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Permit D2000-258 - SEGALE BUSINESS PARK #734 - OVERHEAD TRUCK DOORS
SEGALE #734 18338 ANDOVER PARK WEST D2000 -258 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address..: Suite No: Location: Category: Type: Zoning: Cont. s. Type: Gas/Elec.: Unit:: Setbacks: Water: Wetlands: OWNER WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: LAPIAL *00338 OCCUPANT SEGALE BU'SINE'S'S PK #734 Phone: 18338 ANDOVER PK W, TUKWILA, WA 98183 LA PIANTA LTD PARTNERSHIP Phone: PO BOX 88050, TUKWILA WA 98138 CONTACT STEVEN R. NELSON Phone: PO.BOX 88028, TUK.WILA, WA 98138 CONTRACTOR' LA PIANTA LLC Phone: PO BOX 88028, TUKWILA WA 93138 * * * *:k*'k•k *•k * *k **'A"k *k: 4**•k * **:k *•k *'k* *'k•k **'k** *****: k' k' A: k• k * * *'k * *:k•A'A **'A*'A'J•/ *'k* **'k :kkA.k :k k Permit Description:;` CHANGE THE SIZE,AND REDUCE THE NUMBER OF OVERHEAD TRUC DOORS. ADD CANOPY OVER.TRUCK DOORS. STRUCTURAL' WORK TO INCLUDE: INFILL EXISTING OVERHEAD DOORS AND SAW CUT OVERHEAD DOORS. k *'k'k'k.* * *•k k •A'k * 'k :* k ' A k ' k**' A •k*'k *'k•k * *'k* *•k'A'k'A'A•k *'A k •k•k **•A•A'k:k* A* A:k'A•k'.k'A' **'A k *'A**** A A A A Ak k *:k * *`. C.onstructi,on Valuation: 5 49,100.00 PUBLIC WORKS 'PERMITS: *(Water Meter' Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk:: /CSS: N ` Fire Loop.Hydrant: N Nu: Size(in).: .00 Flood Control Zone: N Hauling: N Start Time: End Time Land, Altering: N Cut: Fill: Landscape Irrigation N Moving' Oversized Load:' N Shirt Time End Time Sanitary `side `Sewer: N Mu Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street U e N` Water Main ExtensiOn. N Private N Public: N k'a l• *•k *'A'•k* ** *•k *•k•k * ***•A *•A ;k 'k* * 'k•k •k :kAk•k:k ****• k: k** k•* k**** k• k* A' A*• A' k' A*' k• k•k•k **A'A*•k *•k•k *'k *•A'k* *'A; TOTAL DEVELOPMENT PERMIT FEES: $` 1,066.69 A'A* 1•' k' A' k* A**• k**' A**' A' k' k' k' kk• k*: k• k.k *•k*•k *k'kk* *•k *•k *AA•A:k *'A A''k *'A l' A*' k•k.k. k*A A Ak' A •A•k *:i *•kA'A**'A'A•k *•A *•k•k•k Du1 Ciate: glt Permit Center Authorized Signature:_ I hereby certify that I have read and examined thi 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: 352304 -9018 18333 ANDOVER AWSE DEVPERM M2 Print Name : PK W 001 North: .0 South: .0 HIGHLINE Sewer: SEPTIC Slopes: N Fire East: Permit No Status. issued: Expires.: Occupancy: U8 C: Protection: .0 West: Streams: Date: J//JC)U (206) 431 -3670 D2000 -258 ISSUED 08/11/2000 02/07/2001 WAREHOUSE 1997 SPRINKLERED /AFA .0 (206) 575-3200 206- 575 -2558 206 -575 -7000 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. � W 0 §' w ; w 0 t- Z , uf N' =a • Z U co, I- 0 Address: 18338 ANDOVER K Suite: Tenant: 'type: I.)E VPFPM' Parcel #: 352 04- 9018,. I f Y OF ° TU{.W1LA: ; Permit No: D2000 -258 Status: ;ISSUED Applied: 08/02/2000 Issued: 08/11/2000 AA A AAA*• k k,• AAAAylAAk• AAA* Ak• k AAAA AAAA *AAkAk•k•k•k*A•A A%Al.*AA•AAA•AA•AA Per t. Conditions i' . -No changes will be made' to the plans unless approved by the .. Engineer and the Tukwila Building Division. 2. . All4c4nstruction to be done in conformance with approved plans, °' and recluirements of the uniform Building Code ( 1997 Edi't{ion) -as amended, Uniform Mechanical Code (1997 Ed,i <tion)` ariOlashington State Energy, Code '41997 Ed .i;iion) . l: No'xify theta City:'.of Tukwila Building Division prior to p 1 &o.i ng' any concrete: . i.h i t t.pr o+. edure " i s in addition tt any r e;qu 4for special inspection. Va "i i d i y u F Perini t.. ' The, issuance of . a permit or approval "of plans, ' specifications, and computat lons shall not be con st- r,'ued 'to be, a permit far, or an ; appr ~ova l -of{, any violation of any of the provisions of the building code or of any other "ordinance;; of, the :Jurisdiction. No permit presuming t ,give authority to violate or cancel the provisions of 'this, code ;stmt l l be va l .i;d, Al 1 permi ts, inspect i on records,: and !:approved Plans shall be available at the job site prior to the start of any con struction,.. These 'docum'ents are to be maintained and avail- able untrl final inspection` approval is granted. G; Bolts installed in concrete shall be =special inspected (UBC Sec. 1701.5.2). PROPERTY OWNER: 1 Y , L C Phone No: ( 7&, ) `� -Zoo o Address: en ( 5oY 8 f fl 5 g 8 - FL- City/State/Zip: Ti r c,,_. l I Lt. g 9& 132 C NTRACATOR• c._ Of � ■ �� ,-ct 1•.., L. C. Phone No: ( ) �C6 X75 - ()Go Addr s: % bX 88caP 1 City/State/Zip: +TLiIcwi - \.-,14 48 i38 WA State Contractor's License No.: L ii Pm L / 00,-938 Ex Date: y / / / „7ao! 4RCHITECT: ,., CT ii Li e. (I e.vz x ASSN C c c c., Phone No: ( ) .266 3.5 - 25-53 Address: 130 Lc Le -stele City /State /Zip: Sec %A-1.e L0-> WA State Architect's License No.: Expiration Date: PLAN REVIEW NUMBER DESCRIPTION AMOUNT RCPT # DATE Phone No: U4, - 7 5 S �-+�., Building Permit Fee $ 191(S.15 �j " g tJ Iti. 0 Plan Check Fee $ . yes BLANKET PERMIT AGREEMENT NO: Building Surcharge $ 4.50 %:9- :003 - a Old r 1I ..-,es IZ- )4.3- c.50O Total $ + I� �. •/" Signature: Gt,-e� l�� v'-- Organization: Sc 9,4 k �,�, n mss 'Q�.. I Print Name: S �� e / So, Phone No: U4, 6 .. 25 - 25:58 Address: 2 I s 6)( 88 6,9i C �a ee/Zl pc, Iti. 0 Sid l3, Will there be rack storage? CITY OF ''UKWILA Departme,it of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Tenant Improvement Application ALL APPLICATIONS MUST BE FILLED OUT COMPLETELY (Shaded area for Office Use Only) Site Address: /g 338 /fie /cbueve. Pc. -lc IA-7e I Value of Construction: $ /9 /b0 , co Floor: / Suite Number: `— Assessor Account No.: 35 ,9?,c ./- 5'0/8 Project/Tenant Name: 5 e 1SL/6) •- (c -1c 12,1ci 73' -1 Type of Work: g Tenant Improvement ❑ Interior Demolition ❑ Other: Describe work to be done: ( f-- � ,,} ,� �� K� , ,, �S t.� io�.� c-c a k aLtr GYMS• /x er1.,y+ Building Type: SA/ Building Use (office, warehouse, etc): L) c. Ne- ek c 5C. Nature of Occupancy (printing, manufacturing, etc): U aC ri ,-,4 Square Footage: Entire Building: ."91 t. $o Construction Area: 45 Tenant Space: Will there be a change in use? (l No ❑ Yes If "yes ", explain: Da No ❑ Yes Existing Fire Protection: j Sprinklers El Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 41 No ❑ Yes If "yes ", please explain: Will there be ANY structural work? ❑ No Yes If "yes", please describe: ,e % yV i a/ c -ves �� a- l✓� �-� O�ILS I hereby cent 6 that I have read and examined this application and know the same to be true and correct, and I am authorized under Blanket Permit Agreement No. 4 1, -O03 -GM to apply for and obtain this permit. See reverse side of application for specific plan submittal requirements and information. Date application accepted: �2 Date application expires: 2-2-01 04/24/00 GENERAL INFORMATION This tenant improvement application may be submitted for non - structural interior construction which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans as submitted with this application, and such work is limited to non- structural Interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. ELECTRICAL - Department of Labor and Industries (248 -6630) PLUMBING /GAS PIPING - King County Health Department (296 -4722) FIRE PROTECTION - City of Tukwila Fire Department (575 -4404) MECHANICAL - City of Tukwila Permit Center (431 -3670) RACK STORAGE - City of Tukwila Permit Center (431 -3670) BUILDING PERMIT APPLICATION 1 Application Submittal - Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plans submittal checklist which follows. Handouts are available at the Permit Center which provide more in -depth detail on preparing the submittal. Authorized Agent - The applicant must be an authorized agent as identified in the Blanket Permit. Fees - The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a fee schedule, contact the Permit Center at 431 -3670. SUBMITTAL CHECKLIST ❑ Completed Building Permit Application ❑ Attachment #1 - Architects Statement ❑ Three (3) sets of construction drawings, which include: ❑ Site Plan, showing: O Building location on property O Adjoining public rights -of -way O Parking layout O Location of tenant space or area of work within building O Overall dimensions of building O Overall dimensions of tenant space, or area or work O Name of each common wall tenant(s) and type of business or occupancy ❑ Floor plan of entire floor or tenant space that the work is taking place, showing: O Tenant space layout with use of each room labeled O All exit doors, corridors and egress patterns O All new walls, existing walls and proposed walls (provide construction key) O All other proposed construction ❑ Construction details O Construction key 0 Cross sections showing wall construction and method of attachment, floor and ceiling O Reflected ceiling plan (if applicable) ❑ Miscellaneous 0 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker) O Title block on each sheet, identifying: • Project name • Company job number (if applicable) • Site address • Blanket permit agreement number • Architect, address and phone number O Each sheet of plans stamped by a Washington State licensed architect O Minimum sheet size 18" x 24" O Plans must be drawn to scale and clearly dimensioned Drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable.) ❑ Permit Fees (plan check fee, building permit fee and state building surcharge) 11/01/99 Blanket Permit Agreement Information Is any part of the work proposed under this application include structural work of affect structural components of the building? 0 Yes 0 No If yes, has the structural work been authorized by the Tukwila Building Official to be included in this application? Yes 0 No Does the proposed work comply with the requirements of Chapter 10 of the Uniform Building Code (1997 Edition)? ( Yes 0 No If no, please explain: Will any special inspections be required per Chapter 17 of the Uniform Building Code (1997 tJ Yes 0 No ammudim If yes, list specific inspections Co NGRGTe... - A U e MKGirbe , .. , As a result of this proposal, does the parking meet the requirements of the Tukwila Zoning Code parking requirements? rr� �l Yes 0 No If no, please explain deficiency: Architect /Engineer Stamp: _ , ,1 , Architect /En ignature: 3695 REGISTERED o%p `ii r : � - $ C ti J. STATE OF WASHINGTON -�.. -.,. Print Name: ��� Firm Name: 1 h G.. 1,7 e c 11 t-f (I e a a ASS oa c,.�e s COMPANY JOB NO.: bU ^ 7 3 Li_ 0 i Business Phone: .20� S _ Z 553 Street Address: )3 U )-- c jc r . c(c Su, , i c g5'0 City /State /Zip: S .e , t, q$ I ,9� PLAN REVIEW NO.: D2..000 -- 2:� NAME/ TENANT: se5c.(e ) r puvlc (9c BLANKET PERMIT AGREEMENT NO.: 7._ 06 , 3 _ 66 4. COMPANY JOB NO.: bU ^ 7 3 Li_ 0 i SITE ADDRESS: 33,R Ai ,7c/uu elf PcL\-Ic Coe 4 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement Tenant Improvement Application Attachment 1 - Architects Statement 03/22/00 Blanket Permit Architect Statement 73V coo cow mu. w O u. El d . 1-- _ Z O N` I v LL t il Z M. z 0 f— Plan Review No.: D2000-266 Date Issued: e _ 2 - DATE APPROVED Blanket Permit Agreement No.: cg_ OU- �i7� Project Name /Jb N Name/Job �.` I -23,../... v� . ,, oa . vl s i"` `t` vs�`i5 Site Address: / 7 /UV pe.,,„,4c. (,(- 4 Framing "X" REQUIRED INSPECTIONS DATE APPROVED INSPECT INITIALS PLANS DATE DATE(S) CORRECTION NOTICE ISSUED X 1. Framing 2. Insulation 3. Suspended Ceiling x 4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement Tenant Improvement Temporary Inspection Card CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project name and site address read INSPECTIONS 1. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION - After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING - Prior to taping (See UBC Chap. 25 and Table 25G). 5. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work may not proceed until the City Inspector delivers the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. • Construction will not proceed past required inspections. • The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown on the plans as submitted at time of application. • All corrections shall be made within three (3) days of notification by Building Inspector. • No more than 30 days shall elapse between the last required inspection and the "Building Final." • Unauthorized occupancy and /or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. • The following.work is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: Electrical Department of Labor and Industries (248 -6630) Plumbing /Gas Piping King County Health Department (296 -4722) Fire Protection City of Tukwila Fire Department (575 -4404) Mechanical City of Tukwila Permit Center (431 -3670) Rack Storage City of Tukwila Permit Center (431 -3670) THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. 11/01/99 Blanket Permit Inspection Card CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RISK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. AF' RRS .+N?Aarc�sa e�m�.^r. 'wt� r%!r09 11 GKprzt ei,..; 1,a1ffMNI ae vw.' . f9 U qe At s 8i k4 .kk�t4*�l�k h4: 4 1 �4i1ktl 1xk1Gf 41h'. St;i�Fr4i�F {:4:k i''t or 1'111(143:1.A. WA fI5 .t ( bop 1 POT,E1A13 1 : 4Ak1Ak :kA'*Av4 *h:kYF>}kks•k*A *Rk h* 4 k * *:k.i;w4;:1skt;1 4 :t:kA*:ikt+:Ahk•A•:l;* * TRANSMIT i`I:umb :r• P9E10():•3 tr• fiaiu'tn'i.'a 1.Ct ,t, ,fF.'� %)£i/ GGt 17 v !fl i■ 1•: ifce± o ,; t; 1; 14 co` %it ion t gal 6141 -1" itz 'T 1: I2 1'► snit' 14o' 1)24)t„)0-'); ;R Tyne- l }E«Pi;kii. 1 }%:Vl:l.of'i , 11 141 iU I•t Pa'ree..1 Ala:; 352304-.9018 a i e ': Adi1t re5sa 19338 11/4113 t'if 14 f C ?'.::.31 1 1..O t fi`i 1 "M i �, �1, merit: J.,, 066 6, 7•c:t 1 L.L. 1 -r' it;s. 1. tier. ; �F,' 13 71 %ii;ct? o . 00 Ak :h *. dok •i\ *Al.•*.a04.• *•ik11 *•It: T,1 � A4• *):•1 •kk•A* **4•itA71 AAA* .41c e I ti, l b C 1)e fi c r i p i; i s 1't it It o it I t O'0 t3i•ITI.`t)] :NG i`1CI ")!tEi 643 ;; 00G/34 i..1330 PLAN C rcr,; '- 14ON,tRE3 4113 .44 0 00/ '.16.;')04 '!•Et1 E 13I.11:1.I)3 ►`1G': ci1U? C 4 . `ii) 6609 08/08 1719 TOTAL 1066.69 `91�• tt�i I !M, SY e?Y,!' s . + �fiw�y1iYj , Pj�'i y -01 dxv` t \.i , 4 , D� ti{ f 4{ �� „�.•{Yr f S S :'� } , n � ?� . ' f jij -h t� .) 1 " f.' i I .Y ,. b Project: , ...- . 1 5rC y)uslIfve• 5.5 -?1,-- Type of Inspection: c 1 I VNe.t I Address: ? Lt) Date called: Special instructions: Date wanted: 1)-- a .m. P.m. Requester: ---- ?"4i f I rN i Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. INSPECTION RECORI, 20 00 _25 Retain a copy with permit PERMIT N Corrections required prior to approval. COMMENTS: Y.- 40 F kv,t • Inspector: e' ••" n Date: tyv•-16—ft" ))-- 2,2-0o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: 41.aisie41, 'e'MA■F ile41' Project: l � L }' US• �473 Ty o f �nspecti, n0. ,ce 1 ` 0 fl (✓er .W Da S 7 (i l ( I 7 - 1 Special instructions: f (oas P 1 le ) 0 min • `'(0± a , Date wanted: Req er: Pho 20 12 INSPECTION RECOR ' I 6 Retain a copy with Ret py permit P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. 'Receipt No: . 1a41. F f Y.' PERMIT NO. (206)431 -3670 COMMENTS: Uv? Inspector: Date: Z-10---(e) Corrections required prior to approval. i'7 1 Ei $47.00 INSPECTION 6`E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ac" r , : °.:mew k(n+i — uJ U 8 i . 2 w. ALL w 0 g J? pw ' w V � ,0 0 C1 1- w li V ta 0 Z ect: Type of Inspection: dd li ri d ota n 4 w Da a called• pedal instructions: I L., ‘ . of\ silo, 'L ' Gig -1�. lk _ g D e wan a e ster: f a r \C-:., Phone: — 435 . * 4401 g vzur y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved'per applicable codes. INSPECTION RECO th-r' detain a copy with permit -1O2 444j Date: Corrections required prior to approval. COMMENTS: 1`1/leti ()F tUL. /1/1 f Yk 0 $47.00 REINSPECTIONPEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: W21L�'?:U''ikY.4W.pJltl �� J��L 9�uy. �y,;+ �;,. z, K, 4, a+ u+ iUir ul' �twrw' Y. tr.` �+;¢ d.nsii�]iL21iYC'�".ic7�•c,!T.�_ -r'S 4s� a-:. taa�;YiixxT {9 15ua { S.n'�ira F� f+&.�.J+%.�i .,i..+ 4w�(is}L.k s t •i2.� 2 r,‘"? NY4 .44-1N ;4-!--.:4 ..T; Project 'Name Address Retain current inspection schedule L. . . Needs shift inspection S Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No 0_2(>9 2 John W Rants, Mayor Thomas P. Keefe, Roe Chief 73 5/ Suite # c; / // Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 2 0 0 0 (1) w ui 0 2 g:3 < (A a ui Z 0 Z ui 2 no 0 Di- w 0— ui n . z - M1 PuipsuuR lEnanssding CONSULT HO ENr.3:1 ••iEEPS CIVIL AND STf =UGTI F.�.L 1519 West Valley Highway North /Suite 101 . Post Office Box 836 /auburn, WA 98071 253.833.7776 Fax 253.929.2'68 STRUCTURAL DESIGN CALCULATIONS and DETAILS OF SOUTH WALL DOOR OPENINGS Building 734 18338 Andover Park West Tukwila, WA FOR SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, WA 98138 June 2000 JOB NO. 00083 FO Y C(IPY undervtand if lcit !I•k; Hail ! • i. iC i- i provals are subject to . errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit•No. RECEIVED Cm( OF TUKWIIA AUG — 2 2000 PERMIT CENTER 1 99-003 -8PA ad C��B�I e e r �9D ft' & pert CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Aubum, WA 98001 Post Office Box 836/Aubum,WA 98071 253.833 -7778 Fax 253 - 939 -2168 JOB a et. 3 SHEET NO � � OF CALCULATED BY Z''? DATE 714.5 c ° CHECKED BY DATE SCALE 12—crass t w lb-40 SO rAt V - ea. crv r4 cps ; C": / ,kg- a 2-w(t ? Z l to e l . a I,'. - , 3 /0)0401) 0 . q 1,a, ta. ?. Cc a 3 is %.• (,31.0(1.a) L1 ZAP , 3 .r trl tL 1Z- (1 ( r •-F) . �A IT � I e� PT LL Lr-( Iv,s '•50 R Ps I ur 4 - I ad Z r ‘f " '(F' 4 t 7.4;14 bZ Pr cx; �.bP .cam 1341 I N S•'pb 4..,‘ l all $-..r/o VP s , 1.• tJ S� Q. L.- 3 1 s caC RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833 -7778 Fax: (253) 939 -2188 Rev: 510300 User. MN- 00014M, ye, 5.1.3, 22 -Ju .1990, WW2 (e) 1903.99 ENERCALC Description Horizontal span over openings General Information Calculations are designed to ACI 318-96 and 1997 UBC Requirements Clear Height 9.000 ft fc 3,000.0 psi Seismic Zone 3 0.000 ft Min Vert Steel % 6.500 in 0900 Min Horiz Steel % 4 Base Fixity 10.000 in Wall Seismic Factor 3.000 in Parapet Seismic Factor 150,0 LL & ST Not Combined 145.00 pcf Using: ACI Eq. 9-7 for left & Iterating Deflections Parapet Weight Counteracts Middle Loads Parapet Height Thickness Bar Size Bar Spacing Bar Depth Max Dell. Ratio Concrete Weight Lateral Loads Wind Load Point Load ...height ...load type Lateral Load ...distance to top ...distance e to bot Wall Ana Basic Dell w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P -Delta Moment fi r...... ._ _.. -, - -- rte_ a Summary 11.000 psf lbs •ft Seismic #/ft ft ft Seismic Maximum Allow Vertical Bar Spacing 15.385 In Maximum Allow Horizontal Bar Spacing 18.000 in 9.00ft clear height, O.00ft parapet, 6.50in thick with #4 Using: ACI Eq. 9-7 for leff & Iterating Deflections Factored Load Bending : Seismic Load Governs Maximum Iterated Moment : Mu 3,608.45 in-# Moment Capacity 36,963.41 in-# Mn • Phi : Moment Capacity Applied: Mu Mid -Span Applied: Mu Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max. Reinf. Percent = 0.6 • Rho Bal Actual Axial Stress : (Pw + Po) / Ag Allowable Axial Stress = 0.04 • fc 0.005 3,607.2 0.0 0.005 3,608.4 Title : Building 734 Do• ' penings Dsgnr: DPS Date: Description : Scope : Tilt -Up Wall Panel Design Fy 60,000.0 psi Phi Width 12.000 in Vertical Loads Uniform DL Uniform LL ...eccentricity Concentric DL Concentric LL Seismic "I" Magnifier Wind "I" Magnifier For Factored Load Stresses Seismic Wind 0.002 in 1,704.0 in-# 0.0 in-# 0.0021n 1,704.5 in-# Parapet Bar Spacing Req'd : SEISMIC Parapet Bar Spacing Req'd : WIND Wall Design OK bars at 10.00in on center, d= 3.00in, fc = 3,000.0psi, Service Load Deflection : Seismic Load Governs Maximum Iterated Deflection 0.004 in Deflection Limit 0.720 in Seismic Wind 36,953.41 in-# 36,589.88 in-# 3,608.45 in-# 1,704.48 in-# 0.00 in-# 0.00 in 0.00 in 0.00 in 29,577 :1 57,021 :1 0.0067 0.0067 0.0128 - 0.0128 4.53 psi 120.00 psi 4.53 psi 120.00 psi c:1lflle& enercalc '00083.ecw.Calculations For Service Load Seismic 0.004 2,576.6 0.0 0.004 2,577.2 #/ft #/ft in lbs 1.000 1.000 Job # 00083 0.0020 0.0012 0% 0.2700 0.0000 Deflections Winct 0.002 in 1,336.5 in-# 0.0 in-# 0.002 in 1,336.8 in-# 15.385 in 15.385 in RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833 -7778 Fax: (253) 939 -2188 Rev: 510300 User. KW -0001 Vac 5.1.3, :24e1.1999, W1t 32 lel 196349 ENERCALC Description Horizontal span over openings Analysis Data E 3,122018.6 psi n =Es /Ec 9.29 Fr Multiplier for sgrt(f'c) 5.000 Ht / Thk Ratio 16.62 Values for Mn Calculation... As:eff= (Pu:tot + AsFyj/Fy a : (AsFy + Pu) /(.85 tc b) c =a/.85 'gross (cracked I-eff (ACI methods only) Phi: Capacity Reduction Mn= As:eff Fy(d-a/2) - Pu (WaIlThk/2 -Bar Depth) Additional Values Loads used for analysis Wall Weight Wall Wt Wall Seismic Factor Wall Wt' Parapet Seismic Factor Service Applied Axial Load Service Wt Max Mom Total Service Axial Loads ACt Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9.2 DL ACI 9-1 & 9-2 LL ACI 9.1 & 9.2 ST ....seismic = ST • : 1.400 1.700 1.700 1.100 Tilt -Up Wail Panel Design 78.542 psf 21.206 psf 0.000 psf 0.00 #/ft 353.44 #/ft 353.44 #/ft ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor Title : Building 734 Dor ^ Dsgnr: DPS Date: Description : Scope : Sgross Mcr = S • Fr Fr = Rho: Bar Reinf Pct Factored Loads Applied Axial Load Lateral Wall Weight Total Lateral Loads Seismic Wind 0.248 in 0.246 in 0.487 in 0.483 in 0.573 in 0.568 in 274.625 in4 274.63 in4 14.34 in4 14.26 in4 274.63 in4 274.63 in4 0.900 0.900 41,069.35 in-# 40,666.43 in-# 0.750 0.900 1.300 e :llfiles'en� e100 I083.ecw:Calculations 84.500 in3 23,141.3 in-# 273.86 psi 0.0214 Seismic Wind 0.00 0.00 #/ft 494.81 371.11 #/ft 494.81 371.11 #/ft UBC 1921.2.7 "1.4' Factor UBC 1921.2.7 Factor Job ;t COC83 1.400 0.900 Sketch & Diagram I - 21.21Paf Elf. VAdh • 12.01, Salimte Factor • 0.270 Seismic Zona • 3 Fy • 60.0000 fo • 3,000psi Using M 510.001n ;Midi • 6.5014 Nolo MMhod 1 ACI Eq ' 0190si•d GOadlona Saiamto Load =11061 Wind Load Gt3li o- t E w8E e e r EIDJ [Imo CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 838/Auburn,WA 98071 253 - 833 -7178 Fax 253. 939.2188 JOB ? 1 3 SHEET NO. 14 OF CALCULATED BY .17;SP DATE CTLAJ Q-o CHECKED BY DATE SCALE RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833 -7776 Fax: (253) 939 -2168 Rev: 510300 User: KW -0501423, Ver 5.1.3. 22Jur1999, W532 (C) 1953-99 ENERC.LLC Description General Information Loads Steel Section Axial Load... Dead Load Uve Load Short Term Load Distributed lateral Loads... Along Y -Y Along X X Summary Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb :xx : Allow (F1-6J Fb :xx : Allow (F1 -7J & [F1-8] fb : xi( Actual Wall Stiffeners Fb:yy : Allow [F1-61 Fb:yy : Allow (F1 -7J & [F1-8J fb : yy Actual Analysis Values F'ex : DL +LL Fey: DL +LL Fex :DL +LL +ST Fey : DL +LL +ST Max X -X Axis Deflection W8X13 Column Height 20.000 ft End Fixity Pin -Pin Uve & Short Term Loads Combined 0.00 k k k Section : W8X13, Height = 20.00ft, Axial Loads: DL = Unbraced Lengths: X -X = 20.00ft, Y -Y = 4.00ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 XX Axis : Fa calc'd per 1.5 -1, K "Ur < Cc YY Axis : Fa calc'd per 1.5 -1, K *L/r < Cc 26,736 psi 46,079 psi 35,559 psi 61,285 psi -0.448 in at Scope : Steel Column Title : Building 734 Dr- Dsgnr: DPS Date: Description : Job S OCC83 c: llfll esbnercalokooca3 .ecwCalculatfons Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy 36.00 ksi Duration Factor 1.330 Elastic Modulus 29,000.00 ksi X -X Unbraced 20.000 ft Y -Y Unbraced 4.000 ft Dead 15.93 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi LL Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 0.00, LL = 0.00, ST = 0.0Ck, Ecc. = 0.000in ive ST 0.143 klft k/ft Kxx Kyy ve DL + LL 0.00 ksi 15.93 ksi 0.00 ksi 0.00 ksi 0.00 ksi 23.76 ksi 0.00 ksi 23.76 ksi 0.00 ksi 0.00 ksi 0.00 ksi 27.00 ksi 0.00 ksi 27.00 ksi 0.00 ksl 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 1.00 Cm:y DL +LL +ST 0.60 10.000 ft Max Y -Y Axis Deflection X -X Sidesway : Restrained Y -Y Sidesway : Restrained Start in in DL + LL DL + ST + ILL if Chosen) 0.2739 DL + Short 21.19 ksi 0.00 ksi 31.60 ksi 31.60 ksi 8.66 ksi 35.91 ksi 35.91 ksi 0.00 ksi 1.000 1.000 End 20.000 ft ft Column Design OK Cb:x DL +LL 1.75 Cb:y DL +LL 1.75 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.75 0.0001n at 0.000 ft irriaitibtliMadmkodi NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN MIS NOTICE IT IS DUE TO TH E QUALITY OF THE DOCUMENT. RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833 -7778 Fax: (253) 939 -2168 L( Rev: 510300 User: KW-00014M. Ver 5.1.3. 22•) a .1000. WW2 Cr108300ENERCALC Description Section Properties W8X13 Sketch & Diagram Adra4,..- *s ..rw1,....,..4...J .......-..., Depth 7.99 in Weight Width Web Thick Flange Thickness Arial DL • 0.001k Aka/ LL • Ok Mat 5T•Ok Wall Stiffeners 4.000 In 0.230 In 0.255 In w:W Area Rt (1)` X XRtb OW Id: OW. LL.D.. ST•4I43 apt. D•s20R Scope : Steel Column Title : Building 734 Dar" ^cenings Dsgnr: DPS Date: Description : Job $ 00083 13.04 #/ft 3.841n2 1.010In c:11filesl nereale!00083.ecwCalcuiarions loo( I -yy S -roc S -W r -wc r -yy 39.60 in4 2.73 in4 9.9121n3 1.365 in3 3.211'in 0.843 in .., t.. i.r.�.�.i..aa:al.•..sia�W�:�Siu i!�cuu.r .,u:v..�.�::ixL�i�e.�.;,r.� 0c4 goD 801eerill05 OGL1@D CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Aubum, WA 98001 Post Office Box 836/Aubum,WA 98071 253. 833 -7778 Fax 253. 939.2168 JOB `t 3 SHEET NO. OF CALCULATED BY ZS DATE '74444 C0 CHECKED BY DATE SCALE RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aub, WA 98001 Description: Building 734 Soil Profile: SE Ca = 0.36 Cv = 0.84 R= 4.5 Ct = 0.020 hn = 24.00 feet BUILDING SEISMIC FACTOR . Design Method: ASD T = 0.217 < 0.7 UBC 1630 (30 -8) Design Base Shear. V = 0.861 W UBC 1630 (30-4) Vmax = 0.200 W UBC 1630 (30 -5) Vmin = 0.040 W UBC 1630 (30-6) Ft = 0.00 V UBC 1630 (30 -14) Zone: 3 Z = 0.300 1= 1.00 Use V = 0.200 W UBC TABLE 16 -I UBC TABLE 16-K JOB NO. 00083 14 -Jun -0O RUPERT ENGINEERING, INC. JOB NO. 00083 1519 West Valley Highway North, Aubn WA 98001 ' 14 -Jun -00 SEISMIC LATERAL LOADS Description: Building 734 Ab = 22000 ftA2 Direction: East -West W = 763.00 k V = 152.60 k Description: South Wall v = 76.30 k Shear walls: Braced frames: Iw = 60.42 feet # Braces = 0 vN = 0.50 vN = 0.50 10/lw= 0.17 r max = 0.08 r max = 0.00 (Ab) ^.5 = 148.32 (Ab)^.5 = 148.32 p= 0.37 p= 0.00 P = 1.00 Eh= 152.6 k Ev= 0.00 k E = 152.6 k E/1.4 = 109.0 k .7 a z UBC 1630 (30-1) UBC 1612 (12 -9) -taw 'rt we}-t.A.- UBC 1630 (30 -3) FILL IN AT EXISTING . NEW 9'x10' DOOR, OPENING, 5 PLACES 3 PLACES • r FOOTING EXISTING 6'x8' OPENING, 6 ' PLACES b DUSTING GRADE b -t 0 EXISTING MANDOOR 1SEGALE= BUSINESS -..PARK- • . .. -.. BUlLD.ING 734 SOUTH ° ELEVATION __ PROPOSED ` , D OOR MODIFICATIONS , F •V �I :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C'gr 5"f+ ycr I %.174...S . i RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auk i, WA 98001 CONCRETE WALL PIER ANALYSIS Description: South Wall Existing Pier Distribution Note: Wall piers are assumed fixed top and bottom. Vu= 78.00 kips T= 6.50 inches Number of piers: 13 Pier Height Width. H/D Rel Rigidty %V Force Shear Stress (feet) (feet) (kips) (psi) 1 5.00 11.42 0.70 4.089 30.93 24.13 27.09 2 8.00 2.00 4.00 0.132 1.00 0.78 4.98 3 8.00 2.00 4.00 0.132 1.00 0.78 4.98 4 8.00 4.00 2.00 0.714 5.40 4.21 13.51 5 8.00 2.00 4.00 0.132 1.00 0.78 4.98 6 8.00 2.00 4.00 0.132 1.00 0.78 4.98 7 8.00 4.00 2.00 0.714 5.40 4.21 13.51 8 8.00 2.00 4.00 0.132. 1.00 0.78 4.98 9 ; 8.00 2.00 4.00 0.132 • 1.00 0.78 4.98 10 8.00 4.00 2.00 0.714 5.40 4.21 13.51 1 8.00 .2.00 4.00 0.132 1.00 0.78 4.98 12 7.00 9.00 0.78 3.567 26.98 21.04 29.98 13 7.00 7.00 1.00 2.500 18.91 14.75 27.02 JOB NO. 00083 14 -Jun -00 ly JUN - 23 -UU HI U4:Ub NM ShGALR bUSINESS NARK hAX NU, 2Ubbfb183f P,02/03 6 -23 -200 2: 64PM h kUM WUWtk I tNU I NttM 1 NU 1ldb y i 4 I ors r. c RUPERT ENGINEERING, INC. JOB NO. 00083 1519 West Valley Highway North, Auburn, WA 98001 RAO 23..1un•00 Descdpfion: South Wall New Pier Distribution CONCRETE WALL PIER ANALYSIS Nate: Well piers are assumed fixed top and bottom. Viz 71.00 kips 7== 6.50 inches Number of piers: 10 Pier Height Width H/D Rei Rigidty %V Force Shear Stress (few (feet) (bps) (psi) 1 10.90 8.42 1.19 1.909 13.53 10.56 16.07 2 10.00 2.00 5.00 0.071 0.51 0.39 2.53 3 10.00 5.50 1.82 0.872 6.18 4.82 11.24 4 10.00 6.60 1.82 0.872 6.18 4.82 11.24 5 10.40 5.50 1.82 0.872 6.18 4.82 11.24 8 10.00 5.60 1.82 0.872 6.18 4.82 11.24 7 10.00 10.00 1.00 2.500 17.72 13.82 17.72 g 10.00 2.00 5110 0.071 0.51 0.39 2.53 t..4C45 •. 9 7.00 900 0.78 3467 2528 19.72 28.09 �-- 10 7.00 7.00 1.00 2.500 17.72 13.82 25.32 Iz , - OPENING, 5 PLACES FILL IN AT EXISTING NEW 9'x10' DOOR, 3 PLACES FOOTING 1 II II i • II 1 1 • c.� �' � . S ' . - . DUST1NG GRADE EXISTING 6'x8' OPENING, 6 'PLACES EXISTING MANDOOR NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY: OF THE DOCUMENT. E)Ctsn*t cr e' 2.-' e... F = SEGALE .BUSINESS -:.PARK. - .- . : 1 � BUILDING -7734 SOUTH 'ELEVATION ' - MODIFICATIONS TACIT SCALE:: "" ( 1 & + Ln�rw ^jl pert iggignaleerimg Ono@, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253.833-7776 Fax 253-939-2168 JOB da 3 SHEET NO. OF CALCULATED BY DATE CrAJ co-c. CHECKED BY DATE SCALE ,.! : r.: ;:i 3 pert lkigh r nn©o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suke 101 /Auburn, WA 98001 Post Office Box 838/Auburn,WA 98071 253. 833.7778 Fax 253.939.2188 JOB SHEET NO. I -r OF CALCULATED BY DATE cl'1ji r.t •'o CHECKED BY DATE SCALE 4 4 -1I t' 1 2 A z t 4) �ulL (14 WA 5 I vs..e I r 4-z p rs..% t r 1;#. �� �-aw e3•-S c - C.1- , I'4-(L4. (d 1 2 Tit ex. . CLLt..l S.i. / 4' Ksrt...T 5= 8-cA41 wen. , ' P1 t..r ► N H — I s $'/ 4, 'SF 'lc e f2 roc T •ks)c z 9 - rera . 1 ' >e Ter JUN-23-00 FRI 04:09 PM SEGALE BUSINESS PARK FAX NO, 2065751837 G-23-200 2 SARA FRC). - NRUPERT ENGINEERI 2k16 Y 21138 alielalCOVAIM9 Oritleg2 ecusta.1T40 ENGINIEERS021% AM STRUCTURAL Rupert 1519 Woo Alisy MlahWly *Waite 101/Psturts. WA 99901 Post Office Par reifikisum.WA aec 233403.7?7e F* 2534094199 • d • • • ••••••••••••■111 t 2 1 L. tz. ix* 12 ie t 2. atrx. Q10 2 e. 2.. s- X 24 V•tr-A4 C■ra =IA staotax 1E1%4 as-ins) At c.rt r- 1 212 li$ vIc.1 sT744 dr6v t7,.� 1:31P CP-1 14 C. '=1 cravg. 14 tic Pr-Z t 4 i LA. • P 03/03 a'cro e? $1667 NO t CALCIA.0155 CY 7, CAM es crt.2 era CidekTO ev CATO SCALII C4,4 c...0.A1 fal . • Pq 00700 GENERAL CONDITIONS STRUCTURAL NOTES DO NOT SCALE DRAWINGS. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment, vents, ducts, and piping per the applicable code requirements. 01412 BUILDING CODES DIVISION 1 - GENERAL REQUIREMENTS Uniform Building Code (UBC) 1997 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) 01415 DESIGN LOADS AND CRITERIA Roof Dead Load: Roof Snow Load: WIND: Basic Wind Speed: Exposure: Importance Factor (Iw) : 15 PSF 25 PSF 80 mph B 1.0 SEISMIC: Seismic Zone: Zone 3 Soil Profile Type: Se .'Response Modification Factor (R): 4.5 Importance Factor (I): 1.0 (y 01455 TESTING AND INSPECTION All special 1701, 1703, in addition UBC Section inspection and testing shall comply with UBC Sections 1704, other applicable building code sections and are to the inspections made by the Building Official per 108. Special inspections are required for the following work: Concrete: Placement of reinforcing steel, concrete placement and taking of concrete cylinders, where inspection is required by Section 03300 Installation of adhesive anchors and dowels Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be certified by the Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code; Special inspections per UBC Section 1704 are required unless fabricator is approved per Section 1701.7. DIVISION 3 - CONCRETE 03156 ADHESIVE ANCHORS Adhesive anchors shall be one of the following: Hilti HIT HY 150 system with A 36 threaded rod Simpson ET with A 307 threaded rod 'Substitution of another product requires approval Engineer. ICBO Report ER -5193 ER -4945 of the Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation. See Section 01455. Do not cut or damage existing reinforcing to install anchors. 03210 REINFORCING STEEL #3 ( #10) #4 ( #13) #5 ( #16) #6 ( #19) #7 ( #22) #8 ( #25) #9 ( #29) Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M). Epoxy- coated reinforcing, where specified, shall conform to ASTM A 775 (or A 775M). Bars conforming to the metric specifications and grades shown above in the metric sizes shown below may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover, bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shall conform to UBC section 1907. Lap all reinforcing bars at all splices, corners, and intersecting walls per table below, unless noted otherwise: Concrete Strength (PSI) 2,000 3,000 4,000 5, 0 6,000 TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER 27 21 22 17 19 15 17 13 15 12 35 27 29 22 25 19 22 17 20 16 44 34 36 28 31 24 28 22 25 20 53 41 43 33 37 29 34 26 31 24 77 59 63 48 55 42 49 38 45 34 87 67 72 55 63 48 •56 43 55 43 98 76 81 62 71 54 63 49 57 44 Use "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap lengths, in inches, are based on normal weight concrete and a minimum 2 db spacing and 1 db cover, per ACI 318 -95. The sizes shown ( #xx) are the corresponding metric bar sizes. Minimum cover over reinforcement, unless noted otherwise: Concrete placed on earth: 3 inches Concrete exposed to earth or weather: 2 inches Other conditions, UNO: 1 -1/2 inches 03215 ADHESIVE REINFORCING DOWELS Adhesive reinforcing dowels shall be one of the following: ICBO Report Hilti HIT HY 150 system with A 615 GD 60 bar 5193 Substitution of another product requires approval of the Engineer. Install dowels per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation. See Section 01455. Do not cut or damage existing reinforcing to install anchors. 03300 CAST -IN -PLACE CONCRETE Cast -in- place normal- weight concrete materials, mixing, placing, and testing shall conform to UBC Chapter 19. Material specifications, unless noted otherwise: Minimum 28 day compressive strength: All Concrete: 3000 PSI Maximum water - cement ratio, Specified strength 3000 PSI 4000 PSI by weight: Non - air - entrained .58 .44 Substitution of other materials requires approval of the Air - entrained .46 .35 Use Type I cement unless noted otherwise. Use Type I -A cement where air entrainment is required. Slump shall be 4 inches plus or minus 1 inch. Water - reducing admixtures conforming to ASTM C 494 may be incorporated in the concrete design mixes and be used in• strict accordance with the manufacturer's recommendations, subject to Engineer's approval. An air - entraining agent conforming to ASTM C 260 shall be used in all concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. One percent maximum calcium chloride or other water - soluble chloride ion admixtures conforming to ASTM D 98 may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 494 Type C or E. 7 Engineer. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. For each class of concrete where testing is required, the special inspector shall take not less than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. During periods of cold weather, batching, placing, and curing of concrete shall conform to ACI 306R. Do not place concrete on frozen subgrade or in contact with forms, reinforcing, or embeds that are less than 35F. During periods of hot weather, batching, placing, and curing of concrete shall conform to ACI 305R. Anchor bolts, dowels, .and other embedded items shall be securely tied in position prior to concrete placement.. Do not add water at site. Maximum drop during placement is three feet. Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 05120 STRUCTURAL STEEL DIVISION 5 - METALS Structural steel materials, fabrication and erection shall conform to UBC Chapter 22, UBC Standard 22 -1, and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless noted otherwise: Structural shapes: ASTM A 36 Bars and plates: ASTM A 36 Pipe: ASTM A 53, Grade B, Standard Weight Structural tubing /HSS: ASTM A 500, Grade B Bolts: ASTM A 307, Grade A Nuts: ASTM A 563 Flat /beveled washers: ASTM F 436 Filler metal: E70XX Substitution of other materials requires approval of the Engineer. Welding shall be performed by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. Minimum fillet weld size shall be 3/16" unless noted otherwise. Field welds shall have special inspection per UBC section 1701.5. AciEPORT i 2 5 ntlIl AUG 2 3 2000 !:Li CONS,TAKIVN TESTING LABORATORIES, INC. ISSUED WEA LIGHT RAIN - 59 ° F @ 06:30 HR. INsPECTOR E.GANN/fmd weird 1 Plata Tunpd• nammin 1 mop Rand. nRonnn 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 18000 — 338 Andover Park West, Tukwila DATE OF INSPECTIOPI: •:',.r:::,•.BLEICCPERMITPICi:: CONTRACT P10.: JOR P10.: Client PROJECT P10.: 7Af : I arrived on the jobsite to perform special inspection and field testing for today's scheduled reinforcement steel placement inspection. Inspection performed as follows: Inspection of reinforcement steel placement performed throughout the south wall of building # 734 and found to be grade 420, clean, properly placed and lap spliced to conform to the approved jobsite plans. PAGE: 1 of 1 Aug.48,2QQ0 T-1672 REEWED .4: DMSmIth CONSTRUCTION,TEST LABORATORIES, INC. ISSUED WEATHER CLEAR - 74 °F 12:00 HR. E.GANN/fmd Wnrrf / natty Tunnel. nAnginntnnt• R.nd muninn - `\REPORT AUG 2 5 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 • Segale Business Park DATE e RmPEITCNoTION: elo D2000-258 BUILDING # 734 CONTRACT NO.: NO No 18000 — 338 Andover Park West, Tukwila JOB CON:rRACT°k, Client RE740 POR_ T 03 PROJECT —1672 I arrived on the jobsite to perform special inspection and field testing for today's scheduled reinforced concrete placement. Inspection and testing performed as follows: The contractor placed approximately 6 yards of (7.0 sack mix, 5000 psi, Mix #5950-A) con- crete for the south wall placements. Prior to concrete placement, inspection of reinforcement steel (rebar) was performed and found to be grade 420, clean, properly placed and lap spliced to conform to the approved jobsite plans. Contractor placed concrete at slump of 5-1/2" throughout today's concrete placement. I cast 1 set of 3 each 6"x12" concrete cylinder test specimens for compressive strength tests representing today's concrete placement. See today's concrete tests report (to follow) for results. REVWWED PAGE: 1 of 1 N/A 734 rw r .tivai •v.::erw ., 9w:..4.-.nxaa •ar.X.: +.:4'10( 2er...J04111 iJV7i0:{a10iltMlY OSIVI vwowtIIM INSPECTOR CLEAR- 65 °F @ 10:00 HR. E.GANN /fmd ?PORT AUG 3 0 2000 SSUED CONSTRUCTION TOTING LABORATORIES, INC 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 18000 — 338 Andover Park West, Tukwila Weird ' tw Tvnwi• ARI9RIAA I n*1w Rand. ARI9RIAA EWER I arrived on the jobsite to perform special inspection and field testing for today's scheduled bolt epoxy placement inspection. Inspection and testing performed as follows: The contractor drilled forty holes at a depth of approximately 5" for 5/8" bolts. The holes have been cleaned, using a brush and compressed air, then "HILTI HY -150" epoxy was used and the bolts set. All methods and materials used conformed to the approved jobsite plans. OMSmkt !JCRoas w W A _ N� fn W 0 LL; W } o . u- co a zF w > o vj IW W 0 z 0 a• a °i . r 4 t t! , s fn ux S; 'it IE D PI t PE G ' IOt REP0iR +b q 14 ., ''''74 . � 4'5 ; ,, ,,...:,A-‘, y k � M PAGE: 1 of 1 ' Seale Business Park 00 a g DATE OFINSPECTION ::; P CLIENT .' D2000 25 ?' BEO PERMIT NO •� :' � ` BUILDING # 734 R�E PO NO ', CO NTRACT No N/A 18000 — 338 Andover Park West, Tukwila Jae yo 734 ADDRESS ` REPO NO. 07 Client T -1672 CONTRACTOR:, PROJECT NO .,- Vi i, , r„-. i x { - ,,,,,,,I, 1 1) i . Lt .... l ` t... '' ■Y 1. Z A i I t ?.'e ,f ■ I arrived on the jobsite to perform special inspection and field testing for today's scheduled concrete placement. Inspection and testing performed as follows: The contractor placed approximately 29 yards of (fc' 3000 psi at 28 days, Mix # 5950A, 5.9 sack cement ratio, plus 110 lbs. Flyash) concrete for slab on grade for loading dock at the south end of building. Prior to concrete placement, inspection of reinforcement steel was performed and found to be in accordance with the project approved plans, except for the following deficiency: • Missing two # 6 bars for the edge of loading dock. They placed them prior to place- ment of concrete. Contractor placed concrete as follows: TRUCK # TIME AIR TEMP. CONC. TEMP. SLUMP 361 07:10 53 ° F 64 ° F 5 - /2" I checked consistency of concrete and cast 1 set of 3 each 6 "x12" concrete cylinder test specimens for compressive strength tests, representing today's concrete placement. See today's concrete tests report (to follow) for results. Concrete specimens cast today was stored in an insulated curing box for proper initial curing at the jobsite. CLOUDY - 53 ° F @ 07:00 HR. R EVIEWED. ` . l WEAT INSPECTOR S.HONG /fmd _,{4 SY' DMSmrih / JCR0ss RFpORT SEP 1 9 2000 CONSTRUCTION TESTING LABORATORIES, I IWUE Ward /Data Tvnad: 09/15100 / Data Rand 0911512000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 rcrmr.•. +r. ; vx !! ar't ° N i? Ed X! /04 DEC -11 -00 MON 03:47 PM- . }TL.INC CONSTRUCTION TESTING LABORATORIES, INC. 12 -11 -00 Segale Business Park P.O. Box 88028 Tukwila, WA 98138 -2028 Attn: Frank Swanson Ref Building 734 Final Special Inspection Report Permit #� D20 Dear Mr. Swanson: Construction Testing Labs provided special inspection & testing services for the above referenced project from 8 -15 -00 through 9- 15 -00. We specifically provided inspection & testing of reinforced concrete & epoxied dowels. The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform Building Code. If we may be of further service, please call. Sincerely s Cc: Mailing List ck Ross, President 206 5980928 P.02 1201 East 0 Street, Suites 101, Tacoma, WA 98421 Telephone (253) 383.8778 Facsimile (253) 383.2231 RECEIVED CITY OF TUKWILA DEC 2 2 2000 PERMIT CENTER COPJTRACTOR AUG 2 8 2000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED BS DDRESS:, - • Client REMARKS: Ni ''• PICAECURar W E.GANN/fmd • GANN/fmd REPORT c -ttt 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 BLDG: PERMIT NO.:. P.O. NO.: - 338 Andover Park West, Tukwila CONTRACT NO.: 18000 JOB NO.: ORA DATE PICKED UP: DATE SPEC. CAST: AU g. 22, 2000,,,. • •••••:. REPORT NO.: PROJECT NO.:: PREO FOR1 6"x12" concrete cylinder Sa mples arnPles amplei arnples , . Samples S amples Word / Date Typed: 08/25/00 / Date Recd: 08/25/00 734 04 T-1672 CONSTRUCTION TESTING .LABORATORIES, INC. ISSUED Wnrd l nat. Tunnel. MI95100 I nat. Rannrt Rand. ..REPORT SEP' 0 . 1 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 � CII 1r ; �' SEGALE BUSINESS PARK ,:<Dateof lnspe ' -:.. Aug. 22, 2000 D2000 258 , V T N ar ` Buildi . if. No ;Contract No z;Prolet.t i . BUILDING 734 � N/A , x Job No ' p Re p o rt N o - R .ProjecLNo � NIA sx stte, 18000 338th Andover Park Way, Tukwila 734 E ter j{ t 03 1'�, 11 iJR Cc ifracter:~ Segale Construction T -1672 bs. ';f Satisfactory �:Reba -� Ford Y l nc Y ' at s ed , a. nspeci placement. t Satisfactory Retnarks� See field inspection report for information on forms and reinforcement steel r ' 'of Placem 441od'of Consohdatlon C o n cr�e � S pper'< "C :ocatio i;ofnPiacement: ' 1 Pump Truck Vibration : -No 5 ,0Yards laced 6 yd s Stoneway ;° Wall replacement sections at the South end of the building '' t on ampfed Eastern most wall replacement section TA J r} MIX # 5950A 3 1r 5C E M E N TS r MORTAR u .SIZE ' �fi 4 ' SA CK � 7 : ,:TYPE.;; ; i;: I & II 4 �� ` TYPE:' NIA `AGG . 518" `'.SLUMP 5.112" i'AIR % NIA A�mist A N/A ... Amot af.'f`' N/A Co ' n c r ete;Tmp„ a1 Spe ` 73 F ' AIrt la 77 F . Weather = Clear Truck #p. 300 3 Ti 12:15 hr. =.Tick 159709 DE SIGN:STRENGTkt'REQUIRED = 5000 " },CYL :NG. ' : " AB. NO. ' - " ',fir DATE TESTED . ` ._ AGE: . :: AREA` . ,.' ' ' M ' .DIMENSIONS. : „ ` . ; PSI I ? ,... 1A 0 -3996 8.29.00 7 28.274 in 6" x 12" 4540 1B 0 -3997 9-19-00 28 " 1C 0 -3998 9-19-00 28 tROfl ticks f; NIA n, , v t��J �k , ; K a i, j r,se tl,,` i '• RI L.. Spe Recd In Lab: Aug. 23, 2000 `. E.GANN /cg <.7ry� E : �i : ry . ':BY .';1; ' n '.:: ;DMSmlth I JCRoes: CONSTRUCTION TESTING .LABORATORIES, INC. ISSUED Wnrd l nat. Tunnel. MI95100 I nat. Rannrt Rand. ..REPORT SEP' 0 . 1 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 -,'f.Folytv,Ins • 1.,, Satisfactory '..t:.` ' ar,Inspect .7. Satisfactory . , ........,,- - Sratg See field inspection report for information on forms and reinforcement steel placement. Method • bient ',...0t,Plamr444; iifieongOl' ii,-.. -,-. -,f. ..;:a..: ' •.,.:.:., - .....: . , r, , , . -,,,,, - - ,, Pump Truck . . . J7=NiiitifY.4 (s)Plabed - 6 yd (s). i' ''. ,'' Vibration , ... . ,,,, 4 Stoneway - i Wall replacement sections at the South end of the building , Eastern most wall replacement section ' ,- ri.. MIX # 5950A ,,. 4 ''' .■ 4 ..'.'"%, ' . V i ; C .1 1W;NA EN r, , ,,,,,,-. ,,r.,,.., ft4 SIZE ,,.i.. CE ,,,, ...., - rit 't SACK '.' 7 ,104t,ITYPei-,,vpiii 1611 ,,, > . NIA i,ft?:•‘•A sir ',:t: PJ. 5-112" YAIR•%:. • NIA ..,6; ,t - P.., ...t...., , ... U gi N/A _ „ Arnount: :',; N/A ttsie . 4 ' 'it. - ' - ' ,. . _ - vgi 73 itAiitTem ,,, 77 ° F N-!Weitherv Clear . Tru 300 .7...:-.--. .'•gicket4P 159709 :N , ,. ,., . et .7.- ., 3 e. ' -, -- ti 12:15 hr. my am , - ,,-,:.. ...A DES SIRENGTHREQUIR ., 5000 aCritio:i iv '-,'-' ;fa g'-;,:BDATE:TESTEEVVi' '..; .. 1A 0-3996 8-29-00 7 28.274 in 6" x 12 4540 1B 0-3997 9-19-00 28 5660 1 C 0-3998 9-19-00 28 5730 CQN FIJRM V infaikS0 N/A tzlpki, -, ---.=:';., ..... , ,ir• :••,.. ; .,;-'".,'. , ' •*;}- nien01 lit ....'..'; Aug. 23, 2000 9: ns .,,i E.GANN/cg 't , . , ', - .7..■:' , .. ‘,.-,:•-.,,, .7M0 ':';',: DMSmIth i JCRoss fl NiNSPECnONVESTMEROREAW4CONCRIETEAASaige WAr of 1 Clln SEGALE BUSINESS PARK ame 4:44 BUILDING 734 REPORT REPORT SEP 2 0 2000 SEP 0 1 2000 CONSTRUCTION TESTING LABOINTig INC. ISSUED 1 18000 338th Andover Park Way, Tukwila tor Seaa Construction Ward I Mho Tuna& ARI9FJ1111 I rata Ronnr. Roe& 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 Date ofilns Aug. 22,:2000.. - D2000258 'gx-I', N/A NIA 734 03 T•1672 REPORT AUG 3 1 ) %fpCti ISSUED CONSTRUCTION TESTING /LABORATORIES, INC. 18000 — 338 Andover Park West, Tukwila FA I arrived on the jobsite to perform special inspection and field testing for today's scheduled epoxy bolt placement inspection. Inspection and testing performed as follows: The contractor drilled thirty -two holes for the south wall columns. The holes are all 5" deep and have been cleaned using a brush and compressed air. "HILTI HY -150" epoxy has been injected into the holes and 5/8" diameter bolts have been set. All methods and materials used conformed to the approved jobsite plans. CLOUDY - 65 °F @ 10:00 HR. INSPECTOR; E.GANN /fmd Wnrri / Moto Tvnwtl• Mann n I nabs Rand. f1Rnmmn 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 REVIEWED., ` D•SmitA /.ICRoss f..1e,.t:.4 ..w aJ;L. L..r,isl,.ssl.k).r: ASS:- :tbs'�:id•.,i:u.'I.�iy:i:r..us ;iliv.u,n „,;:,••eyeNcrs-ia,P1A Er7 ''''''''' DATE TESTED , ..1 ,, ;AGE: SIO SIP. iDIM ENN '.4q::' PSI- : • • 2A 0-4211 9-21.00 7 28.274 in 6” x 12" 4 700 2B 0-4212 104 2•00 28 " " 6280 2C 0-4213 104240 28 . . 6470 • , CONFORMS .-,Reni NIA 1: &REyIEWED Of* AI. , Iii$1.:4).., 44X1wel.k.-:' 15 2000 :air' it:',3 Se pt. en , ... S.HONGIcg ,• .„,. MSmith I JCRoss *SPALMONVESTMEROMORWONOR 40tMlifietiN SEGALE BUSINESS PARK 1f 00 BUILDING # 734 "TqAdifrese • _ -: o Client REPORT r"-SPORT OCT 13 2000 R EC E N SEP 2 5 2000 ISSUED CONSTRUglq11 TSTING LABORATORIES, INC 17t COMMUNITY DEVELOPIVINT 405 yes. 77111Sfr§ite field inspection report for information on forms and reinforcement steel placement. tethodotPIacment f :•••• ' Pump 4 :M�tii�f . so1 .1 Vibration '73;zi,77•477.,-3 7- 7A..- MciettSUP ••41 Stoneway IndatiOntelicernintrA Slab on grade at the South end of the building for loading larkpteitki At the West section # 5950A TCEMENTii i v••••3:,r , :z Flyash WRDA 64 ADVA Ngfl p;Ct OF Afr e 3 " 53 ° F 7:10 hr. wnrri I nat. Tvnael• Million I flat. Raney. PAM' . . • 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 3 Ty,r4,/,:sw.1 ''.',41......, ..•••,,,,, ' :.At, V.51.Phii .A.• ',it". • . •■■■ ' 11, la v-h ..• A e.. pmpisp - • “•--;.- '. ' ily,, 41;4 i: 1. ""SCeilter 18000 338th Andover Park West, Tukwila .Ar747 • ■;Vf - xr, N�'ofYai 26.4 oz/cu yd 13.2 oz / cu yd oxerav Sept. 14, 2000 — BiIding Permit No BLD20007258' N/A NIA 734 07 T-1672 '%1 Yes. OW Cloudy e ck�t 163533 E SLGN ST RENGTH :REQUIRE 29 yd (s). 361 i ti D E SIGNFSTRENG T itRKPIREO 5 3000 psi aitYLINCta ` t: 41 ABA Nary t zV i ` t'. A ....0',, DIMENSIONS ,,, V. ,'...,.:PSI- -.. ; . ` I 2A 0- 4211 9 -21.00 7 28.274 in 6" x 12" 4700 2B 0-4212 10.12.00 28 2C 0-4213 10-12-00 28 • CONFORMS QQ '�' wnatsM NIA � °r k��t � ry� _ y I :s:.$peci men(s),Recdln dab• Sept. 15, 2000 ,Inspector S.HONG/cg , , t� ,,.,,, ,:.DMSmith I JCRoss PIPORT SEP 2 5 2000 CONSTRUCTION TESTING LABORATORIES, INC§SUED ° E lownEsTt ,l E41.,, REEEAK s tTlftr'��i , a- MOM* s i..?: . 41 SEGALE BUSINESS PARK Sept. 14, 2000 w »B�iifd�rlg?Pertl�it Naa ILD2000458 BUILDING # 734 ntr"acE No r � N/A fL� t11to7 xr NIA 18000 338th Andover Park West, Tukwila 734 Fortrri 46t := Yes. .R bba� :famed , :, Yes. 8rrlark ' See field inspection report for information on forms and reinforcement steel placement. W \•] ,f � Y ?F �.wunwnuk k er1t�� ;_"' s olfda A'sw r� a "/�.nnr�e�ote J.: NJ n4; Vibration Ii Stoneway ' acabori;ol l :ac�ement Slab on grade at the South end of the building for loading y ' .StienpfetEV At the West section aaD Aks MIX # 5950A " r M ORTARr , ,SA - a S,9 ,j RE .,fir 1 �,r r r : 'PE.a: NIA , ► , v, . Flyash ash i ce y WRDA 64 ADVA u Pump f 64 F j yAl e r t 3 !v� !n1@ S amp 1 53 0 F i Wea 7:10 hr. Ic tie f• Wnrrl t rlab Tvna& AAN RIQA I rata Rannrt Mut era 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 No ofil Cloudy 163533 • tY�YY � i i 718" ' "�moint� 110 lbs / cu yd 26.4 oz /cu yd 13.2 oz /cu yd Is 07 nz T•1672 5.112" 29 yd (s). > ;,AIR.9� 361 NIA .,.. ; .„ ,,,,,,n ostr evo , , ,, m• WSigrov,c,prr., »> wr '+t ?8✓.`5^POr r. r tT n 5ze,, , . U O ': w O ; 2 ga v l z ~~ Z� U O N. O F WW H — U. o w z CO O z -- ,REPORT SEP 2 5 2000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED RECEIVED 18000 - 338 Andover Park West, Tukwila REMARKS:i"; SEP 272000. COMMUNITY DEVELOPMENT S am . - Samok 3 . ; Each 6 "x12" concrete cylinder PICKED UP.iBY :: >. S.HONG /fmd 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 Word / Date Typed: 09/22/00 / Date Recd: 09/18/2000 MSmitb I JCRoss 4 ACTIVITY NUMBER: D2000 -258 DATE: 8 - 2 - 2000 PROJECT NAME: SEGALE BUSINESS PK BLDG. #734 SITE ADDRESS: 18338 ANDOVER PK W XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: AR Bug Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTIN : Please Route Structural Review Required • REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete n Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved TRROUIIDOC srrl Approved with Conditions To- Fire Prevention ig Planning Division -cam Structural n Permit Coordinator pi REVIEWER'S INITIALS: DUE DATE: 8- 8-2000 Not Applicable n No further Review Required DATE: DUE DATE 9-5 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Asseestearamissesetwomensmo City of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -258 (510) August 10, 2000 Re: Segale Business Park Building #734 - 1$338 Andover Park West Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575 -4404 • Fax: 206 -575 -4439 Yours truly, City of Tukwila Page number 2 The Tukwila Fire Prevention Bureau cc: TFD file ncd Fire Department Thomas P. Keefe, Fire Chief Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 F625- 052.000 (8/97) F625.052•000 (8/97) — DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE ' CCO1 LAPIAL *008J8 04/01/2001, EFFECTIVE DATE ' 04/28/2000 LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL REGIST. # EXP. DATE CCO1 EFFECTIVEpDATE 04/28/ LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold it SEGALE PARK DRIVE C (8.00') 15.00 (225.02') (92.00') BUILDING 734 F.F. 27.20 21,680 S.F. (100.00') 55.25 CO ■ co c\2 c\1 nEBCRiP 30.7: utilidea. NTS I 0 I0)0 - 4 0 M1111111111 -�� ► _r.��.r - ��. �: SITE C VICINITY MAP • aNC , •;7E . AARE51UE t rc (O!OJE 0RFOP_CJ c subject to errors and omissions and ar , ova; plans does not authorize the vin atcn of any adopted code or ordinance. Re ipt of con- tractor's copy of approved plans cknowledged. B Date Permit No. 71tat portion of 3ovornment Lot S fa Section 35 T ernabip 23 NartL, Stange 4 East. WM., in icing Cranny. Washin,:.tan. described a, follows: 13 at o. momma ante at the Northeast comer o£th. Southwest quarter o£tbe Northeast quarter o£.° ,.:id Section 35; .1031.7 So 07 ° 44 36 West 956.67 that to a Point of Curve; 4benm along a ourvv to the right h . tadiva of 2500.00 tha .hn, a .central angle o£21 ° '29 22 an are dishpan. of £eat; thence South 29 ° 14 18 Wert 117.30 foot: thence South 60 ° 45 42 East 30.00 /bet to Point A cad the "17t7-1E POINT OP HEOINNINO= thence gout:.. 29 ° 14 18 West 348.00 feet; thence South 66 ° 31 27 East 262.75 then: thence North 13 ° 33 00 East 84.58 that thence North 22 ° 32 00 East 113.31 tbet to a Point of Cm thence along a oM so the right having a mains 0£560.00 that thin a mental englo of 12 ° 52 11 en pro diatreee 0£ 125.79 £meq thecae NarHh 60 ° 45 42 West 223.02 feet to the TRUE POINT OF HF.OINNING. SUSIECT TO AND INCL UDSTG m of sorn.nt for sidewalk mad trillides purposoa over the North stony 15.00 feet v'.:error. SERVING to hearer the right to. Mares* and es sa to amintain, latch. improve and SUEIECT TO AND INQ ,IDINO an easement ibr railroad purposes. Moon.. but not limited to main neck. lead :tack and emu trm Ys. ovor that portion thereof lying Southwa anerly of the Southeasterly building line produced. Reysev VINO to lessor as easement for egten0. Parlring and building setback purport., over the Northeasterly 15.00 then theteoE REVISIONS: RE kiP0 �'.Rh�r, 1 I;tR `FA�EN STATE OF WASHINGTON SEGALE BUSINESS PARK TUKWILA, WASHINGTON lasso 5 - 2000 BUILDING 734 SITE PLAN 18338 ANDOVER PARK WEST REC cm of E Tulcwlla AUG - 2 2000 PERMIT CENTEE DESIGNED BY: PROJECT NUMBER DRAWN arn G+EGO:o BYh PDA sco . 1"=20' DATE: MOM ° NUMBEt CAW fliE: LOTPLAN SAW IMTB 6/29/00 qFt- OD3- 1 D2000 - 2s$ NEW DOCK LEVELER, 3 PLACES 0 0 0 0 D 0 NORTH REVISIONS: REGISTERED 4. 41/" SEGALE BUSINESS PARK TUKWILA, WASHINGTON POO 575 BUILDING 734 FLOOR PLAN DEMME/ MI FRWEOT MMIENIt DRAWN EM GOD PIM PDA PERMIT1 CHES. BY: MWE MM MAIM DAM: 3/32"=1'-0" 6/29/00 DRAWING NUMBEW cirMIC E ,F.LA AUG - 2 2000 PER?, CENTEP. OF: NEW BUMPER NEW 3x3x1/4 ANGLE, TYP. EXIST. PANEL A PIT DETAIL NEW DOCK LEVELER, / 3 PLACES NEW SLAB #4 BARS © 18" O.C. DRILL & EPDXY DOWELS INTO EXIST PANEL 1=111-1(61 - ..11E1111E111E111E11E1 - _liElimIEEHEEIIE . ° - !1= - 111111 1,- =111E - 1 11,- SHIM AS REQ'D CUT HEAD FROM BOLT, PLUG WELD TO ANGLE, TYP. 1/2"0x6" EXP. BOLT SPACER 1/2�x4 EXP. BOLT 6x4x3/8" ANGLE EXIST. PANEL EXIST. OPENING- INFILL W/ CONCRETE, COVER WITH PLASTER AS REQUIRED NOTE: PLASTER FINISH TO MATCH EXISTING EXPOSED AGGREGATE SOUTH ELEVATION 1/4"=1 i ll:m1M11111111-11111M NEW PLASTER AT INFILL 3 " = SECTION B-B NEW DOCK SEAL, 4 PLACES CANOPY DOCK SEAL 4x6 ANGLE BUMPER SECTION A-A [ PIT-SEE DETAIL 1 /2*=1'-0" OPAWIND NUMBEE, 3695 REGISTERED HITECT AAP-40 - F B. FADDEN STATE OF WASHINGTON SEGALE BUSINESS PARK TUKWILA, WASHINGTON (206) 575 BUILDING 734 SOUTH ELEVATION AND DETAILS arTN AUG - 220D0 PERMIT CENTER DESVNED PRWECT NUMBEFD 00655 03 PDA c PERMIT3 CHECKED BY: BEDE DATE: scm AS SHOWN D"E 6/29/00 A I I , - , j I I , () „-- 1 / T ' ' ,,-„, , 1:-/::,/:./1:::1 1 /,: '::: - " :" .: :-/:: , IN - Th .: - T / NEW BUMPER NEW 3x3x1/4 ANGLE, TYP. EXIST. PANEL A PIT DETAIL NEW DOCK LEVELER, / 3 PLACES NEW SLAB #4 BARS © 18" O.C. DRILL & EPDXY DOWELS INTO EXIST PANEL 1=111-1(61 - ..11E1111E111E111E11E1 - _liElimIEEHEEIIE . ° - !1= - 111111 1,- =111E - 1 11,- SHIM AS REQ'D CUT HEAD FROM BOLT, PLUG WELD TO ANGLE, TYP. 1/2"0x6" EXP. BOLT SPACER 1/2�x4 EXP. BOLT 6x4x3/8" ANGLE EXIST. PANEL EXIST. OPENING- INFILL W/ CONCRETE, COVER WITH PLASTER AS REQUIRED NOTE: PLASTER FINISH TO MATCH EXISTING EXPOSED AGGREGATE SOUTH ELEVATION 1/4"=1 i ll:m1M11111111-11111M NEW PLASTER AT INFILL 3 " = SECTION B-B NEW DOCK SEAL, 4 PLACES CANOPY DOCK SEAL 4x6 ANGLE BUMPER SECTION A-A [ PIT-SEE DETAIL 1 /2*=1'-0" OPAWIND NUMBEE, 3695 REGISTERED HITECT AAP-40 - F B. FADDEN STATE OF WASHINGTON SEGALE BUSINESS PARK TUKWILA, WASHINGTON (206) 575 BUILDING 734 SOUTH ELEVATION AND DETAILS arTN AUG - 220D0 PERMIT CENTER DESVNED PRWECT NUMBEFD 00655 03 PDA c PERMIT3 CHECKED BY: BEDE DATE: scm AS SHOWN D"E 6/29/00