS LETTER DATED: /D/j /fg 0 OTHER k BUILDING - final review INITj� 7o 4 TYPE OF CONSTRUCTION: ri INIT:4 CERT. OF OCCUPANCY? UBC EDITION (year): °Yes No t Cti t BUILDING OFFICIAL fts 7117 717 REVIEW COMPLETED (1 INIT: AMOUNT OWING: 4Q),(-Ls CONTACTED Ronald DATE NOTIFIED BY: ..4E5 (init.) 2nd NOTIFICATION BY: (init. 3RD NOTIFICATION BY: (init.) . 01/08/03 ' CITY OF TUKWILA BUILDINa PERMIT APPLICATION Department of Community Development - Bulldin 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 g Division BUILDING.PERMIT:FEE <' PLAN::CH ECK .FEE'!> BUILDING'SURCHARGE::'; PLAN CHECK NUMBER 9 03 (0, IMAM Inkinalmi UN= IMMINgIMINEMEMPfal OTHER: .. SITE ADDRESS 10825 Pacific Highway South SUITE # VALUE OF CONSTRUCTION - $ $32,000.00 PROJECT NAME/TENANT System Seven TYPE OF L) New Building L) Addition L WORK: 0 Rack Storage L) Reroof 0 DESCRIBE WORK TO BE DONE: Pour 5 -1 / modular paint both, Erect a 18' ASSESSOR ACCOUNT # 0423049159 -05 Tenant Improvement (commercial) Li Demolition (building) Remodel (residential) ig Other• Paint Booth' 2 concrete slab and erect a 16'- 4x60' - 4x15' -8 x62'x18' roof structure over modular booth BUILDING USE (office, warehouse, etc.) Paint Booth NATURE OF BUSINESS: Truck repair WILL THERE BE A CHANGE IN USE? )0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 9 60 s . f . Tenant Space: 0 Area of Construction: 1, 1 1 6 s . f. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No UYes IF YES, EXPLAIN: Painting products PROPERTY OWNER Mr. and Mrs. A.B. Speed PHONE 893 -5391 ADDRESS 13229 Des Moines Way S., Seattle, WA ZIP 98168 CONTRACTOR G.C. Construction, Inc. PHONE 481 -4222 ADDRESS P.O. Box 1650, Woodinville, WA ZIP 98072 WA. ST. CONTRACTOR'S LICENSE # G cc...0 0 W.$IP.A EXP. DATE 9/30/94 ARCHITECT None PHONE ADDRESS N/A ZIP 1;HEREBY .CERTIF:Y: :THAT! HAVE READ AND::EXAMINED THIS APPLICATION ANp..KNQ1(11:T. N • BETRUE:ANiDCORRECT ANpa THORIZED TO. >APPLY!FOR :THIS:PERMIT, BUILDING OWNER SIGNATU /emu % /��� z7 OR PRINT NAME AUTHORIZED / aDu//Akh ADDRESS A,'&, / x / /s-67 /44c,„0/.v ,,z442:: CITY /IP feed 7Z AGENT DATE HESA PHONE ice/ CONTACT PERSON 5� PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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 o this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is i sued within 180 days following the date of application shall expire by limitations. The building official may extend the time fo action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Secti 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED RECEIVED CITY OF TUKWILA a PERMIT CENTER DATE APPLICATION EXPIRES 83/16411 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS . • • ri Completed building permit application (one forbach structure) SUBMITTAL CHECKLIST • •• • •• ••• • •• • •• • • • .• ••• :ii Spocifications • • : ••• " Stiuotura caicukittons stamped by • a wit si,106turi:s444 Iiconsod engnoor 1 ..S011i:reeerft ' ........... ........ ......... Washngton ....... ....... raphi TogogCal:-silhiey I„..,.... .„.,. ....Energy :calculationastamped by a Washington:Statetioensed:::::::"::::::•:"..:•: . . Legal description . . .. . . , Working-drawings,•StanPadhy a Washington :S..... tateitice, r arthltoct,whi�h „ . • •• ••• •••• • ••••:•• Archltocturdi drawings . •••.." . Structural drawsngs Mechanical drawings Elovauons Civii drawings • Completed utility permit apphcation (one for entwe projoot) SiX;(6)•.Sets.oficivil drawings "•,•••• . • NOTE.... Soe'utilio;:perinit':ili)plication•.od:Chiathidi.t..,for.Specilidutili4%.i."..,.:::::::::::::,:. submittal :redui re ine I I . . . . .". . ............................................ . 'Completed building lierrrilt:•apPlIc.iitiOrf•:.'•:•-•";:. Assessor Account Number • : : ................. .. • :Two (2) setsOt plans, which include. • :••• Building floor plan showing ••••• • • ..; ••• • . • • Entire space whore racks will be located .• .•• : . • Exit doors . :.••••:••••: :••••••• •••••••:••••: ••••• Dimensions of all aisles': : , : • • • •••• •:: Tenant space'floCr.plan showing rack storage iayout,• aisles and • ; NOTE:. Include dimensions of racks (height, width and length),.aisles: • , and exit ways on plan, . : • : •. •••• :•• . . • . .•• Structural calculations StarnPed by a Washington State licensed engineer (rack storage:B.:4pq RESIDENTIAL COMMERCIAL .: . . TENANT : . .: IMPROVEMENTS buIlng • . 7 1I ; .: r 6 Assessor T Sr t t plans, I ncludo I : • • Location of tenant • Existing and proposod parking • Landscape plan (if appl Ovorafl • • buliding • , • t locaVon Floor plan of proposed tonant spaoe • Tenant space plan with usa ot each room Iabellad .... d me • : an,. m :•rf.:7;7::::•::::•••••••"'"•":•1!••• .• nef: ::•. o • 111.11•11111111.0, Structural calculations stamped by a Washington State licerised engrieer may be octuiroif:StructUra.w, appllcation and plans ••.. • • . . . . . . . .. . . . : . . . . . 4E9 . ••••••••••.•••••••••••••••••.,":::::.::',.:11i•••••••••••••:.••••••1.•••:••:•" ••••4sse•SSor::ACCOUnt:Nlimher:::::'•:::::::•••••":•::::":::::::::::::::.:"••••••"::":".::::'• • •••••••••••:••••:"'"•.:::::•:::"•': ::.NarrtitiVe:Oesoribing:x(Stilig:rOpLirnaterial:'being:'.rernoVed;:jan material being installed . .......................................... prior.to'final 1 1 ANTENNA/SATELLITE:DISHES CoMPletedbuildit)g permit appllcation 1 Assessor Account Number • Twe.(2):Sets of OlanS,•WhIch'inclUde;:::;;;;•:::;.•;:::::::::.:.::: Site .Plan (showing building and location at aritenna/Satellite]dis Detalls:antenna/Satenfte .distiOnd.mothed of attachment StructUral:calculationsstarioud by a Washington State licensed engineer May be raquired NEW SINGLE-FAMILY DWELLINGS/ADDITIONS I I CoMploted, iwilding.•OerrnitappliCation'(one.ifor.each Legal 'description:::::; ......... . . Assossor Account Number TWoseis•(?)::of:worl.cincj:•draWings;:Wiiich•include::. : •••:•••••"• • • •. . • Foundation. plan :•.,InCludeicCeSS•te bUllding;•ShoWing .• Floor, • ::•:.::::••• widrh•and length at OcceSs.):,:.::::::•:•:•,:•. • Building elevations (all views) • :::.• •••• • • • Building cross-section • • .:.• : • • Structural framing plans ' • ••• • Washington State Energy Code data • : — • • • • Completed utility permit application • • •••• :••• • . ••• • • . L Six (6) sots of site plans showing utilities' • • 1 • • NOTE: Building site plan and Utility site plan Maybe combined. See,..• : utility permit application and checklist for speallic submittal requirerricint.' Additional topographical and soils information may be required if iMique • silo conditions. . • RESIDENTIAL .REMODELS. ..:: 1 1 Compieted buliding permlt application (one for each structure) E Assessor Account . • .. ...• •:. Two (2) sets of working drfrigs which inciude Site plan Foundation plan ; • . :•••••••.":;:•::••••••••:!•:: Floor plan Aoof plan . .. . • . • (*" ., "} • • !�L •v; 2n:. •n '.' .. :�ii ..x•. }itr :[ • .l— Ya2 +7.lkrNfc •:4 rri7•'r:4itn ..� • STATE OF WASHINGTON REGISTRATIONS AND LICENSES UNIFIED BUSINESS ID 11: 600 645 642 BUSINESS ID #: 001 LOCATION: 0001 EXPIRES : 09 -30 -1993 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION G.C. CONSTRUCTION, INC. 19501 144TH AVE NE #A -800 WOODINVILLE WA 98072 TAX REGISTRATION MINOR WORK PERMIT REGISTERED TRADE NAMES: GC CONSTRUCTION, INC. INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE ty The above entity has been issued the business registrations or Ilcenses listed OEM-WENT OF UCENSINO, BUSINESS UCENSE SERVICES, P.O. BOX 9031 OLYMPIA. WA 98507.9034 1200) 7594401 blroc tieperrtmeni nken,(ng TOT.AMIYMVIMIIMlsOINSIM .1 PR0001649 j- DETACH TO DISPLAY CERTIFICATE —; f NKWKV\NYWWY -�V� 1, — DEPARTMENT OF LABOR AND INDUSTRIES S' THISICERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .:1 � z CU;MST�1`F�Tr �'tIENg1LL;' pLQfttATION NUMBER,. '� • A.GCCON,I *1.48RN • ; ti; . EXPIMTION,DATE jZ /J.i /93 12/1.5/86 W0001NVILLk •NMANNWW+AVYMMN\r‘-`1N \` \ NK\NNN\\VNNtiNN STATE OF WASHINGTON L DETACH TO DISPLAY CERTIFICATE 1 F625.052.000(3.02) * ****k** * *.**kkk• kit* *h*h ***** * *k,t•k•k•k**h**N***IT 8/7..4198 1RiAJ�. kh * *h *;•k *h ******h**kk** ** * * ** ***hkk** *** *•k* ;i00i.162 Amount: 193.0326 Type: B »BUILD BUILDING PERMIT 06!25/93 )4 °2304- -915 1 10.825 PACIFIC HY S snit: SAO . :HECK Notation: RONALD WOODARU ******** k• k• k• kkh• k• kkk* * ***•k *. * *k•k** * *Akk*h***** * * ** Description Paid BUILDING •- NQNRE5 193.50 PLAN CHECK - NUNREB .50 STATE. BUILDING SURCHARGE 4�1 4.5Q Total (This Payment): Total Fees: .88 All . P 495.38 .3 Balance: GENERA 297.50 GENERA 193.38 GENERA 4.50 TOTAL 495.38 CHEC }(: 495.38 -CHANGE 0.00 3758A000 1540 RETAKE OF PREVIOUS DOCUMENT • ji'e 7:,if'• w7 .1. >.Yi7:l: tip._ ..�.L� _ ±esYi l'1: !i'ti� _� ~'�'C71 REGISTRATIONS AND LICENSES STATE OF "'•— WASHINGTON UNIFIED BUSINESS ID 0: 600 645 642 BUSINESS ID 0: 001 LOCATION: 0001 EXPIRES : 09 -30 -1993 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION G.C. CONSTRUCTION, INC. 19501 144TH AVE NE 0A -800 WOODINVILLE WA 98072 TAX REGISTRATION MINOR WORK PERMIT REGISTERED TRADE NAMES: GC CONSTRUCTION, INC. T The above entity has been issued the business registrations or licenses listed DEPARTMENT OF UCENSING, BUSINESS LICENSE SERVICES, f P.O. BOX 9034 OLYMPIA WA 98507.9034 (206) 759.4401 INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE YI�a. �uct'�ia Dlroc bepertmenl of Lkeneing Pfi0001649 aNTinzsuvraam- j—• DETACH TO DISPLAY CERTIFICATE - TyivIB=24422brTy>«r DEPARTMENT OF LABOR AND INDUSTRIES THIS,CERTIFIES THAT THE NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A PERSON CO NSt`j.'•e IAT NUMBER,. '; CCON.,I *:14'8RN, FFECT.IV D.AT..g • i. '1!•`.." ab NSTFRtJ Y! ON ='xNG' r:;,n'•;BO. `'1650. It i • WOODINVILLE ,. 'WA 98072 • EXPIMTION•OATE 1.2/11/93 12/15/86 STATE OF WASHINGTON i DETACH TO DISPLAY CERTIFICATE..! F625.052.000 (3.92) HM�4= 424 law. ** k*k h***** h** k**************** k•* *******k* ** *****h **** ** *k4 ***** CITY OF TUKWILA, WA TRANSMIT h** k** kk k* k, k*** h********hk***; 4****** .* ** * *** * * ** * *;4** *h *** * *;t* * ** TRANSMIT Number: 93001162 Amount: .495.38 08/24/93 1.4 :52 Permit No 893-0326 . Type: B--BUILD BUILDING PERMIT Parcel Na: 042304 -9159 08/25/93 Site Address: 10825 PACIFIC HY S Payment Method: CHECK Notation: RONALD WOODARD Init: SAO k*** k*** h*********** h*****'k k* k**• k ** * * * * **k ** *****e*** **k *k* * * * ** Account Code. 000/322.'100 000/345.830 000 /386.904 Description Paid BUILDING •- NONRE5 297. «50 PLAN CHECK -- NONRES 193.38 STATE BUILDING SURCHARGE • 4.50 Total (This Payment): 495.38 Total Fees: Total All Payments: Balance: 495„38 495.38 .00 GENERA 297.50 GENERA 193.38 GENERA 4.50 TOTAL 495.38 CHECK 495.38 CHANGE 0.00. 3758A000 15 :40. 0 ** ***k*** ****k ***irk**lr•. ******** k* h*• kk * * ***k*•kk*•kk *k**k•k********* CITY OF TUKWI:LA, WA 1•RANSMI.T ********.**k******* k***k �k****** k**• k*: 1 *** *•kkk *k* ***** ** **k•k•kk *kkk* TRANSMIT Number: 93001409 Amount: 21.45 1.0/04/.93 16:06 Permit No 893 -0326 Type: 0-BUILD BUILDING PERM1.1J05 /93 Parcel No 042304 -9159 Site Address: 10825 PACIFIC HY S Payment Method:, CHECK Notation: RONALD WOODWARD Init :.SAO k** k******* k* k* k A***kk kk k* k• k* k****** /*'rkk *kk***k*kk**k *****. * ** Account Cade 000/322.100 000/345.830 Description BUILDING - NONRES • PLAN CHECK - NONRES Total (This Payment): Total Fees: Total All Payments: • -Balance: 516.83 516.83 .00 *�. Paid 13.00 8.45 21.45 GENERA GENERA TOTAL CHECK 13.00 8.45 21.45 21.45 CHANGE 0.00. 5017A000 1545 CITY OF TUKWILA Address: 10825 PACIFIC HY S Permit No: B93 -0326 Tenant: SYSTEM SEVEN Status: ISSUED Type: B -BUILD Applied: 08/24/1993 Parcel #: 042304 -9159 Issued: 10 /04/1993 * * * * * ****k******* fir******k k**** k*k**•***k ** *k *k**kh** * *•k **•k* k ft* **** **•k•** ***k* Permit Conditions: 1. No changes will be made;.; to `;the: plans unl es s:, approved by the Architect and the Tukw'i' a` °Bui lding 2. Electrical permit= sha°ll be .obtained;through "the.,.Washington State Division, oL:abor. a d h dstries electrical work will beinspected by ght 1agency J248'46630. 3. All mechan1ca °yl' wor0:s'ha.11{ be under .separate permit through the City .of • Tukwi la 4. All permits', inspection: .records, ".. and approved pl�ans. shall be maintained available .at the job` siteprior to'- the.s;tart of, any construction. These :•docurents are to be ma i nta`ined available ,until final inspection approval is granted. 5. When ;rsp`eci`al;, inspection ' is required either the owner, arch`,it'^ect'-orengineer `shall no,.tify` the Tukwila Building..: Divisions of appointment of the inspection agencies prior-to theL first -bui lding ,inspection,. Copies-of all special p`ection reports`:shal'l be ins submiiteCto the Building Division in. a :time•i. ymann,er. {, Repa'rts ;shal l'contain address; project ' "name, `permit "number end type of inspection being perfo'rmed,.; end 6. They :specie.i inspector shal 1submit° a final signed report. _ statI ng whether the work ;:.requ i ri,ng,:;speci a.1 Inspection was, to the test of »the inspectors know;l edge,_ f.. in.-conformance'.with appr'oplans and specifications, and °�th,e..applicable work: mansh,lp,ov prirsions of the UBC. 5 7. All str, ctura1 concrete shall be ,speciall inspe;ted (Sec` (a) 1,. sU8C) f ! 8. All structurar :iwelding shall bet`,d`une b;jy..4J,.A Q O. cert•ified: welder and specj;a�;1 .� inspected (Sec. 306 (a) 5gUBC);;.; �3 ra y .:.. 7. . 4...�1 is e. 9. All constr'�i•ot i o'n!:to be done.. in conformance-with app;r`oved': plans and °re:qui reme'nts of the Un= iform' `'Building Code (.1;991 Edition) as'ame,nded by the Washington ,.,State .Building >,Co'de, Uniform Mechan'l�dal Code (1991 Ed;iti`on)t and Washington State Energy Code (19'91'.;Second Edition'): 10. Validity of Permit : { iThe: ,.issuance of a' perntj't� pi 'approval of plans, specifications'. °an'd,`com tat-,�ons.w ' '�t . con- strued .,,,. pu .,,.:i,,, �"h�a4iw:l.- riot be c n- strued to be a permit for, " "'or ". - art: :.ap'prov'al of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 11. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building. Inspector. City S Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #1393 -0326 (512) John W. Rants, Mayor September 20, 1993 Re: System Seven - 10825 Pacific Highway South Dear Sir:. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The installation of this spray booth shall conform to all requirements of article 45 of the Uniform Fire Code, 1991 edition. 2. An approved automatic fire extinguishing system shall be required for this project. Local U.L. central station supervision is required. (City Ordinance 41646) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 417 , •IttlrOrd'Art,xn rairnYrl7•vyY,�Kw..u..,.x: a City of Tukwila Fire Department Project Name Address John W. Rants, Mayor TWCWILA FIRS DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. &3.-3,3„z6, 11( _4_ Retain current inspection schedule Needs shift inspection Suite # X Approved without correction notice Approved with correction notice issued. Sprinklers: Fire Alarm: Hood : Halon: Monitor: Pre-Fire: Permits: Authorized Signature ' Date FINALAPP.FRM T,F.D.Form F.P. 85 Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERarrrte. 206) 431-3670 ed: SySn- --77 -7 - Type of Inspect �- N n' E.Q.c..i•r i c,„,S ....p,..«�,J� ''� --- Address: c PAC' 5 Date Called: .di........_v t_,,, .,,. -177:1 loud . e_t, I:,e "art:,: 3 / - c & p.m. Requester: cry, d,.. u.rt.., -t,Q - !..... 1., Phone No.: 7 7 _ 3 � 3,' 2 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS:: n' E.Q.c..i•r i c,„,S ....p,..«�,J� .di........_v t_,,, .,,. 6%:-1,4A aizi-e, 4A.,.. --t-o e_t, ,`)--tki ZiA iA cry, d,.. u.rt.., -t,Q - !..... 1., _ r1...0.a r r� b <Z-V(--- —/C-( q r • Spector: S_ O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be 6300•Southcenter Blvd., Suite 100. Call to schedule reinspection. 11 '-r• 1 1 • L ./INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 7`4777.-, ryt6-0e..- rrr Olio cir- A PPLov\39 .0(1-A-vii 1.16/S . 'f o v■ 1,1`*-9 Tt• limAr ,,.. itdq L-A-e, Vt7rt-A eii ACCfrn4aCsr TO 7t za- A P PA.avz9 A M' G$ -Trpeot Inspection: -tr-- i na--- "z) •TX-c+crutiri-t-- zz— i iman-o 1 NCI , 6t3L-t iJCI) p-trou 1 4 - • Address: C kCi I-I Date Called: . 9 Li Special Instructions: , . k 1 Date Wanted: - Cj -. am. p.m. Requester: J., L Rorie No.: 0 Approved per applicable codes. Corrections required prior to approval. C4MMENTS: *II "P:.:T. r-A-& itePO g2i-S I N 0/ C/1-TV- / NSP earta fJ ryt6-0e..- rrr Olio cir- A PPLov\39 .0(1-A-vii 1.16/S . 'f o v■ 1,1`*-9 Tt• limAr ,,.. itdq L-A-e, Vt7rt-A eii ACCfrn4aCsr TO 7t za- A P PA.avz9 A M' G$ ilk GIS-- A t4 0 1 /4 01( /KS 714 1 S / ,4 A p..f issim, tzTrgiv..— TT, T74 city "z) •TX-c+crutiri-t-- zz— i iman-o 1 NCI , 6t3L-t iJCI) p-trou 1 4 - • 'Sros'zr-ffit..- t t4spist..714,,,I, .7-0 A // Az iv) A 4 kii 1.47 1 •) to ele-f-ini-r- ,.sT A %1E-- op./ s 17S . , . k Inspector: Date: 0 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at - 6300 Southcenter Blvd., Suite 100. , Call to schedule reinspection. IRecefp1 No.: 131e: LCASCADE dolowim no `" `'` TEu 11NL \t:SUE HA; t_7}i7, INC.:. �J '' ' 'f 1 \7] ' REPORT N- , TES'TXJC&V' 3AECTION ,..iEER9 t3EOLDG19TB PREVIOUS g 3 1 %7 ''`" °`' 8 2 8 7 4 19919ILE. 121311-1 0 K$ Lnr�o,wneea3o (2001 239900 DATE lZ -4/ "i 3 CERT. NO, "Y3/Z-/ EVERETT 12013121M9-0317 / TO: T C - ..*atrli /•-L iGyf PROJECT S9 G A'A, LOCATION _r--�083 -5 �Gl4.G LDG. PERMIT NO. -). OTbCICS 6 '3 L 4 OWNER 7? %> ' D a TH FAER a __) E Y d TEMP. AT AM ,51) AT /4? IVPM _ � � '1 i ENGINEER 1 ATTN: ARCHITECT CONTRACTOR G. C. CZIAS4. INSPECTION PERFORMED E: F E ' •' ..L RESTEEUCONCRETE _ RESTEEL ONLY RESTEEL/MASONRY _ STR.ST/WELDING I I9 — OTHER STR,ST /BOLTING �'f "�11 I" 1� 1 1 _ '"- ITE S INSPECTED .- FOUNDATIONS .,_, FOOTINGS IfILAB 4t S „ AUGER CAST PILES .k' 6OLUMNS DRILLED PIERS — WALLS * ' — BEAMS (4) (AREAS) - r1n r O [ � • .� �CA, (5) CONCRETEIMASONRY MIX NO, -tea /7 D G DESIGN STRENGTH (f'c) SO Ca SUPPLIER o TOTAL CU. YD. PLACED SLUMP (INCHES) y 2/.-- SPECIMENS CAST G 0.04.,' SEE CYLINDER REPORT NO. ! p 2.5"Z 7 Al ENT ('/o _YES _NO )yEMS INSPECTED WERE IN CONFORMANCE WITH BLDG, DEPT. APPROVED PLANS, SET NO, REMAR 1a✓ hG1-k her /� Ce- G4 Ara..v s • V AL01t N Q c cis L'1. Vat*. 462. Cerzi l G Y e t-Q. fe'= -0 G — a • HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECT COPIES TO: n FORM N •, CTL.84.1 O a#/ FIEL SIGNED. • REPO• T TO • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NC 1261.. PLACE KIRKLAND. WA51.11NGTON 98034 12061823.9800 E V ERETT 12061 259.08 17 . Co Ks fK{ .L.7. F. o- /tic onGttiLs. \ \PI WV— 58677 $5 ATTN• THE FOLLOWING WAS NOTED: SEE FIELD REPORT No 92530 DATE /Z — V-9 3 TIME CERT. NO. ?3 /2 - ( PROJECT 1-! 144 7 CEMENT FACTOR 54-e LOCATION!// r3 S -_ �y �. BLDG. PEL �� Z ` OWNER C.2 1NEATHER 4809 '--0 TEMP. it, AT // OAM A7 PM ENGINEER ARCHITECT 3 D CONTRACTOR a- c Cow / 21 200 FIELD TEST DATA M,7 # 5'Or 700 TRUCK SAMPLED Q(4. TRUCK TICKET No. 536.3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP, CONC AIR dee /c -13 7 C.2 4809 '--0 30 so. WATER Z(P� TOTAL 3 D / 21 200 4:5z0 � 9/n ./ - o2 30- I Z`l `7 s'o y too COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT "f/ 70 STRENGTH PSI { FA. Arfve, /c -13 7 C.2 4809 '--0 30 so. WATER Z(P� TOTAL 3 D CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3 908 /2")-9 /c -13 7 6. X/2 4809 '--0 30 so. ► 3_21%29 / - 0.3 3 D / 21 200 4:5z0 � 9/n ./ - o2 30- I Z`l `7 s'o y too PRODUCERS: CONCRETE ( A'le".1 CEMENT AEA ADMIX CACI2 PLACEMENT AREA as NOTES CU. YARDS PLACED 7Cat.SIGN STRENGTH 2% 2- ,} eD COQ, MUNITY VELOPMENT INSPECTOR: SIGNED: ��� l . 11 ■� CASCADE TEST1N NEIORATORY, INC. TEST G&NSPECT10N / ,NEER9 / GEOLOGBT9 12918 N.E. 12671-4 PLACE. K (LANO.WA90034 We1823-0300 PREVIOUS REPORT No 'CYJ 1 8-31-8-7 DATE �-1,,,, / /L� % - 1 / Q CERT. NO. 93/2 —Q f TO: EVERETT 120e1259-0B17 - ri OC I PROJECT Sy 45 rep" 7 LOCATION 063.5" S /etc a _ BLDe. PE- v - •4 kwi /ct 89 -6.3 4 OWN R AM' /Y1,1 J '" . po.Bc jC /Cp�.0 WEATHER Dyer as TEMP. AT AM AT PM Wc�� din y /`% M4 9ga9Z ENGINEER ATTN: / ARCHITECT CONTRACTOR I G. C. CI »s dc%ort (2) . . INSPECTION PERFORMED _ RESTEELJCONCRETE _, RESTEEL ONLY RESTEEUMASONRY r. STR.STIWELDING OTHER — STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS .r AUGE CAST PILES DRILLED PFERS /42/40-7 FOUNDATIONS _, SLAB _ COLUMNS - WALLS BEAMS — -. (LOCATION (AREAS) 1 -a. - #/ h - + (5) CONCRETE/MASONRY SUPPLIER MIX NO. 5 / F70 D DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST 3 C% ;. CQ�11.44ti ai t 0 el' SLUMP (INCHES) ! 2 c "i / 2 N SEE CYLINDER REPORT NO 91-0 i ,^o=< • ...40.441,,, YES NO IT:IM�(NSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., • R cd R/e S a . 24 rt/ha/ Z oc av1 0 . /6'4 GO _ to HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 7 t,ofl A INSPECTOR:2101 do V? 1 Qp/iYlt°/%' COPIES TO: -i6'& ' / t & J FORM NO. CTL.89.1 FIELD REPORT SIGNeIiI"" r CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126•.+ PLACE KIRKLAND, WASNINGTON 98034 120611323.980o EVERETT 12061 259•0947 TO • e6,4tV Ort o. &, x ), 5"O Wdl7 dzN y;) /ci WA �%� ATTN: THE FOLLOWING WAS NOTED: mix ".o�1c�a FIELD TEST DATA s30101C C1 SEE FIELD c3 8 REPORT No., 94820 DATE F' ° /2-3-9Z CERT. NO. 9z 2 - 0 I A-.' PROJECT S .stem � LOC TION /0835- Pc. /, So, CEMENT FACTOR B DG. PERMI O. 93'a326 OWNER Mr 6'. A, cc! € ATTER 0 ,,; S TEM'. AT SAT a' AM - ENGINEER _65'. 3 33'7 ARCHITECT 42 -2/ TOTAL C5)..4 R\ AX -•DR La 14/7,5-o TRUCK SAMPLED 4r 146. TRUCK TICKET No. 34% TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 124+5 Yz „ _, _ - - ° _65'. 3 33'7 42 -2/ TOTAL 14/7,5-o sZS© 3 g. 40 4D -Z/ 1 4 71 99, 50 5-130 2 COMPRESSIVE STRENGTH r B I BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1S MOIST ADJUSTED WEIGHTS .. CEMENT .4 7a STRENGTH PSI SET N0. FA. 14¢0 /a -io C.A. 205.0 470/60 31 410 WATER 3 33'7 42 -2/ TOTAL 14/7,5-o CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 38$8 12 -3 /a -io ‘"� /Z' 470/60 31 410 �.� 1 3 33'7 42 -2/ 14/7,5-o sZS© 3 g. 40 4D -Z/ 1 4 71 99, 50 5-130 2 PRODUCERS: CONCRETE �Jcvnie„, 7 GD AEA ADMIX PLACEMENT AREA & NOTES 1 CEMENT CU. YARDS PLACED 9 CAC12 eesTwi ftetierf4 n0I 1 /ve?":/ RECEIVED 1/%,4 64 % Z I der , 1L Off, 0er/eel do/ Z45g? pi. JAN 0 5 M4 COMMUNITY /� w A-IYICIV 1 INSPECTOR: N-7)1/1674e7 V SIGNEDt. rte" REMARKS: 4 S OA) 40 e ve Y: "T ! ?'l/'1^ sA) 6i p =7_ co/JGCI%d /JI% %4 ...ye) 7 L 1+:5 est Ab / €4 -7i--;.4. 3 Ai d 71-.0 b t Llea.v a"VC/ & dP 7661e_7L aNd dra.WAJ 7� 7h , r %•..z. g 5 p eo 1 ea r1piV..1Q RECEIVED 8 1994 HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COMMUNITY FORM NO. CTL.89.1 INSPECTOR: FIELI REPORT SIGNED' `'- '-.''?''"�"" Jam' T CASCADE TESTING. rEsTnpsrvoaecri°ni , ,�,>3N�,e�r„�� I<$ <LAND. WA 9BO34 EvERETT �� V"� �/�c \ .. OABRATORY, INC. PREVIOUS REPORT No. E EC , �EOU MOM 923.9800 1200) 259-0917 A.,) C 3 8 4 0 3 6 Y DATE .,_ -3 /a 9 NO. ,..3 / it / TO: S1� S PROJECT ��++__ LOCH PION BLQ(3 �R TAO it 6i s (r2 *At- WEATHER WEATHER Dve etui.s7 - TEMP. AT AM SA AT/ 4370 PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED i RESTEEUCONCRETE _,,, RESTEEUMASONRY _ OTHER RESTEEL ONLY STR.ST/WELDING STR.STIBOLTING (3) ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES v DRILLED PIERS — FOUNDATIONS _ SLAB _ COLUMNS — WALLS -. BEAMS — (4) (AREAS) 1 A Ai ol 1 1 • a' 0 'L (5) CONCRETE/MASONRY MIX NO. SUPPLIER DESIGN STRENGTH (It)� TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST, SEE CYLINDER REPORT NO. •) . YES _NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: 4 S OA) 40 e ve Y: "T ! ?'l/'1^ sA) 6i p =7_ co/JGCI%d /JI% %4 ...ye) 7 L 1+:5 est Ab / €4 -7i--;.4. 3 Ai d 71-.0 b t Llea.v a"VC/ & dP 7661e_7L aNd dra.WAJ 7� 7h , r %•..z. g 5 p eo 1 ea r1piV..1Q RECEIVED 8 1994 HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COMMUNITY FORM NO. CTL.89.1 INSPECTOR: FIELI REPORT SIGNED' `'- '-.''?''"�"" Jam' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISIO SUBMITT DATE VAS-- 93 PROJECT NAME .5-fr".-t74754*--/ ADDRESS CONTACT PERSON /r 4,..;:,41,A,),,,ve ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 13 93- 0 5Zc TYPE OF REVISION: PHONE VA/ 4/:e?:Z e; 7;E: • .fr„,01.,/ /r 46?-1,7)/ e'e/ /17- P7,4" .6"" . rg..,44e6 SHEET NUMBER(S) Z•-• "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ,,K474/ AYersifaA/ E1V D Ei\Ci\s'°. NOV - 5 1893 COMMUNITY DEVELOPMENT Fa Iwo IT f1 2 7f N. • 0340 ST w -� ,o . • . CII• 5 VMS rr • IF1' � L 1 L(GFL 1 Pot aF GL /0 BM ay /as/ 141,410 $T An' A/ /11.58 -VsE 99i36 FT rQNLd of Roy 11/ VA/ Aliti ALC May /444L17 ,)/S g5 °O6-Do .760Z %71)1 S 2.745 - -/1 y7 ' 7� S '7/ -41 -IS E 90 Fr 7v BEAT AlofF , as E. zi.w, IS' /?•Z (/I/basrFirL) - Bd /LL /Vt C044 is /99'/, iJ ac AA/b .57741 4ub CCTV dF rvkw/IA 0110/04/C/s 4CedPA ZY htd ✓P /S �i a� l K`N‘k-k C1t v p tO1/ fIC17vi TYPE _ _ P P i99' ?EP ; PE . q3- 02 DDLIG CAQE055iaa PAINT Baoi rot, 5forri SEVEN 8 -01-13 SCIU.F /a:50 ?NISEI) ; 11-s13 OE.Lot.ArE 13oorN� NOV 5 COMMUNITY DEVELOPMENT t' n 411. 47 J'a R !1. $ SEMI r r } S 03■0ST' M • $1 to rft eria 0 Sit s 1111711 at LEGr =L ; Pa. OF eL 10 SIG ON WO gl,IDp 3T Ad A/ as -58 -VSE 891436 Pi FR A/ Li/ OF AFL' ig Ma >J/ vi/ Acc / /JoY i4s44st Fr tv 7b D1 8711/ 274.5-11 4., ,3S1 y7/r. 71/ 5 7 /-a / -/S E 90 F7 71) t3EA t I■lorE - tJSE...ZDAIF_ is 4•z. (/Imo.se/IL) Bd /CAJl/G coM. /s /991/. 37-11F 4,0 C/ TY VA frheam.4 oZWO NC1`S Oeei1,41ZY ebtria? /S - CON57Ydtl7Oil TYPE is _ ►a ' PERMIT CENTER ►tt�if : -67."11.;;3161'\ DpLM CAQEOS5i o MINT- 100 1)4 rat 5 1/s> p1 sevEA1 e -01-11 SCALE_ / "=50' SgeEr 1 OF Z. `;', 0 O \� C1�ti GF ° RECEIVED a p r CITY OF w E? 21 "e93 AUG 2;4 1993 S s w .PERMIT CENTER SEP -27 -93 IMON 8:50 G, C, CONSTRUCTION, INC, FAX NO, 206 483 1918 P. 02 I Z -30 t s33t+5 i f '�‹,C� ft • • l n • • t•I 4 p I rF /�// /0 C, y 6,y`tri -- 3 • jti 3; tour In rive acs rte r;'J rirtic 0 32 CM APP ROVp AP ViOV 2 9 1993 1NG DIVISION ok, Watil v''l t.uk4rM . J (- I Iiturire 1. 1Z' trta -fie.. t-/ 1•4, Mores . MuT 1?Evs. it. •4 <te io roves. yPZxISG` (Ck ALE COPY , tCike6s C132#(4° • 1 . A .12., >r +aV t *4' CA..C.44 td4Tic»4 IS, 4'AMU ' A, tJ — s is [Woke% PG *44 Q pfs Fr st. "413- 24 3) r r . Cie; ' /L 11551)47r IL•A.r . > 1 '05, %rdi' 245% 1`41,4x MOM 1 16.erc * Z • 50 x 141, * G4 ©)e. I, Zi . h 14P ? 6-1 'Ty r• eLea 4 I, ;>•va. i rbA. Adz s c� , 4/L CITYPR��wED AP KW 2 9 1993 ittafie U1 1NG DIVISION toy s II k• I Mx ZO I ^I 16 1huR a 411.^%5'k •010,1 ts' 9`It �4'o r> PtrArri ve. , 11.. I�+L !-11■4 1 34x14%Ifix" �.(41$444x12 1: My . 4o ti' Mx . gtok -I 21 bca MAN r w /(4) 41.94 K I2" 1e. CONSTRUCTION TECHNOLOGIES 11661 S.I3.lnt STR.8100 BELLEVUE ,WA 98005 PH 206 450 0454 FAX 206 450-0507 Title s Scope s Numbers Mee s Dsngr s Date: AISC BASE PLATE DESIGN Page to DESCRIPTION/8 DESIGN DATA AXIAL LOAD X -X AXIS MOMENT AISC SECTION NAME >> Z kips 4.30 4.30 It -k 40.00 40.00 -� - >> PBstd P6xe None None None BOLT CAPACITY k 5.5 5.5 1 BOLTS PER SIDE 2 2 BOLT AREA in 0.4418 0.4418 ...DIST. FROM PL EDGE in 3 3 BASBPLATB HEIGHT in 16 14 " WIDTH in 16 14 SUPPORT PIER HEIGHT in 20 20 " " WIDTH in 20 20 va psi 3,000 3,000 3,000 3,000 3,000 Fy Icel, 36 36 36 36 36 LOAD DURATION FACTOR 1.33 1.33 1.00 1.00 1.00 AISC SECTION DEPTH in 8.63 6.63 FLANGE WIDTH in FLANGE THICKNESS in WEB THICKNESS in 0.322 0.432 PLATE DESIGN MIN. REQ'D THICKNESS in 1.00 1.16 $ Moen* Analysis Type 1 1 1 Actual. Bearing pal I 11227 1,661 Allowasbles Per ACI 10.15 2,231 2,550 Per AISC 1.5.5 1,746 1,995 Max. Plate Capacity for Allowable Bearing k 446.9 391.0 PLATE ANALYSIS -- »> Uee If Actual Thickness Variee From Min. ACTUAL PLATS THICKNESS in 1 1 Max. Allow Plate Pb k i i 35.91 35.91 Actual fb " 33.43 44.64 CITyO���Ep. APP t0'4 2 9 1993 BUILDING DIVISION we Yr { • t 1 CONSTRUCTION TECHNOLOGIES 11661 6.E.1at STR.8100 BEX,LEVUE ,WA 98005 PH 206 450 0454 FAX 206 450.0507 Title : Scope s Numbers Mieo s Dsngr $ Date: AISC BABE PLATE DESIGN DESCRIPTION /S » PLATE 1 DESIGN DATA AXIAL LOAD kips X -X AXIS MOMENT ft -k AISC SECTION NAME - - --» Page 21 BOLT CAPACITY k 6 BOLTS PER SIDE BOLT AREA in ...DIST. FROM PL EDGE in NAMEPLATE 'HEIGHT in " WIDTH in SUPPORT PIER HEIGHT in " " WIDTH in 2.10 2.10 20.00 20.00 P8ntd P6xs f is poi Fy Ecei LOAD DURATION FACTOR A /SC SECTION DEPTH in .....FLANGR WIDTH in FLANGE THICKNESS in WEB THICKNESS in PLATE DESIGN 141N. «EQ'D THICKNESS in Plate Analysis Type Actual, Bearing psi Allowable' Per ACT 10.15 Per RISC 1.5.5 Max. Plate Capacity for Allowable Bearing k 5.5 5.5 2 2 0.4418 0.4418 1.5 16 16 20 20 1.5 12 12 20 20 3,000 3,000 36 36 1.33 1.33 8.63 6.63 0.322 0.432 None 3,000 36 1.00 0.73 0.75 1 1 722 2,231 1,746 446.9 1,283 2,975 2,328 335.2 None 3,000 36 1.00 None 3,000 36 1.00 PLATE ANALYSIS ---->>> Use If Actual Thickness Varies From Min. -- ACTUALL PLATE THICKNESS in 0.75 0.75 Max. Allow Plate Fb kei 35.91 35.91 Actual. fb It 33.69 36.22 seed 031 NOtLOnaLSN00 0900 1P9 90L ii 6L1P1 t6ittitt CONSTRUCTION TECHNOLOGIES 11661 8.8.1et STR.0100 BBLLEVUE ,WA 98005 P11 206 450 0454 FAX 206 450 -0507 Title I Scope : Number Mina t Dengr t Date: CIRCULAR CONCRETE COLUMN Page 21. DESCRIPTION » TYP PIER RERINFOR. » DESIGN DATA f'c • 3,000 psi k'`y - 60,000 poi SEISMIC ZONE (0■wind)t 3 COMBINE LL & ST ? Y y/n BFI. LENGTH FACTOR • 1 IS COLUMN UNBRACBD ? N yin If Yes, enter Delta:S * M2s (ACI10.11.5)m Total Reinf. Area % Steel As < 1% AXIAL: DL - LL - ST - ECCi . ■ COLUMN DATA COLUMN DIAMETER - 24 in RBBAR CL TO FACE ■ 3 " COLUMN HEIGHT • 6.5 ft USING SPIRALS ? N y/n REAARS TOTAL 0 OF BARS • 6 REBAR SIZE 1 6 Actual Cage Diameter - • 2.64 in ^2 Radial Bar Spacing • 0.58 % Min. Spiral, As % - APPLIED SERVICE LOADS MOMENTS: Top 1.7 k DL 2.7 k LL k ST in DEAD LIVE DISTRIBUTED ! 11 ■ 42 - POINT : 41 - 02 ■ SUMMARY 18 in 60 deg ft -k • 40 SHORT BLoa kif 0 x■ " k 0x' PQ t Max. Factored Pn * Phi t Capacity 0 Design fcc• Final goo.: Axial *Bca + Moments Magnification Factor Design Eccentricity Po * (0.80,0.85] t (short column) P : Balanced Ecct Balanced w Bottom ELoo ft ft ACI Equation 9 -1 9 -2 9 -3 7.0 2.4 1.5 k - 790.011 5.7671 3.0374 k - 1.32 282.35 448.63 in mi 1.000 1.000 1.000 in ■ 1.32 282.35 448.63 in - 1044.20 1044.2 1044.2 k • 444.6 444.6 491.1 k • 8.07 8.07 7.29 in SLENDERNESS EFFECTS Actual kLu /ar ■ 13.00 Elastic Modulus ■ 3,122 kai Beta - 0.85 Neutral, Axis Depth From Comp. face ■ Phi .. Max. kLu /x to neglect slenderness a Beta - Sustained / MAximum Moments ■ Cm • HI - Max[(.2 *Ea *Xg +Ea *Ie) /(1 +Seta) 9-1 9 -2 9 -3 23.66 4.36 4.56 in 0.700 0.708 0.704 34.0 34.0 34.0 1.000 1.000 1.000 4. CONSTRUCTION TECHNOLOGXES 11661 S.E.let STR. *100 DELLEWE ,WA 98005 PH 206 450 0454 PAX 206 450-0507 Title Scope : Number: Iliac i Dsngr : Date: CIRCULAR CONCRETE COLUMN Paget .+ -cr. .4 go Ig/ (1 +aeta) j / 100000 Pc t Pi ^2 * 8I / kLu "2 Alpha : , Max Pu / ( Pt:L * Pa ) Delta: Cm /(1- Alpha) Eccentricity: Eve. Loads + Moments Design Eca. • Roo * Delta 1.00 1.00, 1.00 1.32 282.35 440.63 in 1.32 282.35 448.63 in „oil - *zieil ( tel. _.... III/ twt—olf 1 Mia, .z'1 w" T IRMSPI tt 34 ,c 14 )(1:•2" (rip) ( t''- 1" x 14 x Ot` fis /1t4rt, 54,4)x 1Z4 `y's-ra E4e• A•0&. C -) t 41er›. Mb -rims a 'el* 14, e 'br Ito% .rtr, Iz`..c , uA/ IAN lie 0 G )+I G Pad, •444n: J 0 F. • ...a - 1 Al r° it74jL r~ 09/15/93 08106 1I/ .. .. [. $ 206 641 8068 Jae. PR o J CONSTRUCTION TEC P.01 f1. , CoN4.rra erl Cd•f. rA 56.1GI.05I4 roe, , 4i;v..t AL IMPEcrlUW a -awes -31 lit5WIRiet• 1:bla Coati: a4 `c,► cotacteTE 4 44-14 Rio 1-t L 1 1c. 1"= E, 14d. s, g, Isr- 5T7, 4* 6 1.1... 0' v1-1 1N05% � coo 7 . 4 0 ) d" 4 4 h4 ISO U t3'G f°1•11 0'0> i=ri4 1 RECEIVED CITY OF TUKWILA SEP 1 5 1993 PERMIT CENTER ,, 09/15/93 00107 E 206 641 0060 i#v 1 `-1 well OX p, G S1tk4. -t-i, s Z... s1 eV. 1-14 V. LLD ( rsf „�Pur9a'∎ CONSTRUCTION TEC P.03 1 C.. IGiwn. s 110 2" (14:014 541,4,11• cttos$ft Idfio►o p c '`s Z 1'W d Z ttr 1 G� rye Ce cii4 r p,‘ 1%17 f LL + ? t' 1")11' ?XzI.e.) r I to.4 r •1" • e1 ft, %s 7 •OuT '41 gyp. .; Pialrt.•q rk. G t� w 0 r3 cr Z�C> �' J� v it t? 1 •in1 /y,..CG r,ti,, + Ipr ' k PN s0174.10%, tk, If rapt' • Z.ox Ices 1,4010r. . .3. r^ .r,w. besAet r- 09/15/93 08107 E 206 641 0060 CONSTRUCTION TEC P.02 • 1 �,r, 1..... ,... 617 k4 .._ -t� r, rot. rr 410,4 hA k rtvrg.e. Awnpl q 4. 1 (44 z 1,4 Get. 1 d 4" -�- 44404.14i 4 Cciiwpt ) . cj.`>< 3O'' 5l pdi-S risOerl c N -s 1.3" 4, . 71MtF tom+ to Pb,v . i'° Sfi 'f'Nt►4 Fns 3t1.Zr It '� tc +� tAr :14,4 C. 4114,4 44 Pine. re. $~ , PfIc 6/01;1,44l t3 u epic lr r z+a"ik FL-7ti:4 y .2 tote- ttk., G t lZ4• rt.r Lr P' x'o - 1' P6V .•4 IAJ 17E2 4 1 4 , ) 40 33t r s 1041 rtor . lk iNi t> t St k s r /4P r rt.41 U•,.c 8xz:.�+.tZd 89/15/93 88108 d 286 641 0068 CONSTRUCTION TECHNOLOGIES Title s ,4626 159TH AVE,S.E. Scope s BELLEVUE ,WA 98006 Numbers PH 206 643 8095 Mien s FAX 206 641 -8068 D8ngr $ CONSTRUCTION TEC P.04 Dates DESIGN OF EMBEDDED POLE FOOTINGS Page DESCRIPTION » DIA 24" DIA 30" UNNNSTRAI ALLOW PASSIVE psf 250 ( ! 250 ' ( '250 MAX PASSIVE psf 1,500 1,500 1,500 LOAD DURATION FACTOR 1,33 1.33 1.33 POINT LOAD lbs 2,250 2,250 2,250 LOAD Ht. ft 17 17 17 DIST. LOAD I /ft START HT. ft END HT, ft WIDTH/DIAMETER in 24 30 24 CIRCULAR ? Yin Y N Y N Y RESTRAINED ? y/n Y N Y N N SUMMARY Moments @ Surfaces Point Load ft -1 38,250 38,250 38,250 Uniform Load ... Total Moment 38,250 38,250 38,250 Total Lateral Load M 2,250 2,250 2,250 - -- NON - RESTRAINED RESULTS Min. Re 'd Embedment A(1.1.(1+ .36h /A)'.5)/2 A'- 2.34P/ (S 1 b) ft 8.64 Preee @ 1/3 Embed.; Actual pat Allowable psf RESTRAINED Min. Reg'd Embedment (4.25 P h /S3 b) ".5 ft 6.38 5.80 Pressure e Bottom Actual psf 1,995 1,930 Allowable psf 1,995 1,930 Surface Restraint Force limo 10,365 10,707 958 958 09/15/93 08408 CONSTRUCTION TECHNOLOGIES 4626 159Th AVE,S.E. BELLEVUE ,WA 98006 PH 206 643 8095 FAX 206 641 -8068 206 641 8068 Title : Scope : Numbers Miao s Dsngr s CONSTRUCTION TEC P.05 Dates STEEL COLUMN DESIGN DESCRIPTION a> typ pole design COLUMN DATA AISC SECTION »P6xs TOTAL COLUMN HT. - 17 ft SUPPORT FIXITY »� -» 1 =Pin /Pin, 2 =Fix /Fix 3 =Pin /Fix, 4- Fix /Pin (Bottom /Top) UNBRACED LENGTHS* X -X AXIS Y -Y AXIS AXIAL DEAD LOAD " LIVE LOAD " SHORT TERM = = 4 « DESIGN DATA Page 5-- Fy - 46 ksi LOAD DURATION FACTOR = 1.33 COMBINE LL & ST ? Y y/n SIDESWAY 1:Restrained, 0:Free X -X AXIS = 1 Y -Y AXIS 1 EFFECTIVE LENGTH FACTORS: 17 ft X -X AXIS 17 it Y -Y AXXS .01 0 1 1 APPLIED LOADS 1.7 kips ECC. for X -X MOMENTS o 6.8 ah n " y-y • - 11 Dead Live Short SLoa ELoc X -X AXIS MOMENTS: TOP = BOTTOM = BTWN ENDS - Y-Y AXIS MOMENTS: TOP - BOTTOM = BTWN ENDS as POINT LOADS* (k) X -X o. Y-Y UNIFORM: (k /it) X -X Y -X = •••- -- SUMMARY USR : P6XS,. Max Stress Ratio = 0.98 Load Comb...» Dead Live Formula 1.6 - la Formula 1.6 - lb Formula 1.6 - 2 •� k -ft 38.25 k -ft ft k -ft k -ft ft ft ft in in ft ft D +L D +L +ST = OK 'OK 0.013 0.051 0.064 0.978 OK Fa s Allowable = 20.96 ksi fa s Actual - 1.01 " x -x Y -Y Fb : Allowable 40.38 40.38 kei fb : Actual 37.54 DEPTH - WIDTH FLANGE THICKNESS WEB THICKNESS AREA WEIGHT X -T F'ex (DL +LL) F'ey (DL +LL) r STEEL SECTION DATA 6.63 in I -xx = in S -xx in - 0.432 in - 8.40 in "2 - 28.52 f /ft INTERMEDIATE STRESS = psi psi R -xx I -yy S -yy R -yy CALCULATION VALUES = 40.5 in "4• - 12.226jn "3 = 2.196 in - 40.5 in ^4 = 12.23 inA3 - 2.196 in F'ex (DL +LL+ST) = 23010. psi Vey (DL +LL +ST) = 23010. psi 09/15/93 00109 • CONSTUUCTION THCHNOLOGxHS +4626. 159TH AVE,S.S. SHLLSVUH ,WA 98006 PH 206 643 8095 FAX 206 641-8068 a 206 641 0060 Title : Soope s lumbers Miac Dangr : CONSTRUCTION TEC P.06 Dates STBBY, COLUMN DESIGN Cmsx (DL +LL) Cmsy (DL +LL) Cbsx (DL+LL) Cbsy(DL +LL) RS Cmsx Cmsy Cbsx Cbsy (DL+LL+ST) (DL+LL+ST) (DL+LL+ST) (DL+LL+ST) Pagel - + — 0.80 0.60 1.30 1.75 09/15/93 08110 CONSTRUCTION TECHNOLOGIES 4626 159TH AVE,S.E. BELLEVUE ,WA 98006 PH 206 643 8095 FAX 206 641 -8068 a 206 641 8068 Title : Scope : Numbers Miaa : Dsngr : CONSTRUCTION TEC Date: STEEL COLUMN DESIGN P. 07 Page DESCRIPTION » typ pole design COLUMN DATA RISC SECTION »P8std TOTAL COLUMN HT. 0 17 ft SUPPORT FIXITY - --» 1 »Pin /Pin, 2 =Fix /Fix 3'Pin /Fix, 4 =Fix /Pin (Bottom /Top) UNBRACED LENGTHS: X -X AXIS Y -Y AXIS = AXIAL DEAD LOAD " LIVE LOAD SHORT TERM a 4 <e DESIGN DATA Fy - 46 kei LOAD DURATION FACTOR = 1.33 COMBINE LL & ST ? Y y/n SIDESWAY 1 :Restrained, 0 :Free X -X AXIS ,. 1 Y -Y AXIS .+ 1 EFFECTIVE LENGTH FACTORS: 17 ft X -X AXIS a 1 17 it Y -Y AXIS - 1 APPLIED LOADS 1.7 kips BCC. for X -X MOMENTS - 6.8 11 ti y..y " .� " Dead Live Short SLoc ELoc in in X -X AXIS MOMENTS: TOP a BOTTOM = BTWN ENDS - Y -'i AXIS MOMENTS: TOP = BOTTOM BTWN ENDS = POINT LOADS: (k) X -X a Y -Y - UNIFORM: (k /ft) X -X Y-Y SUMMARY USE s PBSTD, Max Stress Ratio - 0.71 Load Comb...» Dead Live 1.6 - la 1.6 - lb 1.6 - 2 a 0.010 0.041 0.051 Formula Formula Formula k -ft 38.25 k -ft k -ft ka-ft ft ft ft ft D +L D +L +ST Fa : Allowable fa : Actual - 26.38 ksi Fb : Allowable - 1.01 " fb : Actual 4, ft ft OK OK 0.715 OK X -X X ^Y 40.38 40.38 kui 27.30 DEPTH WIDTH FLANGE THICKNESS WEB THICKNESS ARRA WEIGHT r-T rex (DL+LL) F'ey (DL+LL) P STEEL SECTION DATA 8.63 in Y -xx in S -xx in R--xx 0.322 in i -yy 8.40 in^2 S-yy 28.52 * /ft R-yy INTERMEDIATE STRESS CALCULATION VALUES psi. rex (DL +LL +ST) psi, F'ey (DL +LL +ST) a 72.5 in ^4 re 16.811 in^ 3 = 2.938 in - 72.5 in ^4 - /6.91 in "3 .. 2.938 in A 41190. psi 41190. pal 09/15/93 88110 CONSTRUCT /ON TECHNOLOGIES '4626 159TH AVE,S.E. BELLEVUE ,WA 98006 PH 206 643 8095 FAX 206 641 -8068 2 206 641 0068 Title : Scope Numbers Mien 1 Dangr s CONSTRUCTION TEC Dates P.08 STEEL COLUMN DESIGN Cm:x (DL+LL) Cmsx (DL+LL) Cbsx (MALL). Cbsx (DL +LL) Cmsx Cully Cbsx Cbty (DL +LL +ST) (DL +LL +ST) (DL +LL +ST) (DL +LL +ST) Page St 0.80 0.60 1.30 1.75 09/15/93 08811 CONSTRUCTION TECHNOLOGIES 4626 159TH AVE,S.E. BELLEVUE ,WA 98006 PH 206 643 8095 FAX 206 641 -8068 a 206 641 0060 Title Scope = Number: Milo : Dsngr : CONSTRUCTION TEC P.09 Date= STEEL BEAM DESIGN & ANALYSIS DESCRIPTION »TYP BEAM ALONG CL B BEAM DATA AISC SECTION » W8x20 CENTER SPAN LENGTH = 18 ft LEFT " " = RIGHT UNBRACED LENGTH Q 18 ft INCLUDE BEAM WT ? Y y/n INCLUDE LL w/ ST ? Y y/n APPLIED LOADS Pagel MEMBER DATA Fy © 36 kai LOAD DURATION FACTOR = 1.00 MINOR AXIS 3 N y/n - -- -- END CONDITIONS FIXITY CODE » 1 « 1 -Pin /Pin, 2•Fix /Fix 3mFix /Pin, 4 -Pin /Fix - - -» All distances refer to left support, use POINT 11.. .. @2.. Dead - Live Short - Diet.- DISTRIBUTED Dead = 0.2 Live = 0.8 Short= X Lft- X Rt = 18 MOMENTS Dead - Live = Short= Dist.= TRAPEZOIDAL.... Dead Live Load @ Left = " @ Right= Load @ Left = " @ Right.. '..' for left cantilever .13.. ..N4.. ..l5.. ..16.. ..17.. ..' @8.. USE = WOX28, Max Values: Moment Stress Shear Stress Deflection a = ...All include Shsct klf klf 8 Max Stress Ratio 0.9 ..Actual..Allow.. 41.6 42.4 k -ft 20.55 20.95 ksi 9.3 33.1 k 4.03 14.40 kei -0.854 in DL LL DL - -> Only @Cntr Momenta..M+ @ Center M- @ Centex @ Left @ Right Shears...@ Left @ Right r srwr 11- 14. Dirty f o=ls X Left X Right X Left X Right = Aol c o.r3 k ft klf ft k -ft 61iv ft ocation ft ft Max Defl Ratio = 252.024 fb / Fb = % max fv / Fv : % max - Max. DL Defl Ratio Max. TL Defl Ratio DL + LL +ST LL @Cntr @Cants 0.98 0.28 1140 253 LL +ST Placed @Cants for Max 9.2 w • 2.1 2.1 41.6 41.6 9.3 9.3 9.3 9.3 41.6 k -ft 11 9.3 kips 9.3 " 09/15/93 00,11 CONSTRUCTION TECHNOLOGIES '4626 159TH AVEE,S.E. BULLEVUE ,WA 98006 PH 206 643 8095 FAX 206 641 -8068 a 206 641 0060 Title Scope s Numbers Miso s Dangr $ CONSTRUCTION TEC P.10 Dates STEEL BEAM DESIGN & ANALYSIS Page (p Defl @ Center m -0.19 -0.85 -0.85 @ Left • @ Right A • @ ft • Reaction.@ Left • 2.1 9.3 9.3 Q Right m 2.1 9.3 9.3 DEPTH ' WEB THICKNESS FLANGE WIDTH FLANGE THICKNESS SECTION AREA SECTION WEIGHT STEEL SECTION DATA 8.06 in Xxx 0.285 in Iyy 6.535 in Sxx 0.465 in Syy 8.25 inA2 rxx 28.01 t /ft ryy rT , y -0.85 in M 9.3 kips 9.3 ■ 98 in "4 ▪ 21.700 in"4 •24.317 i.n "3 m 6.64 in"3 - 3.447 in a 1 ;622 in 1.770 09/15/93 08212 CONSTRUCTION TECHNOLOGIES •4626 159TH AVE,S.E. BELLEVUE ,WA 98006 PH 206 643 0095 FAX 206 641 -8068 a 206 641 8068 Title t Scope $ Number: : Dsngr : CONSTRUCTION TEC Date: P.11 STEEL BEAM DESIGN & ANALYSIS Page (f DESCRIPTION »TXP BEAM ALONG CL B -- BEAM DATA AISC SECTION » W14x34 CENTER SPAN LENGTH - 18 ft LEFT " RIGHT MI UNBRACED LENGTH INCLUDE BEAM WT ? INCLUDE LL w/ ST ? Y .. MEMBER DATA LOAD DURATION FACTOR = MINOR AXIS 7 END CORDITXONS 18 ft FIXITY CODE » Y y/n 1 "Pin /rein, 2 =Fix /Fix y/n 3 -Fix /Pin, 4 =Pitt /Fix APPLIED LOADS - - -» All distanc ®e1 refer to left support, use ' -' for left cantilever POINT @1.. .. #2.. .. #3.. .. #4.. .. @5.. .. #6.. .. #7.. ..48.. Dead = k 36 kei 2.00 N y/n 1 « Live = Short= Diet.= DISTRIBUTED Dead = 0.2 Live = 0.8 Short= x Lft= XRt= 18 MOMENTS Dead = Live = Short= Dist.* TRAPEZOIDAL.... Dead Load @ Left = " @ Right= Load @ Left - " e Right- USE : W14X34, Max Values: Moment Stress = Shear Stress Deflection = Live Short klf X Left X Right klf X Left X Right SUMMARY ft klf ft k -ft ft Location ft ft Max Strews Ratio = 0.85, Max Defl Ratio - 8721,104 .Actual..Allow.. fb / Fb $ 8 max = 0.85 41.9 49.4 k -ft fv / PV : % max = 0.16 10.33 12.20 kei Max. DL Defl Ratio = 3854 9.3 57.4 k Max. TL Defl Ratio = .872 2.34 14.40 kei -0.248 in DL + DL LL LL *ST LI, LL+ST Placed Only @Cntr @Cntr Cant @Cants for Max ...A11 include DL - -> Momenta. Shears.. .M+ @ Center M- @ Center @ Left e Right .@ Left @ Right .. 9.5 41.9 41.9 2.1 9.3 9.3 2.1 9.3 9.3 41.9 k -ft n � u . 9.3 kip; •9.3 " 09/15/93 88112 CONSTRUCTION TECHNOLOGIES 4626 159TH AVE,S.L. BELLEVUE ,WA 90006 PH 206 643 8095 FAX 206 641. -8068 a 206 641 8868 Title E Scope s Numbers Wise s Dengr s CONSTRUCTION TEC ter, Dates P.12 STEEL BEAM DESIGN & ANALYSIS Page n. Defl. @ Center @Left @ Right ft Reaction.@ Left @ Right Q -0.06 -0.25 -0.25 2.1 9.3 9.3 2.1 9.3 9.3 STEEL SECTION DATA DEPTH N 13.98 in Ixx WEB THICKNESS - 0.285 in Iyy FLANGE WIDTH m 6.745 in Sxx FLANGE THICKNESS a 0.455 in Syy SECTION AREA m 10.00 in "2 rxx SECTION WEIGHT m 33.95 l /ft ryy rT, y -b.25 in e .9.3 kips 9.3 " 340 in "4 - 23.299 in "4 - 48.640 in "3 6.91 in "3 m 5831 in • 1.526 in 1.760 CONSTRUCTION TECHNOLOGIES 4626 159TH AVE,S.B. BELLEVUE ,WA 98006 P}1 206 643 8095 FAX 206 641 -8068 a 206 641 0060 Title s Scope s Number: Miea s Dengr $ (OHSTRUCTION TEC P.13 Date: STEEL COLUMN DESIGN Page 12 DESCRIPTION » BM COL COLUMN DATA MSC SECTION »W8x28 TOTAL COLUMN HT. = 18 ft SUPPORT FIXITY - - -a> 1 « 1 =pin /Pin, 2 "Fix /Fix 3 ■Pin /Fix, 4 =Fix /Pin ()Bottom /Top) UNBRACED LENGTHS; X -X AXIS Y -Y AXIS MN AXIAL DEAD LOAD " LIVE LOAD " SHORT TERM X -X AXIS MOMENTS: Y-Y AXIS MOMENTS: POINT LOADS: (k) UNIFORMS (k /ft) - 18 ft 18 ft APPLIED kiln; It 2,25 " TOP - BOTTOM - BTWN ENDS m TOP m BOTTOM - BTTWN ENDS = X -X m Y -Y X -X Y -Y USE t W8X28, Formula 1.6 Formula 1.6 Formula 1.6 DESIGN DATA Fy 36 ksi LOAD DURATION FACTOR - 1 COMBINE LL 6 ST ? Y. yin SIDESWAY 1:Restrai.ngd, X -X AXIS = Y -Y AXIS EFFECTIVE LENGTH FACTORS: X -X AXIS Y -Y AXIS LOADS OtFree 1 1 1 1 BCC. for X -X MOMENTS = 1, 11 7-7 '� o Dead Live Short SLoc •ELoc in in Max Streee Ratio Load Comb...» Ddad / Live - la - - lb - - 2 k -ft k -ft k -ft k -ft ft ft ft ft ft ft Pa t Allowable fa S Actual 8.42 kui. 0.27 " D+L D +L+ST •OK .0K 0.032 OK Fb t Allowable fb s Actual x,-X .' Y -y 27.00 kei 21.60 DEPTH WIDTH FLANGE THICKNESS WEB THICKNESS AREA WEIGHT r-T F'ex (DL+LL) F'ey (DL +LL) STEEL SECTION DATA d 8.06 in I -xx - 6.535 in 8 -xx - 0.465 in R -xx m 0.285 in I -yy - 8.25 inA2 S -yy - 28.01 1 /ft R-yy - 1.770 INTERMEDIATE STRESS CALCULATION VALUES m • pei F'ex (DL +LL+ST) = psi F'ey (DL +1,L +ST) 90 in ^4 ■ 24.317 in "3 - 3.447 in m 21.700 inA4 - !6.64 inA3 - 1.622 in m 38020. pei - 8418.7 poi 69.15/93 68114 CONSTRUCTION TECHNOLOGIES 4626 159TH AVE/S.E. BELLEVUE ,WA 98006 PH 206 643 8095 FAX 206 6918068 a 206 641 8068 Title t Scope : Number: Mist: : DBngr t CONSTRUCTION TEC Date: STEEL COLUMN DESIGN Cmtx (DL +LL) Cmty (DL +LL) Cbtx (DL +LL) Cbty (DL +LL) Cm:x (DL +LL+ST) ■ Cmsy (DL +LL+ST) ■ Cb:x (DL +LL +BT) ■ Cb :y (DL+LL+ST) ■ P.14 ;age �. 0.60 8.60 1.75 1.75 • 09/15/93 00114 2 206 641 0060 •••• • •••■•• • • •• • .I••• • • 11 Poen ="1610:001.11Tethcer111/44 16.44•4411 eleolonel Seenutecaattng Planta Amin*, Tone 000-3764094 Jordon. alarms 2064ea4126 coal, CoIdornla 2oe-7274100 Tualatin, Omen 503192,1420 CONSTRUCTION TEC P. 15 TECH NICAL. DATt Typical Allowable Uniform Load on x2% Zee or Ce, ll Span (Ft) Lap All wable Lo 6 Qom_ Str . Ito, tila - Wind - DM loCtiOn (U180) Oontro III . Dead & Liao Load Load 12 72:1!. GA /F) it 18 04 2.744IF1 'MI 13 t3A MIA 4.3.54IF1 1204 6 nom 2.740/F 14 GA 3.5611F1 13 dirt 4.3S4/Ft 1. QA 2.74411Ft 14t 3.688/F1 130 4.3510F 1204 5.15NF1 1 t4 iraggniVEZ. 30 2' 3' 1.48 Eikitulz...e&t. illill'i r: 4., ,..... 1.1,1,21A: 1 C1' . . • .. \. 4 e • : •••6°. •'' •1- 'I'. • 71 . .• 71 ' igr* Iffilliall itI8 122 114 14 176* '...r.; ja• .. ' ;!'! 4 4 •••. 1 •• . er:fi • •,,.c! 44•:.0. 73 66 87 0 1:11N c. 6., _10-' ...,-1 ■1-4,11.; tSial vr.:77-...y. ■ oft-I.k, 1...... kil '43 • • • ' :1•1046,: .', ' • 14,._ ji; :Ai • ; '9'61if.,. .....i.143114 4 ‘11k4•1. .1.-.107: ■•::•`. 7,1 '.: , Vc •%.: ar 41:,: -.7: m. ••., •••/ 's •'41. . .69 .... it' ‘' ''. • )1,•.:10.1',. ...• 4 ' ': • .1013 01. ea (11 ea • • ••37ctittritstrg. Agit s 111* 121 .-1. `r 03 135* 147 II • -1 LIIFIII T.H.__Av- . rhilZit. •-----• rdi:7"41-11. c.: 4 ri U: ; i . J 1552 202 El 112 112 132 132 ... _ 01,, • . • . .t- 2824. 280* r•-• --... . 4 , ,.x ' - vw. . f-, ' .4- 24 shoo 2' 3' To 97 100 mom. Will" lk, 4 11 108 133 143 1 221* 2.3? 11 11 VI 142 142 -0 168 108 Filit44 1 ''. • ' !l• .• . 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Walt 20 •!......-r'T A 114* . 154* Ise* 190 114 .1 4 156i 1/9 • 1906 16 190 224A •te.. 204 215 16 ." .ii,yff. •-• i,. • 49: 2/TT? PR , f‘vi. 1 il L • ( .,..,:':, A ,,,„,..... ■'••1•24414 '1%yi 1. 151 151 .g.4;-sTa Itgyi, 236* 260 ..; . -.10: -44- •:...!':. i i' - ... ,..N.e...1-,... 1....31.•-.:., 14q* 392* , • 4-,:. t"?...7,'•• , ' C. 11 1 .t,:,,, ‘,1 .•'• .:". 1... ' , • - A ;tit I.. '• 163 314 3141 .,,, 7. • - 1 L c`f, . .. • 179 371 371 8410f 2' 3' an 1 110 149 174* 1 1 211* 949* 250* 294* •I' •-•'t■ .04 . 0. C. .1.:t• ' ....' , ...: 7, ' to".41 4,-.. ‘: It •:.! .. ".2.1 .. , • ,i,, 0 . ?'t •J: • 4;. , , Arr. ig . it '.- - .1 •').1. •••••1•„' ic .4 .4 • ... 332* 332 ... .....• r M.3e,rii If. 486* 608 ' ‘r•'. ? ' "WI'•', 21, 4•Air MA 712* • •*: . si%. -.:•_,A1 24 503 .. .- •*,s i., e • ./.;"33...st• . A • 5,... L II • 1Wry;11Z•;•,'i. 724 924 jI 138 138 248* 240 360* 377* 425* 629* 188 108 289 514 614 1... fe• .litial? dilvi 16 ..., '......14r.'"' :..e. .4. TrE;:, -. 'A- -• , /4i...14 .6 C(2. ' 4!, tre9:16arj.- ?MI - 145 ,r-' VI' , 96 .14.1)81441' ti,..1.4St•Ii.' •..7.42. 207 0; ..r. -I. • tent atzt t A t:t *!•714113‘ 262 : 1. 4 1.,._ •144' ;i1 1 vi ...f: .13i % Valia.,• 297 ..1` 68. vIt ■737197'..IM .,:t.41 1.144V1. ."•Vii., I 191 : .8001 1:1:112r. ' 106 ';'-.ct 7-111:FQ :?-146'() 281 .II, L..; 07 ;34Hr , nti i.,:iuol. Zilaio d1i1.N., 341 ‘...gril .4% 115 , 'raw 162_ C•raejii :;:taiitpa: ipii" 403 - ' 24 -,. • L* . %. ;TAW- LW .„, v-7.1'" : % - • 07 1 '.: ' 209 GAEF "TarLA r• VIL aTI s'aglir 1 r 255 . as 46 , Till lir, r . ,•..... ° ; -- 7 . Ix • Arms Pap TO.14 lot basle. limitations and explanation of thli topic. Bee page T0-20 duo TD-23 for ps/nChing Patterns and dimensions. TIMMS: Cash without prior credit approval Pdooll 9ubJect to change without A011ed s sus smarrombwo o0/11110~141 tirwrynnAmil Page TEN17 09/15/93 OO115 S 206 641 0068 X *0 o0 CONSTRUCTION TEC P.16 jt 3/0. Cur runt cAr rub-e. / = Tt re) r'i rNc IN! Mb -:_s_•6 wekEi yw • ewe., si.A.)p. licox I, -1w 4, . { Itfriric• too 1 • • f WAR gtIgn 09/15/93 08116 a 206 641 8060 .." CONSTRUCTION TEC c 241∎1 * -1TV 14- ciL15 ("' /r'ost ivW cope NIgo :. C.� FaNct.Qsu trrn. - •••••••••••• .1.1 ..+•....■••.wr n ••■• r •1• ...� .•.••. .•. . r.• n. M•. w•■• M. P.17 . �� X443'+._ ?Y W 11>p1 (te 404 x- ►'91a+o4•11..,' li 'min: , „ ^ ,,t, 4 1 te,, Z Cl ' ZmAt. 04,0) e10%-e:O•1G t l�. • AUG 10 '93 10:36 AIR( TRATION CO.- OROVILLE CA. • Ifli! AIR FILTRAT ON CO. INC 3/25/93 SPRAY BOOTH SPECIFICATIONS AND TECHNICAL DATA P.2 FABRICATED FROM 18 GAUGE GALVANIZED STEEL,TRROUGHOUT,TO EXTEND LIFE EXPECTANCY BY 5 TIMES. GALVANIZED CLASSIFICATION G -90 ZINC RATING 1 1 /4oz,PER SQ.FT. DESIGNED FOR CODE APPROVAL ALL MODELS ARE MANUFACTURED TO THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS FOR SPRAY BOOTHS, AS RECOMMENDED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 33), OSHA STANDARDS AND EPA REQUIREMENTS. STANDARD COMPONENTS AND ACCESSORIES ARE AVAILABLE TO COMPLY WITH ANY SPECIAL STATE OR LOCAL CODE REQUIREMENT. EACH BOOTH IS CONSTRUCTED OF 18ga.GALVANIZED STEEL AND HAS THE FOLLOWING: .. EXHAUST FAN WITH NON- SPARKING BLAI)E.THE BLADE IS DRIVEN BY V- BELTS,ENCLOSED IN A CYLINDER FOR MAXIMUM PROTECTION FROM THE AIR STREAM,WITH THE MOTOR BASE LOCATED OUTSIDE OF THE DUCT AREA. AIR VELOCITY OVER FACE OF BOOTH HAS A MINIMUM OF 100 LFPM. ELECTRIC MOTOR WITH NEMA RATING, CLASS A OR CLASS B INSULATED.(MOST GOVT, AND INDUSTRY MOTOR STANDARDS ARE BASED ON NEMA),U.L. LISTING E 46145•BALDOR MOTOR. LIGHTS U.L. APPROVED 21209. WINDOWS ARE 1/4" WIRE GLASS, SEALED FROM INSIDE• TO INSURE A VAPOR PROOF SEAL. LIGHTS ARE MOUNTED AND SERVICED FROM OUTRIDE OF THE BOOTII.THE SAME APPROVED LIGHTING FIXTURE IS AVAILABLE IN AN ARRANGEMENT THAT MAY BE SERVICED FROM THE INTERIOR OF THE BOOTH AND STILL MAINTAIN THE VAPOR PROOF CIIARACI'L't:USTXO. 5523 Bagged- Marysville Rd., Orovife, CA 95965 (916) 533 -8907 RECEIVED CITY OF TUKWILA AUG 2 4 1993 PERMIT CENTER — + -1v.7 ac, 4 IR FIL TR4 CUSTO/1ER 7J ac,•or TIC 1Jr IKlI.Lu`I °- CO. W.-UKUV1l.� U-l. -- 3 INC. P GE 1 /1A TERI/4L LIST FCR TRA -/ OR ERED - i I T /'f NC. I1O0EL DESCRIPTION AND SIZE aM 1 OEM iTTT!�w�! 1 BASE ANGLE 2'X 2'X 1/8'X 120'LONG. • - - - 2 1111 BASE ANGLE 2'X 2 "X 1/8-X29 3/4 °LONG. BASE ANGLE 2:X 2:X 1/8 28 8 /4'LONO. lal `X Mil 4 BA -39 BASE ANGLE AT REAR 2'X 2'X 1 /8'X ?MONO. 1111111 VERTICAL SIDE PANELS 24'X 144'. 41 -- IMINIMI MI MN TVS-R VERTICAL SIDE PANELS 24'X 144' RIGHT SIDE. 6L 7 TVS -R HP -R VERTICAL SIDE PANELS 24'X 144'LEFT SIDE. HIP PANEL RIGHT 24"X 56'. 8 HP -L HIP PANEL LEFT 24'X 56'. Kill 10 FL -ii HL -L HIP LIGHT PANEL RIGHT 24"X 56' . HIP LIGHT PANEL. LEFT 24 °X 56'. 7- g 11 TP -1 TOP PANEL 24'X 112 18/16'. 2 - 12 TADFP-1 FILLER PANEL 12'X 144'. 18 TADFP-2 FILLER PANE1.12'X 66 8/4'. 14 A7F -1 ACCESS DOOR FRAM 36'X 77'. 15 TADFP -8 FILJ.ER PANEL 24'X 66 3/4'. MIENTIF 1 16 19 AD -1 -1R ACCESS DOOR 95'X 78'. CORNER PANEL RIGHT 31 7/8'X 174 1/8". TIF -1L CORNER PANEL LEFT 31 7/8'X 174 1/8'. INTAKE FILLTER SCREEN RIGHT 66'X 185 5/8'. 1 20 IF -IL INTAKE FILLTER SCREEN LEFT 65 "X 186 5/8'. 1 I 22 23 1=3 ARRESTOR BANK RIGHT 26'X 144'. ARRESTOR BANK LEFT 26'X 144'. 1 24 TA8C -SR ARRESTOR BANK RIGHT 48'X 144'. 1 25 TABC -5L ARRESTOR BANK LEFT 48'X144' . 1 26 TCT-1R CLOSURE PANEL RIGHT 83'X 43 3/4'. 1 27 TCT-1L CLOSURE PANEL LEFT 33'X 43 3/4'. 1 28 TEO -1 EXHAUST HEADER REAR 19 3/4"X 132'. 1 29 TCT -2R CLOSURE PANEL RIGHT 24 1/2'X 48'. 1 1 MM. 4 1 30 31 31A 1112111 33 TCT -2L CLOSURE PANEL LEFT 24 1/2'X 48'. TETB -1 EXHAUST TLVNE .SOTTOA 24 "X 132'. AES -P - EXHAUST TU.. OAROTT 24'X 192' NO LOCKING FLANGE. ARRESTOR BANK SIDE PANEL 24'X 186'. . ARRESTOR BANK FRONT RIGHT 32'X 188'. 1 MIN 34 ARRESTOR BANK FRONT LEFT 32'X 188'. 35 BASE ANGLE 2"X 2'X 1/8"X 36' LONG. A IF' Rf Je ' I /T/i / .11 TR�ION 4 f CUSTOAER.• 2ROVILLE CA. F "" /Pj i GE 2 C. /`M TERI/9L LIST FOR TRA -4636 . ` OUANT/TY ORDERED SHIPPED ffTEit m0.- ,1O0EL DESCRIPTION AND SIZE 1 36 DDFR -1 DOOR FRAME RIGHT 2'X 1 1/2'X 14'. 1 3? . DOFL -1 DOOR FRAME LEFT 2'X 1 1/2'X 14'. 38 DOFT -1 DOOR FRAME TOP 2'X 1 1/2'X 131 1/2'. 39 TEF-! EXHAUST FRONT HEADER 19 3/4'X 132'. 40 D0FG -182 GUSSET 45' 8 "X 6'. 4 41 TETT -1 EXHAUST TUNNEL TOP 24'X 74'. 42 EFP -1 FAN PANEL 40'X 52'. FR42 42'DIA.FAN RING. 1 44 ES -1 EXHAUST STACK WITH CLEANOUT DOOR 42'0IA. 45 ES -2 42'DIA. EXHAUST STACK.! 1 46 RJI 42'DIA ROOFJACK 1 41' RJF -1 RAIN/GUARD 42'DIA. 1 48 ESC -1 WEATHER CAP 42'DIA. [' z 49 LC - ?2 LIGHT CLIPS 3 1/2'X 2' /4Z 50 CO -43 CORNER GUSSET 9 1 /4'X 3 3/4' 1 61 0/0 -1 TIE -BAR 1 1/2'X 1 1 /2'X 131 1/2' LONG. 1 52 DD -L DRIVE-IN DOOR LEFT 65 1/4'X 13'10 1/2'. 1 63 DD -R DRIVE -IN DOOR RIGHT 65 1 /4'X 13'10 1/2'. 1 54 TDD -RI LOCKING BARS tATTACHED TO DOOR) 3 /4'DIA.X 160 1/4'. 65 LSO-1 LIMIT SWITCH BRACKETS. 56 57 S9 • 1 59 PGR -1 LUUNRAACK AND PAINTSFELF. 1 59A 178 REINFORCING BRACKET FOR ORIXON LATCH 1 -178 1 S0 3C -128 42.0IA. EXHAUST FAN WITH SHEAVES. 1 61 3P5F 5HP MOTOR 0.7.230/460V 60C 3- PHASE. 24 62 VG -2 WIRE GLASS 13 X 40 3/4' -� 63 FLF -1 FLUORESCENT F I XTLRtES 4-TUBES. , 68A EC -1 LIGHT FIXTURE END CAPS. 636 C1D2 CLASS 1 DIV 2 LIGHT FIXTURES 4- TUBES. 64 WO-2 CLEAR WIRE GLASS t PART OF ACCESS DOOR). 1 65 IFB -1 INTAKE FILTER CIS FOOT BLANKETS). 84 66 9032 _ ARRESTOR PADS 20'X 20'. 42 67 1011 HOLDING GRIDS 20'X 20' PAIRS. 8 LOS se TEK SCREWS 1/4'-14 X3/4" LANG. 20 69 S.A.- SCREWS 1/4' -14 X MONO. 10 10 COUNT-SUNK BOLTS 5/16'X I'LANG. • CZ'STO/1ER 11A TER .1AL L I ST FCR Tan-40. .5'HIPPEO 10 10 4 6 46 MIMI I TEA NO.. 71 72 74 76 4 - 4 25 NMI TB 79 80 61 62 rill l . . WM /yy 1 mum 1nm 4 4 MINI MEI Be 6? 88 89 90 91 92 94 4ODEL CMAR.EST. *2 -p *492 +J -400 802R -AF F40CV MINN AR GE DESCRIPTION AND SIZE VASi-ERS 5/16'. Hoc NUT 5/16'. TRUSS HEAD BOLTS 1/4'X 5/8"LONG. HEX NUT 1/4' -120. 96 97 98 ACTOR BOLTS 3/8'X MONO. LO XVASIERS 9/8'. HEX NUT' 3/9' . FOM TAPE 1/2'X 3/4'X 25'. TUBES CAULKING. DRAFT GUAGE. BRIXON LATCH. PILL. HANDLE. E. AIR VALVE. LIAMT SVITcIES. (FLUORESCENT) TUBES 8A3.063.4 -SH PULLEY. SHX 1 1/8' OD BUSHING. AXTO BELTS. 9/8"-16X 3 1/2' HEX HEAD BOLTS. 3/8' FLAT VASFERS. ASSEMBLY CRAVING AND INSTRUCTIONS. 99 lei mmommommillfrill rrI •rwrr_ 11W"..".""1=11M..."1 IIIIIIIIIIIIIIIIIIIIIIIII 4-71 :. ::.•... r' l •11 r i Pr- EMI NMI -go 4g. G ;. W. I i2 LAO ENDS CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 DATE 11) PROJECT NAME ADDRESS SUS )( ITTAL * CONTACTPERSON ,Av') 4,4-0/41,1At6) ARCHITECT OR ENGINEER PHONE PLAN CHECK/PERMIT NUMBER Z. - 3 62:5 se; TYPE OF REVISION: ed1;74.'?--1.et° ,,44//.1eacac./ TyNizoko,f2_ isenj,q3 uk-k- yy).e._(ka la 1 aa,1c10 , SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI I I b.D TO: "44'. 41 ../04..iewS<24, C111 OV lUOMA NPPROI" otpi 2 9 1991 DING DIVIS)ON To: Permits From: John A. Pierog, PW Development Engineer Date: October 1, 1993 Subject: System Seven Paint Booth 10825 Pacific Highway South (Activity No. B93 -0326) Utility Permits As a result of the review of the subject project at the Septem- ber 28 Public Works plan review meeting and a subsequent field check by the City Utilities Inspector, it has been determined that no Public Works permits are required for this project. If you have any questions, please let me know. cf: City Utilities Inspector Development File JAP /jap City of Tukwila Mar 02, 1994 John W. Rants, Mayor Department of Community Development Rick Beeler, Director RONALD WOODWARD P.O. BOX 1650 WOODINVILLE, WA 98072 RE: SYSTEM SEVEN Dear Permit Holder: Our records indicate that on Apr 02, 1994 one hundred and eighty days will" have passed with no inspections having been called for under Tukwila Building Permit Number B93-0326. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Apr 02, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Sincerely, Denise Millard Permit Coordinator Department of Community Development, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B93 -0326 Tenant: SYSTEM SEVEN Status: PENDING Address: 10825 PACIFIC HY S 09/15/93 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 042304 -9159 Owner: MR & MRS A B SPPED Validated By: SAO Plan Ck Approved: / / Status: PENDING Applied: 8/24/1993 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: POUR CONCRETE SLAB AND ERECT MODULAR PAINT BOOTH Location: Category: NCOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: M2 -L KR304E SEC423 Gas /Elec: Census Code: # of Units: # of Bldgs: 1 Pub Own:N Streams: Slope: Y Wetlands: Water:SEATTLE Sewer:VAL VUE Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 33,705.60 Fire Protect: Type Const:; II-FR . Type Occ:0026 EQUIPMENT UBC Edition: 1991 Occupant Load:NONE Occupancy Grp:M -1 Enter Table Screen Number: 2 or ESC =Exit Table Processing F1 =List Screens CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/15/93 Activity document routing maintenance. BUILDING PERMIT Permit No: B93 -0326 Tenant: SYSTEM SEVEN Status: PENDING Address: 10825 PACIFIC HY S Route: 1 Current Route Line: 3 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 08/31/93 09/15/93 09/15/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[RECEIVED STRUCURAL CALCS FOR ROOF STRUCTURE, O.K. ROUTE TO ] 2[FIRE. ] 3[OCC. LOAD NONE ] 4[EXITS SEE PAINT BOOTH ] 5[ ] 6[FIRE PLEASE REVIEW AND COMMENT. ] 7[ ] 8[ ] 9[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. • 1 42X34 i 1 1 ,........ftwwwMOral.,s .,^ a .rt "�C: "�l `..:'• iY: TINA -6036 TRUGK FEVERSLO AIR FLOV BOOTH . AIR FILTRATIQN CO INC. �� FHONE : (916) 533 -8907 TOLL FREE: 800/33I -7.44 NOTE: LP -F OV CAP r'PTIONAL SOME STATES AND LOCAL CODES I LjIRE THIS TYPE OF van-ER CANOPY DMPER MODEL 149. INSIDE VOWING DIAENSIONS: VICITN: 16'0' HEIGHT: 15945/8' DEPTH: 60'0" CLIT'SIDE DIr.E,NSICNS: VIOTH: L6'4• FEIG-n : 15'8' LE`' .:Th: 60'4" DOOR OPENING: HEIGHT: 14.0' VIDTH: 11'0' o� BLOV -UP VIEV - - - - --4 DESIGNED FOR CCM APPROVAL : ALL MODELS ARE MANS ACTL RIED TO STANDARDS OF THE NAT I ONA1.. BOARD OF FIRE t. DERVR I TERS FOR SPRAY MOTHS. AS RECOAAENDED BY THE NATION FIRE PROTECTION ASSOCIATION. AcT1TRS: ALL MOTORS ARE NE11A RATED CLASS A OR B INSULATED. LIGHTS :ALL LIGHT ARE U.L.APPROVED. LIA1T SVIT'CFES:ALJ- LIMIT WITCHES ARE CLASS 1.OIVISION 2.OILTIGHT AND ARE U.L.LIST J . AIR VALVES :AIR VANS ARE NFM TYPE 1 . V I TH SOLENOID ENCLOSURE. Vita NOTE : START ASSFJ18LY AT REAR ALL ValKING TOVA FROM OF DOO'TH. FRISr REAR VALL THEN VERTICAL SIM PANELS THEN HIP PANELS THEN TOP ROOF PANELS. TYF I CAL_ ' i-7=1 P.S`E, BLF WITH GU TYP I CAL JOINT ASST ABLY 6LOV -UP VIEV r 1� fI y 399'X ?6' P RSOt''.a. ACCESS DOCK' vITFI OVATION VINDOV TYPICAL LICIT ASSF.AE Y TILE . .---- ...- --- a." �. Plan C1�eck. a�,prrval� ace t the and aPP ats a e I understand tt missions a errors and omissions violation Di any san�ec; o st;: con- tractor's riaes not auth!zi!�.'.• :�gcpit)t o plan,..; , or ordinance: 1 tv,lierj pd' adopted cock proved plan'; a ;:!." . atioP of approved copY By Permit No. � ;,....�.•� PRINTED ON NO. 10014 CLEARPRINT. 16'0' I.D. i NOTE: SEE BLrnf t_3P OF TYPICAL PANEL ASS€AE.•Y _V I TH FASTEN BASE AND TIE -IN ANGLE TO FLOOR VITN RAASET SHOTS ON 24' CENTERS. 18GA GALVANIzD STEEL. CONSTRUCTION. 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 I l k 0 le TNS INCH 1 2 d+iKY 3 s OE 6Z 8G LZ 9Z SZ 17Z ? c zz lz OZ 61 I�117�111�i1► �jil�llli11i�11�1111►► 1��11)( 1��iilll�f�I; �11111�� ;�(1�1111�i,IJ�lii�l.lfll ►(k� �� ((�I1.Ll�II: �C;� f7 .t � r, a tr f � �,r,� ,�1 ,� ;�� >1' ���E'fi'ff c � ✓� '` t, i rn�• a4 60'4' O.C. 60.0' I.U. • y FILE ..s.�l,� ��,��+`�'O'^v'71s are r oval of ► _;n'l ersta ed ors 3 d .oriss dns and app 1 any ti�jee' to errors dt1 violation U C not authortze the Receipt olatio of cony t ,.,l.,�; ,..ioe� ordinance. ,,t�,t,tAd code ved Mans ack ovule 9eO r SEPARATE PERMIT, FIEQUIRED FOP ELECT : C PLuww :. 0 GAS CITY O BUILDING DIVISi3N lfaCIOOt'ScLP By Date --- Pe`n�° t....,. -ter• It1 0'. , '^f v; 'f- �' }ti I RECEiVED CITY OF TUKw'ILA AUG 2 4 1993 PERMIT CENTER 41e'e AiR FILTRATION CO INC. SCALE: 7Z2-. DATE: IQ- 19...92 APPROVED AY: DRAWN BY J D V REVISED TRA -6036 REVERSED /SIR FLOW DRAWING NUMBER • .al st Li i_ I f I[ 1 1 m11111111 it 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 111111111 w 1111111111111 11 ►, E,NGEN zr • 14 O1• 8 8 t 9 s ', e z 1 WT+ O 1011111111 1111,R1111411111111111IIIIl11111 II IITHIJIIIII1I1111111i111111111111111140111111111111111110I F r 1