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Home My WebLink AboutPermit B96-0029 - A AMERICA - OVERHEAD DOORSCity of Tukwila 1. (206) 431 -3670 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0029 Type: B -BLDG Category: ACOM Address: 18255 SEGALE PARK DR B Location: Parcel #: 352304 -9119 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: LAPIALP055MZ Status: ISSUED Issued: 03/11/1996 Expires: 09/07/1996 Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA TENANT A AMERICA 18255 SEGALE PARK DR B,,..TUKWILA WA 98188 OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTRACTOR LA PIANTA LIMITED PARTNERSHIP 'Phone: 206 575 -2000 P.O. BOX 188050, :TUKWILA, '. WA .98138 CONTACT STEVE. NELSON Phone: 575 -2000 PO BOX 88050, TUKWILA WA 98188 **• k************** v****** k************.********** *•k * * * * * * * * * * * *k *k * * * *•k * * * *k ** Permit Description: ADDITION OF 4 OVERHEAD DOORS. SETBACKS Units: 001 .. Front: .0 Back ;. Buildings: 001 Left: .0 Right: Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 8,7.85.00 Total Permit Fee: 251.59 ******************************************** * * * ** *k* * * * *k* ** * * **;k ** *** ** ** Permit Center Authorized Signature Date I hereby:certify that I have read and examined this permit and know the same to be. true and correct. All provisions of law and ordinances governing:this" work "will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the_provisions of any other state or local laws regulating construction.or.,th'e performance of work. I am authorized to sign for and obtain this Ja i ding per i Date: 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. DEPARTMENT .:. . DATE IN ; : ..... DATE: APPROVED R E Q U IREMEN T S l COMMENTS ( BUILDING - initial review 1 -'3o . 1..v.. 0 %4 R, (ROUTED) CONSULTANT: Date Sent - Date Approved - 2nd NOTIFICATION iFIRE '_9 I-1 ` 4 �t+1JFIRE PROTECTION: `4Q Sprinklers (Detectors N/A Z.I R . INSPECTOR: 51 . , FIRE DEPT. LETTER DATED: INIT: - )'`z r:LP- CANNING r, , .�((✓ '7-1 J.- 4l ZONING: BAR/LAND USE CONDITIONS? UYes (LNo REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- OPUBLIC WORKS Pt ,j S UTILITY PERMITS REQUIRED? (J Yes ( ) No PUBLIC WORKS LETTER DATED: INIT: 0 OTHER INIT: ,BUILDING - final review �/7 q TYPE O/ — OF CONSTRUCTION: i�/ ' " CERT. OF OCCUPANCY? Yes XNo UBC EDITION 191 (year): INIT: �,� U:+ BUILDING OFFICIAL /11610 5 - 7 INIT: AMOUNT OWING: CONTACTED ` (M 1_ 1 1 DATE NOTIFIED (] BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER P (o 0021 CITY OF TUKWIIii Department of C munity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME A A M a - \ cA SITE ADDRESS 1 2�� S 1-. PAp.►L b �- 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. REVIEW COMPLETED 01/08/93 SITE ADDRESS SUITE # / (frc's 5 e , /y /.e 190-d‘ ar U e ''ls'" VALUE OF CONSTRUCTION - $ 7 , Qo PROJECT NAME/TENANT !1" /i 11 \ ci OU -e. \r l- n c - d DC X Ve S ASSESSOR ACCOUNT # 3c5 5 //_ (commercial) Li Demolition (building) 0 Other: TYPE OF U New Building Li Addition (K) Tenant Improvemen WORK: O Rack Storage O Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: // /gcld 4 G 0,'- -c kecc. i c /cOzG ZIP ! R 13e BUILDING USE (office, warehouse, etc.) CUM 0•4 s NATURE OF BUSINESS: Ft, Yy? 1 . �. v . -e WILL THERE BE A CHANGE IN USE? 21 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building:9 - Tenant Space: Area of Construction: ,RI-C) WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER )_- , (). t-r i ev e PHONE ..� S_ 0 600 ADDRESS C.), do. OS-C3 PRINT NAM - 1 ic Nii_Q. - --)'-, PHONE S S 2_ 0 ZIP ! R 13e CONTRACTOR G �,� (91• 4- t n tV r , 9 . 1, . , PHONE 5 Zcoo ADDRESS cZ G OX a ZIP 5.- 1 3 S- WA. ST. CONTRACTOR'S LICENSE # L t .,I,,p a - 4 4 4 h 2 EXP. DATE ,... 9 .6 ARCHITECT PHONE ADDRESS ZIP HEREBY CERTIFY THAT. I : HAVE :READ A EXAMINED > THISAPPLICAT ION AND KNOW THE SAM TO. ::BE TRUE :AND :CORRECT; AND. 1'AM :AUTHORIZED:TO APPLY.FOR :THIS .PERMIT:: BUILDING OWNER OR AUTHORIZED AGENT SIG TU E �.�� DATE 1-50-9(P PRINT NAM - 1 ic Nii_Q. - --)'-, PHONE S S 2_ 0 ADDRESS Pct 8 8 QcySZ CITY/ZIP j aCt.c., I CONTACT PERSON '---1-F 1 r { - _ 1�, r- L 1� PHONE 575 z 0 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED BUILDft3 PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE . BUILDING SURCHARGE OTHER: TOTAL - AMOUNT 2k5(:69 RCPT # I DATE 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 of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 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 pertrapexelopment Building Division at 431 -3670. JAN Q 19Cf DATE APPLICATION EXPIRES 3 101= COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS . Completed building permit application for each structure ) - Assessor Account Number Two sets (2) of the following Specifications Structural calculations stamped by a Washington State licensed engineer • Soils report "stamped by a •Washington. State licensed engineer Topographical survey Energy: calculations stamped by a Washington State licensed �' engineer or: architect I f Legal description n Working drawings stamped by a Washington State licensed rc architect; which include ri Six (6) sets of civil drawings— NOTE: See utility permit application and checklist for specific utility submittal requirements RACK STORAGE n Completed building permit application Assessor Account. Number Two (2) sets of plans, which include. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan: Structural calculations stamped by a Washington State licensed engineer (rack storage 8'. and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) J Legal description • Site plan • Architectural drawings •Structural drawings • :Mechanical drawings ▪ Elevations • Civil drawings: • Landscape plan Completed utility permit application (one for entire project Building floor plan showing j Washington State. Energy Code data:. SUMVIITTAL CHECKLIST • Entire space where racks will be located �..: • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and :. Assessor Account. Number Two sets (2) of working drawings;. which include • Site plan - --► (On plan, show closest hydrant location. • Foundation lan Include access to building', P nB.: showing • Floor plan width and length of Access.): ;: • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans Completed utility permit application Six (6) sets of site plans showing utilities NOTE: .''Building site plan and utility site plan May be combined: See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may required if unique' • site. conditions: • COMMERCIAL. TENANT. IMPROVEMENTS Assessor Account Number • •Two (2) sets of construction plans, which include : Site plan • Cross sections showing wall construction and method of • attachment for floor and ceiling. Structural calculations stamped by a :Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE II any utility. work Is to be done, submit separate utility permit application and plans. REROOF Completed building permit application (one for each structure) Assessor Account Number • f Narrative describing existing roof, material being removed, and • Location ot.tenant space Existing and proposed parking • Landscape plan (if applicable, i.e., change of use Overall building plan. •:Tenant location Use of adjacent (common wall) tenant ;. Overall dimensions of building or square footage Floor plan of proposed tenant space Tenant space plen use of.each:room labelled Exit doors, egress patterns • New walls; existing wall, and walls to be demolished. Construction details material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Site`Plan(showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment ':• Structural calculations stamped by a Washington State licensed engineer may be required RESIDENTIAL REMODELS Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan.: • Floor *Roof plan • Building elevations (all views) •.Building cross - section :1•Structural framing plans : • NOTE: If any utility work is to be done provide utility permit application and plans must be submitted;' REROOFS : • Completed building permit application (one:for each:struc • Assessor Account Number.: 11 Completed building permit application (one for each structure) Narrative describing existing roof,'matenal being removed, and material being installed NOTE: A letter is required prior . to final Inspection and sign off of the permit. CITY OF TUKWILA Address: 18255 SEGALE PARK DR 8 Permit No: 896-0029 Suite: Tenant: A AMERICA Status: ISSUED Type: 8-8LOG Applied: 01/30/1996 Parcel #: 352304-9119 Issued: 03/11/1996 **41****A*********k***kA Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and_the Division. 2. All permits, reco1., and plans shall be available at site pricu to the any con- struction. Thetted6Cumentsare to be maintained and avail- able until final>inspect10nAapprOVal is granted:. • 3. All :tructug'aT tie'doneby:W.:.A.8.0. 'certified welders an*ipecAiYinspectedUBc SeO 4 When speOal finspctionjs regilired either the architeWorengtneerhalOt/ify the T6kwila.!Uilding:'. DivisiAn'ofa0RointMent of,theYlnspection agencies priorto the flit ,,building' inspeOion. Copies of allspectal_ , • -,- inspection ,:yeports shall be subOtted to the Building DivtOon:in,,a timely:Manner—Reports shall contaiti•,addre, , proleotnaMe, iermitT,humber•/and type of inspectidn being peffOrMed.. 5. Th'especiii inspectOf spbmita signed r,epOrt, stating whether /the w60: special inspection to)the_beit of-, nowledge, in conformance with approved plans ancispecificatiOns and the applicable , workmanthip 'OroVAsionsofthe IJBC 6. All,conti. with apProved, plans and 1 Al 'then,tfili d ng Code (1994 , EdiOcinaS. amended, Uniform Mechanical Cdde. (1994 Edition. andWashin§ton-,State Energy Code • 7. Vali4ity6f:Permit. The issuanoe 'Of a permit or apPrOval:of plarispetifioations, and comOiltations - hall not he cOrH, strued:to he a permit for, oran approval et any violatiOn of anY'...Of theprovisions of thebuilding'Code c u any other 06:iinance theAurisdiction. No to aive authOOty violate or pence) the - provisions 0f :t)is code shaTiAie valid. Account Code •000,'322.100 000/345.830 000/386.904 1^ , :17 , 1f4 ... f GENERA 251.59 TOTAL 251.59 w T P. Ft P� $ M I 1 CHECK 251.59 A A *•.kk*•A:1A * *A*A* *A *•k1 *A* **A•kA * **:20*AhA+r•.A?r•A CHANGE 0.00 9600:3548 Amount: 251.59 01 /3 /(.1 1)11965 123 2114A000 15 :50 *lr#k **** *:t• *Ak * ?:: tit•' c:+ r##*A ir* A• k :i•:4k•k ***1:tik�rt # .A*h **t **.k**A•kk 'C'ITY OF TUKWIL.A, •h **NA ** * *•.A *•A *A *:A TRANSMIT Number: Payment Method: CHECK Notation: SEG1I.E R•US. PARK Init: SMC Permit No: B96-0O29 • lvpe: t3-f1Li)6 BUILDING PERMIT Parcel No: 352304 -9119 Site Address: 18255 SEGAI.E PARK DR f3 'total Fec : 251.59 This Payment 251.59 Total ALL Pmts: 251.59 Balance: .00 A *A •AA*A • Ad:* iA* AA* A.***** *AA• *A*A4 *AkAAA•A*AAAA *A•A* *A** *A.AA*•.tA *'. %* k* Description / Amount BUILDING -- NONRES 149 „75 PLAN CHECK •- NONRES 97.34 STATE. BUILDING SURCHARGE 4.50 Project: n ^ YV. r l CO. Type of inspectio . ("', „� L i Address: 1%355 gad P � Date called: _c_ 6 1 (0 V I Special instructions: '�r Ns_ 5 COA\ v.. F r&t- 3 (0n - O (0C O w "l Date wanted: 5 ,.. q _ q a m : "1 � Requester: 5w Phone No.: s - s _ OMB „ •^"7'' SYS INSPECTION RECORD Retain a copy with permit INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: 1 v I Receipt No.: Date: Date: Corrections required prior to approval. $4 ! REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...i " 1 ' • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department Project Name Akti-e,v; Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM X Retain current inspection schedule )( Approved without correction notice Approved with correction notice issued Address 6il/e hg FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. R96 -\1/ Suite # Authorized Signature Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax (206) 5754439 CONSTRUCTION TESTING LABORATORIES, INC. May 10th, 1996 ATTN: STEVE SEGALE BUSINESS PARK P.O. Box 88050 Tukwila, WA 98188 Dear Steve: Sip.cerely Yours, h4 Dennis M. Smith Manager REF.: "A" AMERICA, PERM #B96 -0029 - FINAL INSPECTION R Please accept this letter as our final inspection report for the above project. If you have any questions, or if we maybe of further service, please call. cc: City of Tukwila Building Dept. ATTN: Dave Larson FILE 10111 South Tacoma Way, Suite D -7, Tacoma, WA 98499 Telephone (206) 588 -0805 Facsimile (206) 588 -0928 Our firm provided special inspection and field testing services for visual welding inspection, as per enclosed report. The specific work for which we provided special inspection and field testing services for was, to the best of our knowledge, in accordance with the project plans and the UBC. RECEIVED MAY :l 3 1996 COMMUNITY DEVELOPMENT NORTHWEST z SEGALE BUSINESS PARK TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS FOR NEW PANEL OPENINGS January 26, 1996 ENW Job No. 1771005 CODE: 1994 UBC WIND: 80 MPH, EXPOSURE C SEISMIC ZONE: 3 CONTENTS: Panel Opening Reinforcing 1 - 3 RECEIVED CITY OF TUKWILA JAN 3 0 1996 x ~ '~' EXPIRES 11/ - - 12/ --_ _ 1 R ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N E. SEATTLE, WA 98115 12061 525-7560 FAX (2061 522.6698 PERMIT CENTER INC_ t.JC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. 1771005 JOB NAME /'e4aTtcr 771 DATE / /y SUBJECT Old It OPEN //.ICs ,vO rE /3 (o I 2" laIWO cove Ris g s - c G /o r( )° = Cr C TS tr/?ONCIACk c(NrE/2 r /ER : /Z. GJ= tf / r.r) 26 2. P = d,/ Y (Zr )/ SEE PA bE 2 r5YXYx% txrc /.06 ((,z ) /6.Y = Z( elf /0.5 k � ,f✓ = /0,5 (a) Y.3 2. a.a (VC) TRY rJ S xs x i' S = 9. /( 1h2 r. 22.g /h" SHEET I OF 3 BY T. L.. PC P/Wecf Nor PAnr of YfrtrA, coNJ/o(R our -aF - PLAIN/ 4 oNLY, W /Y x30 co . a ZS uc- T� rn sx 4 =6%.. �— .( _ ti .,- EK/JT COWNFCT /ON ro WF coL c , 8 /2. . ELEV, 0,z6 ((a) / , - Y.(cP k ' ) J; = Y.c /z) - /.Pr i. Ts Yxv r BB 0.6‘ (ye) f= Y. // Ts GUST CO 000R. Henn; C= 2S' W = Z( 03) : /37 (dr Q , S /37 y. /37 _ /.8 2. = L < L ok we TJ rk rx i/ 3SY II i nee (22.8) /6s /so "w r i u �n..... v...wrt+ he; .n"w.3. s. w. W aw.. ru.............. «.......... JOB NO: ! 77/0OS W� WZ 1 W3 W4 u = 172.5 V= 1121.25 C = 690 T = 1293.75 M = 2587.5 INPUT TS MOMENT OF INERTIA= 3.6755 I DEFL. = I JOB NAME: Pro,\Ec.T 77 SHEET 2 OF A H 13 h 10 wind load = 15.00 wi = 0 seismic = 15 w 3.5 y '= 1 w 3.0 r 2 w 8.5 y 2 = 0 w5 ft = 0 lateral design load = 15 H/150 = 1.04 S R IN "3 = 0.7690 M EXIST = 3644.063 1.040 i R IN "4 = . 3.68 NI ISOLATE= 2587.5 F . C PSI = ALLOWABLE DEFLECTION= 1.04 PANEL WITH STRONG BACK IS OK 3000 HILTI KWIK BOLT -2 ICBO 4627 MAX T = 1293.75 TABS BASE VERT 1.5" CLEAR PLATE wrowsPECna+ BOLTS GAGA TO EDGE wro INSPECTION BOLTS DIA. F'C EMBED TALL REQ'D P I4c " VALL REQ'D 1/2 3 21/4 615 2.10 6 1/5 1840 1.00 1/2 3 31/2 1000 1.29 6 1/5 1840 1.00 1/2 3 6 1080 1.20 6 1/5 1840 1.00 5/8 3 2 3/4 875 1.48 7.5 1/6 2875 1.00 5/8 3 4 1335 0.97 7.5 1/3 3125 1.00 5/8 3 7 1625 0.80 7.5 1/3 3125 1.00 3/4 3 31/4 1090 1.19 9 1/6 3875 1.00 3/ 3 4 3/4 1940 0.67 9 1/3 4225 1.00 3/4 3 8 2315 0.56 9 1/3 4225 1.00 0 WLM PArefc! w/ Z veEN,,v i3E6/Viatr J ■uwc OAK/f. w/ ()PEA' NC ,' f U A peg. "HEFT 3/2. Prepared by H. DAVID JETER 11/13/95 Page 1 ENGINEERS - NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Eheet 3 of 6869 Noodlawn Ave NE 1989 SEGALE 771 Seattle,Washington 98115 03:07:53 06 -21 -1989 8X10 TRUCK DOOR po 100 JAMB DATA height (ft) width (inl thickness (in) add thickness (in) K factor parapet ht (ft) 13.00 30.00 5.50 0.00 0.80 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 0.00 0.00 OPENINGS LEFT width (4t) height (ft) RIGHT width (ft) height (ft) 8.0 10.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in Ipsf)= 14.3 out (psf)= 13.1 seismic... zone 3 press (psfl: 19.3 import fact= 1.00 ledger LL(p1F)= 0 DL (pH): 50 ecc lin): 2.0 7. LL w /seismic= 0 concentrated load LL(lbs): 0 DL (Ibsl: 0 ecc (in): 0.0 7. LL w /seismic: 0 concentric load LL(plf): 0 DL (pif): 0 x LL w /seisaic= 0 horiz load plf (+ inward). 0 dist above floor(ft1: '0.0 REBAR DATA Vertical 3 44 d= 2.75 Horizontal min in 4 2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-kJ Phi'Mn (in -k) dell (in) Allow defl(in) Comments Top of wall 1 0.4 7.9 33.32 0.02 0.83 case ok 2 0.4 -7.1 33.32 -0.02 0.83 case o): 3 0.4 4.5 33.32 0.01 0.83 case ok 4 0.5 7.8 33.44 0.02 0.83 case ok 5 0.5 -7.0 33.44 - 0.02 0.83 case ak 6 0.5 4.6 33.44 0.01 0.83 case ok 7 0.7 0.1 33.72 0.00 0.83 case ok Botta' of wall 1 0.8 9.8 33.85 0.00 0.42 case ok 2 0.8 -9.0 33.85 -0.00 0.42 case ak 3 0.8 5.7 33.85 0.00 0.42 case ok 4 0.9 9.7 34.06 0.00 0.42 case ok 5 0.9 -8.8 34.06 - 0.00 0.42 case ok 6 0.9 5.7 34.06 0.00 0.42 case ak 7 1.2 0.0 34.53 0.00 0.42 case ak LOAD CASES 1) .901 + 1.3NL inward 2) .9DL + 1.31(1 outward 3) .901 + 1.43E0 4) 1a05DL + 1.2811 + 1.28 (4L inward 5) 1.0501 + 1.2811 + 1.28(41 outward 6) 1.05DL + 1.2811 + 1.4E0 7) 1.4DL + 1.711 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL Fire Department Review Control #B96 -0029 (512 1/2) Re: A- America - 18255 Segale Park Drive B Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief October 6, 1996 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- 4.1.3.2.1) 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) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 3. No point in a sprinklered building may be more than John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 5754404 • Fax (206) 575 -4439 C tbYl�th;C( . �r; xv. Y. GVxaww��+ e�». wro+ n +u.e:am.avU.!vw.a..[#R ".r�aR. 4.T.w'F:W�hGH9ucuM'.tV .qm unY� %#l+J�ht'at4•:+'�[�.t'sYhMYxan> e+.S+.fN+aaw+.nwa�H. Page number 2 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 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. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 57.4404 • Fax (206).75 -4439 • - .... . . : i • IIEGISTRATIONNOABER . • ". EXPIRATION !UTE ' ' • -...'; 0-1 .....r.. ; "...i os!.;tqk . 07401476: :EFFtCT 'I'VE :. nATE '07/09/9 • ,• • • . • ' . . • • •••• •• • • 1; • • , • ;, • LA PIANTA ED" PARTNERSHLP PO: BOX 'tetato TUKt4 ILA WA 98138-2050 . :•:- . . DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . . : • STATE OF WASHINGTON • • • RECEIVED CITY OF TUKWILA JAN 3 0 1996 PERMIT CENTER F625-052-000 (3-92) ATTACHMENT p1 SBP /MAS BUILDING 771 SITE AREA : 462/28. o¢ s. v LEGAL DESCRIPTION: That portion of the Southwest Quarter of the Northeast Quarter and Government Lot 5, and Government Lot 6, ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County Washington, described as follows: BEGINNING at a monument-at the Northeast corner of the said South- 'west Quarter of the Northeast Quarter; thence South 07'44'56" West, 470 feet; thence North 87 "50'09" West, 628.86 feet; thence South 14'28'47" West, 86.93 feet; thence North 75 West, 30 feet to the TRUE POINT OF BEGINNING; thence South 14.28'47" West, 51.57 feet to a point of curve; thence along a r e to the left having a radius of 1,159.89 feet through a central angle of 06 an re distance of 137.54 feet; thence South 07.41'08" West,' 206.95 feet to a point of curve; thence along a curve to the right having a radius of 1,104.55 feet through a central angle of 13'06'17" an arc distance of 252.63 feet; thence South 20.47'25" West, 784.34 feet to a point of curve; thence along a curve to the right having a radius of 50 feet through a central angle of 92 an distance of 80.88 feet; thence North 66 West, 240.80 feet; thence North 17 East, 1,424.06 feet; thence South 87'50'09" East, 230.35 feet to a point of curve; thence along a curve to the right having a radius of 40 feet through a central angle of 102 an arc distance of 71.42 feet to the TRUE POINT OF BEGINNING. RESERVING an s ent for sidewalk and utility purposes over the Northerly 15.00 feet, over r the Easterly 15.00 feet and over the Southwesterly 15.00 feet the property described above. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING a n easement for railroad purposes, and an easement for access road purposes, including, but not limited to railroad main - track, lead track and spur tracks, as well as for railroad access and storage, and as well as for other vehicle egress and ingress and truck maneuvering over r that portion thereof lying Westerly of the Westerly building line produced. RESERVING a easement for common access purposes, including ingress and egress over the following described portion thereof: BEGINNING at a monument at the Northeast corner of said Southwest Quarter of the Northeast Quarter;. thence South 07 West, West 937.93 feet; thence South 470.00 feet; thence North 87°50'09' 17 • z ruin West, 31.10 feet to the 17.0 PO/NT a OF aEpIinINo; thence continuing South 17°28'13" West, 11e feet to point of curvature on a line 10 feet Westerly. of the centerline rline of the railroad lead track; thence going in a Northeasterly direction along a curve to the right having a radius of 393.51 feet; the center of which bears South 59 East, through a central angle of 15 °24'35 " an are distance of 105.83 feet; thence North 10 °19'51" East, 27.76 feet; thence North 87 °50'09" West, 35.00 feet to the TRUE POINT OF BEGINNING. sq OD?q TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 60 foot wide strip of land surrounding and adjacent to the main building line which is described as follows:_ BEGINNING'et a monument at the Northeast corner of the Southwest Quarter • of the Northeast Quarter of said Section 35; thence South 07 West, 470.00.feet; thence North 87 West, 706.22 feet; thence:-$outh 17 West, 163.72 feet to the TRUE POINT OF BEGINNING; te'etc cent . timing South 17 West, 100.00 feet; thence North 72 West;; • 20.00 feet; thence South 17 West, 320.00 feet; thence South 72 Eest,I20.00 feet; 'thence South 17 West, 150.00 feet; thence North 72'31'47" West, 20.00 feet; thence South 17'28.13" West, 580.79 feet; thence South 72 East, 20.00 feet; thence South 17 °28'13' West, 115.00 feet; thence North 72 West, 200.10 feet; thence North 17'28'13" East, 1,165.88 feet; thence North 26.08'56" East, 101.07 feet; thence South 72 East, 184.85 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH anon eaclueive easement for degrees, egress, and utilities purposes, 60 feet in width, havin?I 30 feet on eaOh side of . the following described centerline. BEGINNING at a monument at the•Northeast cornet of. the SouthWlet Qu ter of the Northees Quarter of Section 35, Town hip 23 North, Range" 4 East, W.M., in Ring Canty, Washington; thence Soatht07'4 }'56' West, 470.00 feet; thence No th 87.50'09' West, 628.86 feet W a point hereinafter designated Poin 'A'; thence South 14 West 138.49 feet'.to a point of curve; thence along a curve to the left Navin§ a radius of 1,129.89 feet, through a central angle of 06 an are distaneerof 133.98 feet; thence South 07 West, 206.95 feet to a.point of curve; thence along a curve to the right having e. radius of 1,134.55 feet through a central angle of 13 an era distance. ' uf 2$9.50 feet; thence South 20 West, is feet; thence North 6f21'21 West, to 321.49 feet to the terminicus s of f this easement centerline, centerline: The R WITH; beginning at Point 'A' described on - the above enterliner thence nce North 87 West, 309.07 feet to th terminus of a' centerli having 30 feet of width on each side. EXCEPT that portion thereof lying within �' : South 180th' Street,.. . .. .. SUBJECT, HOWEVER, to the - right cf Owner and Owner.s successors in title, to relocate said easement within Segale Business Park on the following terms and conditions: (1). Any such relocation shall perpetuate' similar rights of ingress, egreas and utilities to a public road; (2) The width of said relocated easement and the physical surfacing thereof,.shall be similar..to that of the initial easement; (3) The route of said relocated easement shall afford reasonable direct access to a public road; .. (4) The legal rights of Mortgagee and Mortgagee's successor here- , under, in and to route of said eelocat easement shall be substan tially the same as with seapeat to the route of the'tatitfal ease - . . (5).- Said relocated ement 'ebail - be appropriately documented by a supplement to this Assignment containing a revised legal deaerip tie:: and shall be instIked at the e ex e t Owner . by insurance • tom P n on g by the same ba a company r a as the original Sr do 4i c e table easement (6) The expenses of such relocation,. including the conate-vetine and' surfacing thereof shall be the sole responsibility of Owner or OWner.' aucceesors in .kitle;.. • SUBJECT TO . any covenants eo conditions, easements; eued;rancee cv estrictiona, of record. LESSENO SURVEYORS CERTIFICATE I HEREBY CERTIFY TH T 7711 MAP RREC77 REPRESENTI A SURVEY M.aoE BY ME eR UNDER MY DIRECT/0N 7"/S /6 OAY CI. AUOo1T, /970. JUL 20 1990 PLANI.iN) OFPI. SITE ADDRESS: 18161-18325 5egaleIark hive PROPERTY CORNER 6" 0 VC. DOWNSPOUT 4' "0OWNSPOUT F705 HYDRANT STREET L /TE STANDARG pl. POWER VAULT CATCH BAS /N FILE COPY L::honu the 01010::: rcdo cr srdlnenes. Receipt of oontraSto,'a cell :. coprovvcd pleMaokn0a)Idged. Permit No ,q (0 W c ■ /2"X /2" COLUMN -SS- SAN/TA SEWER SO- STORM. ORA /N W - WATER MA /N -P,- PUOET SOUND POWER 0 L /GHT. -G - .WAS /NATURAL GAS -T- PACI;F /C NORTHWEST BELL REVISIONS THE SCOPE OF NO CHANGES SHALL BE MADETO APPROVAL F TTU LA UILDNG P :��'. NOTE: REVISIONS WI {L REQUIRE A NEW PLAN SUBMITTAL GRASS AREA AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. /5033' SURVa500 0.1. A/o. P:•aRK /NQ S7xiLLS R PrErvEo CI Y Df TUKWIIA a(1 3 0 1996 • . ERMIT CENTER CITY OF TUfWILA APPRO665 MAR 0 7 1996 AS NOTE C. MO A ACCE53 BUILDING G O;VIUI N - EA AS E. CANS//ER, .5 W M. E. t"4 9507700/ 35, T 23 AS, R. 4 A, W.M. - S4 /O MONUMS.,r /S AT _ G CEMERUNE OF.,_._ Seem 160 ow srne4Y.' A PUOL/C. SrgeSt t- 'Q'a'Sf' -- 47Q . .. '� ✓ Ep p � A. 3 T A.T.A. SURVEY BU /LO /0/G 1 77/.; ` EGALE BUS /NESS ;PAR MERr*ETHER ; re see.....wr wuaw :.� tuovvions L EACHMAN ASUCIATEO?I INGINttaa.• .'...3029I.me. : 1.w..,. ll 0 CONSTRUCTION TYPE: VN-SPRINKLERED A EXISTING OVERHEAD DOORS. A NEW OVERHEAD DOORS. SEE DRAWING S-1 1/32" = 1 A Ai A AA BUILDING 771 - PARTIAL PLAN 139b- ODA MEC.> FM ISSUE W. gentEMEMENZZIERNMEMEZI WWI. MINA JAN 3 0 1996 PERMR CENTER 1-29-96 EXIST. 2 STORY OFFICE A A iA AA A FILE: EXT-DRS.DWG INIAVN BY: CITY OF TUKWILA APPROVED MAR 07 199 AS WILD BUILDING NAN N REGALE BUSINESS PARK TUKWILA, WASHINGTON N.) A-AMERICA 18255 SBP DR. 'F NEINMEIVERSONEREIZZIMEMI DM?. V: 96-771-03 JOB NO 11/1001 ENGINEER, T.L. uRAAN B.B P. DATE 1 -8 -96 _''E NO Si FilhosiDU9 L6x4x p3' -Dq s tit 'f! CONNECTION - �`- -- ANGLE TOEE FI3JRII 1 EXIST EL SECTION A -1` A -1' OPP. EQ. I: -. 9.4 , XIST. W14 25 -O' FL PANEL JOINT CE PANED: JOINT'= D0 NOT OVERCUT C- FUTURE OPENING PER. PLAN TYPICAL INTERIOR ELEVATION ROTES 1 •• ^+ ANGLE 1 �f'IANGE EDGE PARTIAL PLAN 25 - PANELS IWO 8 -1 D -1 0 NEW 9'4" WIDE. 10 0 ' 0(01-1 'OPENING I.IN EXISTING 57T" PC PANEL' �- TYPICAL 4 PLACES) 'i- X1V-e. _ ~ TYP X 25 0 �TYP 50' -0 i J 3' -0" MINH 9 3' =6 MAX, I. ELEVATIONS SHOWN THUS; [ 1 ARE TOP OF EXISTING PANEL 2. CONTRACTOR TO FIELD VFY. ALL EXIST. CONDITIONS T. S. GIRT PER ELEVATION. T.S. 4 x 4x'; PER PLANT LEVATION I FLAT BAR x 2" 0 0'- L_J� EA.. SIDE (TOP & BOTTOM (4 PLACES TOTAL) I -i� la 4 x i / ( <TM' SECTION B -1 0" —EXIST TYP R x 11" x -10" W/ 4 Aq' 0 ALL.. THREAD HL,7' GA EPDXY EMBED 4" .W/ HILT HET, C- 100 2- o ALL THREAD 7" GA, EPDXY EMBED. 4'" w/ HILO HT C -100 0" 25 9' EXISTING OPE G E.W. ' F.O.C. F 0.5 F.D.W. FTC. DA GALA. PER PLAN ,..- #5 x 2 -0" DOWELS TO MATCH EPDXY EMBED 4" MIN. IN CL EXIST SLAB (3 SIDES) 8 5 ®. 12' o/c - MC 1008.4 w/ X 5 24' 2 o/c SECTION C -1 ST OF, D.S 0,0.0. REINF. REM. RO SECT. SIN, STL SYMM. S.W. T. U.B.C. 11.9.0. VET. V. OR VERT. 4 i TYP GENERAL NOTES "' ` THE FOLLOWING NOTES, APPLY UNLESS NOTED OTHERWISE CODE,, UNIFORM BUILDING CODE -- 1994 EDITION. - ASTM'S LATEST EDITION SEISMIC TONE ..3 STRUCTURAL STEEL ALL WORK 'IN ACCORDANCE:'' WITH AI SC, SPECIE I CA I ON FOR THE DES I GN,'FABR I CAT ION' AND "'ERECTION DE. STRUCTURAL'. STEEL FOR BUILDINGS" AND THE "CODE OF STANDARD PRACTICE'. STRUCTURAL' STEEL SHALL CONFORM TO. THE FOLLOWING STANDARDS, STRUCTURAL STEEL - ASTM A -36: - (1-y =36,000. PSI) TUBE SHAPES AXON A-500 ,,'GRADE B (Fy =46,000 PSI) ANCHOR BOLTS ADOR A -307 ALL STRUCTURAL STEEL BOLTED CONNECT INNS ARE ASTM A -325 TYPE N CONNECTIONS -' BEARING, TYPE WITH THREADS INCLUDED IN SHEAR CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENEO''ONUS TIGHT" ONLY: ALL WELDING TO CONFORM WITH AWN DI 1 STRUCTURAL WELDING EDGE -- SHALL B STEEL ", IGLOO NOT SPECIFIED SHALL BE 3/I6" CQNTI FILLET MINIMUM, ALL WELDS OF WAC CERTIFIED WELDERS, USE ELECT FRESH 70XX ELECTRODES FOR MANUAL SHIELDED A -ARC WELDING OR EQUAL ELECTRODES FOR OTHER WELDING PROCESSES CONCRETE EXPANSION ANCHORS - "HILTI KWIK - BOLTS - • INSTALL IN'. ACCORDANCE WITH ,ICBO REPORT NO.4627, ANCHOR'' DOWEL INSTALLATION DRILL HOLES FOR :DOWELS IN ACCORDANCE, WI TH GROUT MANUFACTURERS. RECOMMENDATIONS.. BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR, FILL HORIZONTAL HOLES WITH A MEASURED AMOUNT' OF CONCRESIVE 1411 OR` AS NOTED ON PLANS -, INSERT ANCHOR AND SECURE UNTIL GROUT HAS, REACHED ITS': INITIAL CURE. ALL. WORK SHALL BE BY PERSONNEL - EXPERIENCED IN THE ODE OF THIS PRODUCT. R T RAL STEE E [ DING VERIFY ALL YIELDERS HAVE. UR CERT!FI CAT ON. INSPECT ALL SHOP FULL .PENETRAT:ION. AND FILLET,.'; WELDS 3/8" AND LARGER. INSPECT ALL F IELD WELDS. INSPE TIONS '.INSPECTIONS ARE TO BE PER UBC SECTION 308 AND. SPECIE I CAT ION SECTION 01400 ABS ARE LTO BE ay AN INDEPENDENT TESTING LAB, CONC. EXPANSION COPY OF ICBO'REPORT FOR ,ANCHORS OR ADHESIVE SYSTEM USED MUST ':- ANCHORS 4& ,BE AVAILABLE AT JOB SITE'.: VERIFY ANCHORS OR ADHESIVE' SYSTEM DRILLED IN GOALS: INSTALLATION IS IN ACCORDANCE WITH REPORT CITY OF TUI(WIIA '.WELDING:' INSPECT ALL FIELD WEEDING. INCLUD I NG. HELD BALDI F. REINFORCING APPROVED • .STEEL VERI FY.'GERT IFICATI ON OF WELDERS, SO IL CONDITIONS MAR 0 7 1996) ,J CON RAC OR SHALL YE FY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE A$ NU1lD .,/1 /y% SHORING OF CON AND BRACING OF. ALL STRUCTURAL MEMBERS DURING CONSTRUCTION, CONTRACTOR '/Cp' SNALL,NOTIFY'ENGINEER :OF ALL FIELD CHANGES PRIOR TO INSTALLATION. BUILDING DIVISION ARSREVIA'lIONS" ARCH, = ARCHITECT B OR NOT, R ,BLDG = BUILDING B.O.0 A _ BUILDING OFFICIALS C.M.U. CONCRETE MASONRY CONC. CONCRETE £ I P. = CAST' IN .PLACE CLR., - CLEAR CONT. CONTINUOUS EL. OR ELEV. = ELEVATION E N,W OR ENW - ENGINEERS NORTHWE E F. EACH. FACE E.J. _ EXPANSION JOINT ES = EQUAL E.5 _ EACH - SIDE EACH WAY = FACE OF CONCRETE. = FACE OF STUDS = FACE, OF WALL = FOOTING = GAGE HOT DIP GALVANIZED C.W.B. = GYPSUM WALL BOARD. H. OR HORN. =HORIZONTAL 1.0.8.0. _ INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F, = INSIDE FACE INC. INCLUDING I.S.: = INSIDE FACE -'K = KIP (1000 POUNDS) LW = LONG WAY M B S - METAL BUILDING SUPPLIER R.S. = METAL ROOF SUPPLIER N.F. = NEAR FACE N T.S - NOT TO SCALE EXIST. P,C.PANEL- ON CENTER =.OU1 SIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER ROUGH OPENING SECTION = SIMILAR STEEL SYMMETRICAL = SHEAR WALL OR SHORT WAY = - TOP TOP OF BEAM =. TOP: OF FOOTING OR (FRAMING) = TYPICAI. AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE = VERIFY = VERTICAL • = VERTICAL INSIDE FACE - = VERTICAL OUTSIDE FACE , = WITH = WITH OUT = WELD HEAD STUD = AT CENTER LINE = PLATE R Y x U NCH 2- E t N E %P. ANCHORS W GA. GROUT SECTION D -1 0' -0" EXIST. SLAB ON GRADE PECEIVEU CITY OF TUKWILA JAN 3 0 1996 PERMIT CENTER O Z_ - Z LJ CO O G LV O LLJ V) Z EL CD CD V.