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Home My WebLink AboutPermit 6409 - Costco - Truck Door5i TYPE OF CON • 1 -T e ' year - III -N 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: Sprinklers 0 Detectors () N/A UTILITY PERMITS REQUIRED? 0 Yes 50 No pu buo worfcsf ZONING: BAR/LAND USE CONDITIONS? [] Yes II) No CONDITIONS ( other than those noted on or attached to Ee It /plans) a . BY: /t / �v OFFICIAL Aetn.e -l6 - , i hereby certify that i have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presuuii . 1 ' • a violate or cancel the provisions of any other state or local laws regulating construj: -.. . - • : � . • :: wo ' I am authorized to sign for and obtain this building permit. SI ,,,,� �I! DATE: /--..2 - 9i COMPANY: p T .__ .. :.. ..... - . CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING � O �� PERMIT NO. -1 DATE ISSUED: PROJECT NAME/TENANT Costco TYPE OF New Building Addition WORK: 0 Rack Store e 0 Reroof ■ DESCRIBE WORK TO BE DONE: Saw cut between POOP •. • f•1 ADDRESS CONTRACTOR ADDRESS USE FLOOR TOTAL l -tea -a r 1160 Saxon Dr Paul & Eleanor Sadi Royce Construction O CER TIFICATE OF i CCUP Division 98188 585 Pt. San Pedro Road,, San Rafael. CA P.O. Box 1012, Woodenville, WA WA. ST. CONTRACTOR'S LICENSE # ROYCECI159KW ARCHITECT Mulvanny - Lee Architects BUILDII'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) AMO N FEES ::::153.00 ( '�'�' I�C1NM 111 :'" a UMW IS 99.0 0 SCRIPTI • N BUILDING PERMIT P ANC ECK FEE BUILDING SURCHARGE OTHER: TOTAL tl: 256.:50 PLAN CHECK NO.: 91 -019 ASSESSOR ACCOUNT # 252304- 9063 -05 Tenant Improvement (commercial) U Demolition (building) U Grading/Fill Remodel residential 0 Other: two exterior truck doors and enlarge to one truck door. I PHONE 641 -2028 EXP. DATE PHONE 881 - ZIP ADDRE 12200 Northru Wa Bellevue, WA X8005 CO 11PLIANCE 14,000.00 2!P 94901 98072 10 -08 -91 1 _ SQUA E L OCC. SQUARE OCCC SQUARE SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD_ This permit shall become .null and void if the work Is not commenced 'thin 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. DAT ISSUED: PERMIT NO. CONTACTED ` DATE READY DATE NOTIFIED l I , I 5 (1 `J' " l BY: D ee (init.) - i./ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING ` r -J 3RD NOTIFICATION r BY: (Init.) i • BUILDING PERMIT APPLICATION TRACKING PROJECT NAME cc) PLAN PLAN CHECK C IUMD /R INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE TOTA OCC. SQUARE SQUARE OCC. OCC. OCC. TOTAL AR . TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review O FIRE O PLANNING o PUBLIC WORKS O OTHER REVIEW COMPLETED SITE ADDRESS L cop s HMI - a) 1 (ROUTED) INIT: INIT: INIT: . . ... ...................... ............ t'A NSULT'AIJT: Date Sent - FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? Yes No REFERENCE FILE NOS.: EM MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: "Dr SUITE NO. Date Approved - INIT: BUILDING - � _15_ q ` 15 -c OF COS T : UBC EDITION (year): final review II INIT__\ <C h 1 --TS 5pe.. lams SITE ADDRESS SUITE # / /6 SA xay . o/z . 7 / ZA VALUE OF CONSTRUCTION - $ , ea° PROJECT NAME/TENANT 57C ASSESSOR ACCOUNT # 25230 - 9a3 - C TYPE OF • New Building • Addition 1 Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: 5M w - c vT 87 " (2) ,EX . 7 K .P/2. 4 'D E/✓L,,.a24 otiB 7 e ,p )rz BUILDING USE (office, warehouse, etc.) Gv42 r/ --/dvS e NATURE OF BUSINESS: Ge.///U L 65 yaL rs G-1—e//3 WILL THERE BE A CHANGE IN USErtS No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 2Z4' a , 0 , 0 • Tenant Space: A-7 Area of Construction: VA WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 'g No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER ppriG f4 4-2, .,ta tvo,n 5 4,o/ PHONE ADDRESS S 8"S • /a7. SIB/✓ P,4D2a k/), 5- ,94/ 12 . iez c../)9 . ZI P p 91/ CONTRACTOR / .1/C-4' -...i.-s}>"'"7:: PHONE � / z ADDRESS tea. 8 - /0/ 2. 44_4,2,7,D //✓ z Z ,z'„ w.o, ZIP 2- WA. ST. CONTRACTOR'S LICENSE # n0 y Gam 67 ,.S q x G✓ _9, EXP. DATE /0 - S • 9 / ARCHITECT 7 /JL Li - L � z/Z c,l� PHONE �g1, - ADDRESS / Z z �d o'/ZT i/v� w �- ZIP ��JS :......................... ............................... • Mtn THAT �: 'fit ExAMI .. CAS'iO�At�4�. HMO.. W.. T�fE:.. 6AMr *.:TC,..I�E. >:;.::«<: >:::::: AP I..Y t=t� ..:TH)ta�:F?!~: ::> �:::><>::>::::::::<: :; AID .A . �` t�! BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE j / DATE / ly 9/ / PRINT NAM /4,6 - a/2./.,)gaT ,iv4erN7 „a/t- !-o'S, PHONE a d d' ADD SS / 2 z ao y✓ar•T,l,/e/i CITY /ZIP �,,,5 Cg�'lz, y8' CONTACT PERSON Z.-4 • 4 Ain 2-?— PHONE $-g�, 76 •c ' CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER 9L- APPLICATION MUST BE FILLED. OUT COMPLETELY BUILDIN PERMIT APPLICATION i'QINGPERMI F PLAN`CHE K ,.EE UILDING:SURCHARGE 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 Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED I DATE APPLICATION EXPIRES .. • : ....RACK STORAGE .. .. • . Completed building • • • 0 Assessor Account Number . . . • Two (2) sets of plans, which Indude andex ways 9/1 • •• ...StrUatural talculationti hitt byaoSigtqn, engineer (rack storage RESIDENTIAL • :v NEW SINGLETAIAlLY DWEL4NGS/AD : • . Completed huilding permit application (one for each ttuoture guBMITTAL CHECKLIST Assessor Account Number ...; • . " " Two sets (2) of worWng drawings, Which include •'• 6 1:Foundation plan, site (Ci ptan 41hCM'. bin, •••• • Floor plan , ••• • Roof plan • Bulking elevations (all • Building cross ootlon . . • framing plans Washington. Sta Energy Code data Completed uuuty permit application , . ..„.: •• „....... " " . ..•• •"• • • :.E21 site plans showing utilles NOTE:. Building site plan and utility. site plan may be uWIly permit application and checklist for specific submit WI requfroments • • • ••••• .• • • • •••• . . :•••Adrperial topographical and 60119 Information maybe requitediTUnieUrt: site conditione. • • • • .• • • • .". •• •;•.:,••• •-• Existing and proposed parking Overa building plan ••• .(Cartanert te rtanty•:;:i.: , ...::.,, : i0 1 # 0 0000#. 0 440.!N;q.94 0 r*tqc" plan of proposed tenant apace 'Now walls, existing wall and walls to be demoll& • INI=MINAINIMMINMI■ O Narrative desCribing .existing materiel heing•remeyed; and material • . : . •,.., :• NOTE Anertifleation letter Is filkr:to final Inspection and off of the permit:1' , • •1•• • • •:: : PROJECT: („b CA c 0 PERMIT NO. 6, q SITE ADDRESS: 1 1 I, ty Svs- )t- DATE CALLED: - .. TYPE OF INSPECTION: k—t. t.-.1 Ps k. . DATE WANTED: 2. - i c ( SPECIAL INSTRUCTIONS: --- REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: 2(21/€0 - cA-t.4..4.w o-a)* sA‘Al i S - e*IG 4 . , T° v's"'" ri jrktS \I 02-6kt.-- CowoivoroArt LA% 1/4Ctk hna•list 11.-c - ID Ni I'lle SeC 1 r4-5Nr--q&i:8 /Leed ILA"' 1-ticr1 o Not PElt-rA4v.A - CO cAA:rviv-IG, krsto f)t- t c i OC; NriAG c.c.t.,,v,id i-t,...ebra , wt.% ic+1 1..41-4 Ow_ . ..z.z. TIN.) , 4.* 4 Ali I 17 %A% t - 0 4. • a: , • ' ,,, .. Varrx 2:- 'An AtO 'a A Vt.S.t.kfri- i r,j Spit d o a-ts--. — INSPECTOR: DATE: r- -17 I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD v 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 INSPECTOR AND. DATE cc: 1-Owner 1- Architect 1- Engineer 1- Contractor 1 -Bids. Dent. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South .• Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 INSPECTION OF STRUCTURAL STEEL •PROJECT: Costco Wholesale Warehouse Remodel ADDRESS: Andover Park E & Saxon Drive, Tukwila ARCHITECT, :. Douglas Mulvanny CONTRACTOR: Royce Construction INSPECTOR'S REMARKS PERMIT NUMBE JOB NUMBER ENGINEER: Shutler Consulting INSPECTED AT:. , Job. Site 0. Rosenau Inspected structural steel and welds at the jobsite. Everything 1 -25 -91 was as per plans and /or changes approved by the Structural Engineer. I confirmed the Engineers approval on all changed via telephone. WABO certified welder: Gerald Hall 10- 1 -91. Electrode used was E -7018. FEB 0 4 1991 CI r >tA.�r rukwrr This report is: the'eclusive..property:of our or u= in' producing a final report to obtain a Certificate :of'Occupancy. Use of this report by any other firm is strictly prohibited without written permission from our firm.. This report:may be a_matter.of public record at government agencies.etc., but it is'public. record for viewing only, not for personal or.'financial gain.. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -019: Costco 1160 Saxon Dr PHONE 11 (206) 433.1800 Gary L. VanDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME1Q o 91F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER c'j 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. All high - strength bolting to be special inspected (Sec. 306, UBC). 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 8. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation . 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wail Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 5 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wail Board Fastening 431 -3670 X 11 Bolts 431 -3670 X 12 Welding 431 -3670 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 18 PUBUC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) BUILDI PERMIT INSPECTION RECORD � S[ I E ADDRESS: 1160 Saxon Dr CITY OF TUKW ILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 (Post with Building Permit In conspicuous place) BUILDING (QL(CO\ PERMIT NO. PROJECT: Costco CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE AINIMMINIMMININ INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points dear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALLBOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECI1ON - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although'not required, it Meeting of this type can r eliminate problems, delays and misunderstandings as the project progresses, 'X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney X 7 / Framing • 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening X 1' 8cL5 13 14 FIRE FINAL!nap: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK • NUMBER PROJECT: CC) 5 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER o changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping 1296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical wore will co Inspected by that agency (872- 63631, l I) All mechanical work shall be under separate permit through the � City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. when special inspection is required either the owner, architect or '""��.../// engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. shall of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. O All structural concrete to be special inspected (Sec. 106, USC). \QYAII structural welding to be done by W.A.D.O. certified welder and pecial inspected (Sec. 306, USC). " [J All high - strength bolting to be special inspected (Sec. 306, UDC). 1 0 Any new ceiling grid and light fisture installation is required to meet lateral bracing requirements for Seismic Zone 3. It Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 0 Subgrade preparation including drainage, e.cavation, cospaetion, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of roo4 W111 be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code 11908 Edition), washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). 10 All food preparation establishments must have King County Health Department sign-off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.I.C. Standard No. 43.8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.S.C. Section 306 (a) 7. Validity of Persit. The issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any ,of the provisions of this code or of any other ordinance of the jurisdlitlon, Nq permit presuming to give authority or violate or cancel he provist.•'• of this code shall be valid, ana SHUTLER ISM ® CONSULTING NEW MIN ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA. 88007 • (208) 885-4473 ( STRUCTURAL CALCULATIONS FOR: COSTCO WAREHOUSE TUKWILA, WASHINGTON ARCHITECT: DOUGLAS MULVANNY /Architects 12200 Northup Way Bellevue, Washington 98005 (206) 881-7600 JOB COSTCO /TUKWI SHEET P40 COVER 1 OF CALCULATED Br A. Bresko DATE 1 -14 -91 CHECKED BY JJS DATE SCALE DESIGN CRITERIA: CODE.., UNIFORM BUILDING CODE, 1988 ed. WIND LOAD. 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE ..:..ICI Z =0.3 SIT RECEIVED JAN 14 1991 PERM ITCENTER 4111111 - .4 UTLE R Walk. CONSULTING Mr MIN ENGINEERS IMM111111101■11116 AMMO 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB e,5 rxo t pleet-00- , SHEET HO -5- I CALCULATED BY -10 OF DATE CHECKED BY DATE SCALE • -• II Dim t { .4 ,11 r. 40 III I I p Y5 I. i Id k- k MUM 1.41. . ' ' ..a. r Y .00$1 ,,...„ IIIRMININI ,_,,,,,,,,,,,,, 1 1 1 I • zr _. I • . . , V 1, i f 11 1 , % r-• /."3 1' ,,, .. .. ... — -- - .... .. ... ' MI 74 ? S )zr 0 17 ... -. ).&1.)._ _ ;t: ...„_ aurseammit . _ r k I I _ .6 1111 ... -r--)1Z g • • '11. •■■ S ...._ _ III L _________111 __ . r09 .. o I (91 NJ... II _ - y r . Nr.. EN t imii .. ,- . Li }■"I fl .8 • (24,f) AV ) 4 ,..;.. 1 . ‹ ..1 ., ...._ ...... 1 ..,.. L (--,-‘ _ • i .. . .. 1 ./ -7.4. X , . IA : - I 5: cm L • • .... ..... .. 4111111 - .4 UTLE R Walk. CONSULTING Mr MIN ENGINEERS IMM111111101■11116 AMMO 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB e,5 rxo t pleet-00- , SHEET HO -5- I CALCULATED BY -10 OF DATE CHECKED BY DATE SCALE . ' e• N4 1 .117 1 hi N.1 Ii pri . i I- .zY N, I 1 III „I millir . e IL i v . - 9 . _ .._. , , __7 . . . II kr - 1 ..„...?... el _(..z)_ A 9r . K 4(4. do __.;' 1 1 i• 01.1=;1 ... , 1 1E1 , r- ,e ....._ - -- II 111 I . f.._ •■,), 11 1 . I N I aill -- - - 11 a. 1 • . • ... 1111 111111111 IIIIIIII 1111 ,. .. III a. AUTLER 111111111 CONSULTING IMP Mil ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB 6.' 71, joielb„N.CA SHEET NO, 4' CALCULATED BY 4,5 OF DATE CHECKED BY DATE SCALE AEI all 11111111 SHUTLER Ma. CONSULTING Mir INN MIN ENGINEERS ANIL IMINOMINENNUNINWINNI 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 Joe -Zeivre SHEET HO 3 OF CALCULATED BY DATE CHECKED BY DATE SCALE uaauaa MN a 2 liii ,„ re I, z / z * :.. 1 li ! n J 0 11 PU! 1 It 1 11 1 I _____ It 41 I , I me i It vD I ' I a l • EWE In II 1 :41j 1 1 1 1 MI I 1 I III 1 is III 11 1 II 1,1 1 11 1 1 1. 11 11 1 1 1 1 1 I In 1::17111111111 " 1 1 1 II I III 1111 II MU 101 IN MIN AEI all 11111111 SHUTLER Ma. CONSULTING Mir INN MIN ENGINEERS ANIL IMINOMINENNUNINWINNI 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 Joe -Zeivre SHEET HO 3 OF CALCULATED BY DATE CHECKED BY DATE SCALE SHUTLER CONSULTING ENGINEERS Tits: 14450 N. E. 29th PLACE Scope : SUITE 116 Number: BELLEVUE, WASHINGTON 98007 Misc (206) 885 -4473: Dsngr : ec T .ew2 s -� 08- Jan -91 STEEL COLUMN DESIGN Page DESCRIPTION » >> COLUMN DATA DESIGN DATA AISC SECTION » ts8x8x5 /16 Fy = 46 ksi TOTAL COLUMN HT. = 24 ft LOAD DURATION FACTOR = 1 COMBINE LL k ST 7 N y/n SUPPORT FIXITY - --» 1 (< 1 =Pin /pin, 2 =Fix /Fix SIDESWAV 1 :Restrained, 0:Free 3 =Pin /Fir,, 4 =Fir, /Pin X -X AXIS = 1 (Bottom /Top) Y -Y AXIS = 1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS - 24 ft X -X AXIS - V -Y AXIS = 24 ft Y -Y AXIS = APPLIED LOADS AXIAL DEAD LOAD - 26 kips ECC. for X -X MOMENTS = in ' LIVE LOAD = 19.9 a " ' Y ' = in ' SHORT TERM - " Dead Live Short SLoc ELoc X -X AXIS MOMENTS: TOP = k -ft BOTTOM = BTWN ENDS = It Y -Y AXIS MOMENTS: TOP = k -ft BOTTOM = BTWN ENDS = It POINT LOADS: (k) X -X - Y -Y _ UNIFORM: (k /ft) X -X 0.24 24 It Y -Y - SUMMARY L: I USE : TSBXB0/16, Max Stress Ratio = 1,05 I Load Comb...)) Dead . Live 0 +1. D +L +ST I Formula 1.6 - la = 0.390 0.753 1,049 NG! . i 4 I Formula. 1.6 - lb = 0.402 0.710 0.710 OK 1. Formula 1.6 - 2 = . 0.365 OK X -X Y -V I Fa : Allowable = 15.85 ksi Fb : Allowable 30.36 30.36 ksil fa Actual _. 4,90 " fb Actual 16,16 I STEEL SECTION DATA DEPTH = 8,00.in 1 -xx WIDTH = 8.000 in S-xx FLANGE THICKNESS - 0.313 in R -xx WEB THICKNESS _. 0.313 in . I -yy AREA _ ' 9.36 in ^2 , S -yy. WEIGHT = 31.85 # /ft R -yy r -T - '- INTERMEDIATE STRESSCALCULATION.VALUES psi F'ex (DL+LL +ST) psi' "F'ey (DL +LL +ST) • F'ex (DL+LL),• F'ey (DL+LL) = 90.900 in^4 22.725 in^3 = 3.116 in = 90,900. in ^4. _ 22;73 in''3, = 3.116 in 1 (4-8 . , 2 = 17484. psi = )7484. 'psi.. Mil UI LER 41111k111 coNsULTING I IIMP ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB SHEET NO 6.< OF CALCULATED BY 40 DATE CHECKED BY DATE CA LE C. earlitde) idgeWILL4e ' PRIERNI INNAIMMI AIL 111111 irg • • 0 " 1 _Z.Z.Clay.-) 44 2 531 S/ 4 ' Z I I I I i P II . • . - • --o, .. . 9 A ..,644-4- - • - t ' I I = , V I : ! ! I 1 I r • i 1 I 11,; II i . . . . l it i fe [TT t Ori - NI • 1 • I A, L ' $ I . L H L. . 7 • 0 E 1 - I I I I II 11E1 a fe F ss it i4 . 34- II I 111P I • 1 mie° I • I id i rimiliel I . Mil UI LER 41111k111 coNsULTING I IIMP ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB SHEET NO 6.< OF CALCULATED BY 40 DATE CHECKED BY DATE CA LE C. earlitde) idgeWILL4e MIK UTLER Ink CONSULTING OM* MN MN ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 Jon CAF SHEET NO CALCULATED BY 1 CHECKED BY OF DATE DATE SCALE MEd, I I I I Ill • 1 i I� ity 1111 1111 I P I 1 di Ai �► E ?l I i m 0 r 1 41 I 1 rill Iiii 1 a Id 4111 em .. I MI Lir 1 1 4i. iii.... al ;puha 0 I a a s Frit. . 1 P 161,111 1 a ass 1 • lilitill...a. L. I - a MIK UTLER Ink CONSULTING OM* MN MN ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 Jon CAF SHEET NO CALCULATED BY 1 CHECKED BY OF DATE DATE SCALE AIM dill Mit . AMER 1111111 ■ CONSULTING EN WI MN ENGINEERS 4MMINV 4111=11 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 6) 885-4473 JOB e°ST‘v Ip .rw. u Air SHEET NO S -7 OF DATE CHECKED BY DATE SCALE CALCULATED BY 0 COPIES DATE NO. DESCRIPTION Z.4 /•//1/ s '- I S irs• PLAIN/ — Vie,/ /07 fri7)401 er- a'1,/. A.A'755' Z-04.- /.//.7 l 51 SrA t/ oTul2xv._ S' cr/ e- s .•_ -• i L a .. 4 Z• G i L.E k" 7/ "d✓ - /2.& : A.'A " lao'a,2. 4/a.,srir// d DOUGLAS MULVANNY / Architects MULVANNY • LEE & Associates 12200 Northup Way • Bellevue,Wa 98005 (206) 881.7600 itT RECEIVED 1OUIL.A FAX 868.2563 JAN 1 4 1991 PERMIT CENTER TO �G /T'V o TU /< (,'JG A GENTLEMEN: WE ARE SENDING YOU Attached ❑ U ndyr separate cover via ❑ Shop drawings ❑ Submittals Prints ❑ Copy of letter ❑ Change order ❑ Originals ❑ Signed contract ❑ Field Order ❑ As-built drawings ❑ THESE AgE TRANSMITTED as checked below: W F r approval r approval le your use ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ Reviewed as submitted ❑ Reviewed as noted ❑ Return copies for distribution ❑ Return corrected submittals REMARKS �p . ` 64 1 oedd COPY TO SIGNED' 11 enclosures are not as noted, kindly notify us at once DATE J OB. NO. /r•9, g�•7s ATIENTION FA/ RE: Gn S'7t.e - SC7 . c r/', rckkl ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Certificate of insurance ❑ Resubmit copies for review the following Items: VICINITY MAP PAWKY= el that portian of GQvemount Lot 1 of Section 35 and Government Lot 1 of Sa.^tion 36 are; Government Lot 8 of Section 25 and that portion of the southeast quarter of the southeast quarter of Suction 26, all in Township 23 North, Range 4 East, W.M. , in KLnq County, Washington deocri is follows: Reginniaeg at the, northeast corner of said Government Lot 1 of Sactiors; 33; thence south 01°19'01' west along the east line of Government Lot 1 of said Section 35 a distance of 62.31 feet to the true point of beginning; thence north 88 west a distance of 167.24 feet; thence north 01°51'39' east a distance of 83.55 feet; thence north 01'47 °29' east a distance of 515.60 feet; thence along a curve to the right having a radius of 300.00 feet, an mo,.dietancee of 99.43 feet through a central angle of 18°59°26 ; thence south 84 °12'31" east a distance of 723.22 feet; thence south 01 °47'29'° west a distance of 471.67 feet to the west margin of the Jules Christensen Road; thence nouth 30 °24'21" west along said west margin a distance of 60.06 feet; thence south 07 °32'21' west along said west margin a distance of 174.0E feet; thence north J8°38' 21' west a distance of 526.22 feet to the , true point of beginning. TOGETHER WITH a permanent and irrevocable non-exclusive easement over the following described 30 foot strip of land, commencing at the east line of Andover Park East, proceeding eaeter1y to the east line of the grantee's (Parcel k) property, said 30 foot strip of land is described are follows: That portion of the southeast quarter :7f the southeast quarter of Section 26 and Government Lot 8 of Section 25 all in Township 23 North, Range, 4 East, W.M., in the City at Tukwila, Ring County, Washington, 4elscribed as follows: Beginning at the eoutheaest corner of said southeast quarter of the southeast quarter of Section 26; thence north 87 °44'08' west along the south line of said southeast quarter . of the southeast quarter of Section 26 a distance of 166.45 feet; thence north 01°47'29" east a distance of 515.60 feet; thence along a curve to the right having a radits of 300.00 feet, an arc distance of 99.43 feet thr dugh a central angle of 18°59'26" to the true point; of beginning; LECAL EIESCRIPTION thence north 88°12'31° west a distance of 247.91 foot to the VASIEJIL easterly margin of Andover Park Mast; thence along said easterly mr_rgin along a the center of which bears south 71 ° 29'01' 270.00 feet, an arc distarnce of 20.33 fest curve; thence along a curve to the left Having a an arc distance of 11.46 feet; thence south 88 °12'31" east a distance of thence south 01°47'21' 'vest a distance of east corner of the above described parcel; thence north 88°12'31* west along the not described parcel a distance of 723.22 feet beginning. curve ••:o the right gest having a radius of to a point of reverse radius of 330.00 feet, 470,.63 feet; 30.00 fast to the north* h lino of the above to the true point of PARCR. 8. That portion of Goverteeent Raenq 4 East, N.M., in the lel coribeee as follows: Beginning at the northeast Section 35; thence south 01°19'01* west along the east line of said Government Lot 1 a distar_ze of 82,38 feet; thence north 88 °08'21" west a distance of 167.24 point of beginning; thence continuing north 88'0821" west a distance to the oast line of Andover Park East; thence north 01'51'39" east along said east line feet; thence south 88 °08'21" east a distance of 253.00 line of Parcel 6 A 6 ; thence south 01 °31'39" west along said west line 48.00 feet to the true point of beginning. • Lot i, in Section 35, ?ownehip 23 North, City of Tukwila, Kine County, Washington, corner of said * Governsent Lot 1 of feet to the true of 233.00 fest a distance of 48.00 feet to the west a distance of That portion of Government Lot 1, in Section 35, Township 23 North, Range 4 Rant, W.N., in King County, Washington, described as follow beginning at the northeast corner of said Government Lot 1, thence north 8744'08' west along the north lino thereof 166.45 feet to the centerline of C. N. ST. P 6 P RR R/W easement; thence south 1'51'39' west along said centerline 03.55 feet; thence north 88 °O8'21" west 253.00 feet to the true point of beginning of this description; thence south 88'08'21" east 226.10 feet; thence south 86 °25''18` west 211.95 fest; thence south 37°43'51" west 23 feet to a point from which the true point of beginning beers north 1'51'39' east; Seance north 1°51' 39" oast to the : .rue poiee of beginning. j� atovit.laHr 1 01 Mme,, Z. Z''.0i`Nlr~'eo 'n'- rfo'L. sL1 I L N to Pqacvab. 1 oI r, 0 o o cmrs INDEX OF DRAWINGS GENERAL NOTES viorc -e- ' '(- PC =Q- ��G'lr /.! -••!r fX.1.- .e." 71- .1T12-$:...6 -TC)1 \,fie 'F'Y ..L.� �7TI1...! 9'•r`1 i..1`'t ?l ••�`2 .h }• 1 . 7 D a 1 l J c ' � ( I r"�� .� I -.:•' fz. i•J 17 t ? / .5. ": ?-4 F, 1 F i SAXON ORIV EXBT'I3 ACCESS RO. 444444 44=4 I ` :i mommom0000moyi omooM :,, „.�, .4.41, • "- 4 r : 1 I L, 4Y r. . - _..._ ... _ _...__ LAND PiN4: -- > /.'.' 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"ng : LASE- 64G) PRZ.K16 • ■ .....m.m= ow SO ' L PI Gi`°i �+F 1 1,E -�s 2„, GLDL 3L understand that the Plan Check approves are subject io error's and omissions and approval of plans does not auth.rim, he vio►ation of anti' adopte _ _ _ _ t of con. 1$ 1 I owledged. ‘07( NRk.00A C 4V ia 30 5199A MANED etevosTIDOMA JAN 1 4 1991 remonrcenet