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HomeMy WebLinkAboutPermit 6207 - Seawest Distributors - Storage RacksPRO�'ER'TYOWNER Davis, Peterson & Rosen 25 - 5432 ADDRESS P.O. Box 88164 Seattle, WA � aP (MIMS CONTRACTOR Tenant PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP 4 _'1 4 . ('oi)E ('o IN IAN( :t - USE .� FLOORA L SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF COMST N/A UBC EDITION (year) 1988 SETBACKS: N — S — E— W— Fi PROTECTION: Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes ® No ( PublicWorks) ZONING: BAR /LAND USE CONDITIONS? 0 Yes ® No CONDITIONS (other than those noted on or attached to permit/plans) 4 _'1 4 . CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: S APPROVED FOR ISSUANCE BY: SIGNATURE: CERTIFICATE OF OCCUPANCY NO. (f),Do 18380 Olympic Av S Add rack storage for carpet and pads. 2592 linear feet N PRINT NAME: ew 1/✓ c�r9 v' Lc BUILDU3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMITFEE PLAN BUILDING SURCHARGE : THER: TOTAL • 43,38 PLAN CHECK NO.: 90 - 350 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Seawest Distributors Inc 78889901530 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: a Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING OFFICIAL I hereby certify that I have read and exa fined 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: COMPANY: (5. c- 1 //Ye' This permit shall become null and void if the work is not commenced within 180 days from the date o issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: DATE: 10;500'.- PERMIT NO. CONTACTED r DATE READY G' iliv q � 0 DATE NOTIFIED CIO CI"' 2nd NOTIFICATION . (i BY: (snit.) Vr' Q' - PERMIT EXPIRES AMOUNT OWING Li 3 ..._ • ^ b �/ 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 90 - 35 BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS 5eoW fast '1)1 &tr i b u SUIT Inc. NC 1'S3•0 OJWrtpic Pu3 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) REVIEW COMPLETED SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. Al BUILDING - "C-1,-9C) initial review 14 FIRE 'Cs.22 °cr0 O PLANNING - -Ace (ROUTED) INIT: ��)k�l FIRE PROTECTION: f) Sprinklers [] Detectors [ N/A INIT: O PUBLIC WORKS O OTiHEi4 INIT: INIT: BUILDING - e , p I final review QJl 7° <t.IIEO IREMEM > < <:> f: >GOM AENTL CONSULTANT: Date Sent - Date Approved - FIRE DEPT. LETTER DATED: 11 z-fr -. 9 ' INSPECTOR: 3 ZONING: 1BAFVI.AND USE CONDITIONS? []Yes W'No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? Yes Vo PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): OJVV QVV1nc.C i vw,vra,v , unnira rri, OW I vv (206) 431 -3670 ��=4 =. IIarr•i; 1' r•PJi 1,ii.1 = UILDING`PERMIT FEE G . • 'PLAN CHECK C NUMBER I 4PPI I('A LION Illy(;! f1! FILL EL) OUT CO[1!'I I. TI. 11' PLAN ()HECK FEE INSHOW ailEIMBSEMEMBIESEMEMEMIMI TOTAL': - IM I 1.1 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ _2_,,..= 7 - PROJECT NAME/TENANT 4 ; G-.. / 2 )-v , - 7 ) / . 5 - 7 - e " 're-? c 7 e- .- -, ice, c''': ASSESSOR ACCOUNT # .7 S 0 0 1 53 - 0 TYPE OF Li New Building Li Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: S Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: " � (// , , , .. /P _Pp C' /. „-,› ,, ..l, l' 57c' /' /I4rl A " %<'L fc S / , ,',' / 5i'S /' '16't- 1 /- %'-r _ °" BUILDING USE (office, warehouse, etc.) E'I / - i er- ?' lit':' - h< .. c . -c�' NATURE OF BUSINESS: k //, e ; • , L 4 ” f' =/ Oe ' c vi .<'/y14'- WILL THERE BE A CHANGE IN USE? W No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: , : y . rt. , Tenant Space: ' e ,rc Area of Construction: G G e' n I WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (I No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER fl vis r r."; i'.;;.- l /, >,,., a %' PHONE ?,s /- ,s <' ADDRESS / -. D. <i>'4 0;A 4 ( , " ?.— /) i 7 r 1 / /;" ZIP ; ,s" CONTRACTOR -, _ ,. -ce117- (PHONE _ _. �; ADDRESS .' ' ; ZIP, ,r - , ., - WA. ST. CONTRACTOR'S LICENSE # V - , , ; EXP. DATE // - / - , c ARCHITECT PHONE ADDRESS ZIP <::.. <:.. ' <:: .E :ff�Y >T .. AT: >i: >#�AwE..R�/.tD.ANt� f:.JKAAIII TR UE AND C ........ .............................................. ...... 1 < :.df�lxiECT:AN���14Ma��1t#i0i� f»C�::'Ff�::APP�:� -�C ... hA... ...... . kNt'jllS1`X'I~C��1� ..............,................ ......... ............. . . BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE // / . DATE PRINT NAME . 7.)a 4/ L✓' ,:;7; ► -"i,..r" PHONE ?67 - s3/4'3. 2 ADDRESS e) e . ,` -, - ,5iS> /G. 4/ CITY /ZIP CONTACT PERSON , .- Z , e ,,,, 0 , :7)1.-/,..r PHONE 2, -,, - ,s • 2 CITY OF TUKWILA Department of Community Development - Building Division BUILDIh3 PERMIT APPLICATION APPLICATION SUBMITTAL In order to ensure that your application is accent d for plan review, please make sure to III! 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 architecVengineer, 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 - DATE APPLICATION EXPIRES 0710110 COMMERCIAL NEW DDISMERCIAL BUILDINGS/ P • mi,mvitisifsloki gotk!!°. ....!*4°...... ' engine. , ..:...:.:.:.:..... : - :,;- ; ',:i:: :: :. . . .,,4snis-....rveY3i-iq.'.-::::1.-". :a.*1,...i:1;.,::.::..i;::::::::::::,- 40,1 E.:i'SI.T....;orwr1.,.c..;:t. iivr':,....a. P‘caii.'-"'—'09;iiiachila"77:10..(1't '......!.-1'1'iii'l..:....,,....!,,::i...1..:1.wc1.:.1......tan:::: Sta • 4„:..1......kx.m........:;i:....:::::::-::-:'. a :.- -... tele.iiit. .:E . iiiiir ,.....tt.:.„...,,... H:.....:.rxid, y. a, , .. .. engineer 1;...,. s.t.,„„....,,..,.... ,.. : . .... . .. : ,.. , Leg ,•,:,..:.•....:„. ..i..'drty0.11.ind,..7...... . !i..:...:,,..s.. .. :. . .. : '.... ,:WO......,..:... .i..„.... Arc hite ctu ral ..tirawifillg‘: .. .., , .. .. .• • • She .iej.dral.4-r.lnits!',....:.:..:::... :i!!::.::..,!!........:..,.,... Stis.4ctl•i -•:(!!!7;'.i''i'l'•:.•:i:::::„„„!':•::"""".•':'•.: ......—....: . en ..... • : Elevaii...•dr:iingnpiiii:i .:,.....„....n.i.xiti,...,..,., .,.. '''• • '• ' ''''' .......% ...Civil '....-..';'".bermitaPP.:,:i.,..,.... ,..77.,. ,........: ‘..:..i fet., . 11:.•liti ,-,..-..::::,:::...:,- i'....:.,......:,..:....„...„..;..........:,..,..,...... .......,.. .„_,„.:::•„:..: :„.............„.....' • ' 4-• :.,•::'::.. iiiwi.....!"....;:."...".'"'''''"; 0.11!17::...... ..-.... ' ' Plo•ei.-...,..-...........1 d ii.:,;n 07. .... (13):!f!!.-ii:-...' ......::",.:. perm NOTE . _ .. ,..7.7., ... ..... i :;. s .....:,..„..... ..,.,......,..:„:..:::. . . • . Completed building permit application (one for each structure Assessor A003Upt Number „. o sets (2) of the ful Specifications itisAGE:. " :." ' •:'. ' ... ! ..:: : ::: : . ': . ..... ,. ..:•:...:::::•".:r'::;•:•::::.::.',..i:::".:::::::::: ::: •: ,. ..... • RA CK S Com bU application /4$•••■....:...#44.....O0049 •••!. : • !., •• :..!... 7 . L . ...... ci ''..*:: • vi. pu:ding floor 0 . .• 1:1......s. :i„.vi7...'..11...cits;'. ::...1 . wtierf:ir.a..,........, . - ' , , i...ei .. , • Exh erislOrtit'ut!! ,, ....,.. iiin ..,red ,... exits NOTE . .....,,,„:„..,.. , :.„.:.,:...,:„... ions doors . •.,7060i Dini. ... : 1ipft ...;!).'.......f....1°,.....7:PIEr ..... ill .- .. 4 , ...." g ... ... (h : :: Ont.)•■*/.1: or #11/!. : . .:•... . . . ,.. . . . '....-.:::::. ..,.....:::::.:„.... : . ..,:.:•.::.:.:.:„.::.... ...,.... : . ::: . :: : : :.: :: „..„..„ . .. 7 ...,,..„....., ..... 1IrtiolerN:OelOUlatlont itieMtiettby:a..11.yeeton • itieer (radi.storage.trand OVoqi"i'l"..::'' .......„..,„:„:::::::::::::::::::::::::::•::::::::::::::,::;:::,.........:,::::,,:::,:.::::::::•:•:::::::::.....:::.:::::,........',",, RESIDENTIAL SUBMITTAL CHECKLIST ... . . .. .. .... . ... .:...... „.. ........ .. .. „ .. COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) .. . Two (2) sets of construction plans, which Include ... RER�OI • • .::::,,,,,......•... . . 4400, ko10119•.; permi ap . lorIefOr...erich •strtietir ....... . ... • ......••.......• ......„:. .... • • •• ..., ..• .......•.......•....••••.• •••.......•• ••. . , - ,.: . ., . •• . .:::::.::',::::i:::•::::::'••••• ''',.•,'•.:• . . . ............,. ::Assiiiiiiit.:Aocouritti.u*er.::::::: . . . ... : :.....: . ......:: :..itiiiiiiiiiiiii•deoiiii6190 exiiiti0.i00!;.0,teoat..,teip1;,•! • Medal being irlitalled:1:::.: i...,.. Nl.).Ti::::::li :.. .O. rreil off of th. .....• .. ..:.• „.. ...: . „ " •:•:„.•::...... . .: .. :::.: . .,...,,.....,..... • Overall !110 !o. • Use of adjacent (common wall) tenant ••••• • leo • .• " . . • . . doOrt;egrett:'petterns,..,„,:.... New wells existing wall and waifs to be '0entollelled..:•:?„:;:: • Cross sedlons showing wall construction and method o • . .„.., • • • • C vtietiovoalcutoo.o.f.lo 1 . Iw,rk . ko be done • - fson and olin. • REsIDENTlALREMODEi :"Assestoir:*olountitt p • Roof plan Buliding elevations (alt view Strike:hid .fr�il ........................... . iitany..u.ofxk • • • . ..... . "*1#•••.Or . . . ... . ... REROO F8:::; . • Completed building permit application (one I Assessor A�ount Number TO: PROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20df 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM c% a 100 V4/2_ o 3hQ.1 \ f\y3 V 15, lag0 5 Voroy_ Lin.Par -f k X 4t- Rorts., Q l x 1 q to 3 to x l x = a.59 Q �. 3,`b SS P-er mft PROJECT: ti S > (,.)e c. A , / PERMIT NO. ( `-mac SITE ADDRESS: S O C)i - , , L < , DATE CALLED: --2- -`/ DATE WANTED: 3-= 24 s-- 9/ em TYPE OF INSPECTION: /L,/X SPECIAL INSTRUCTIONS: is-T` ; oviL% REQUESTER: (Nr .3. 71tiT NE NO.: INSPECTION RESULTS /COMMENTS INSPECTOR: /.. / _ .%I-4 /h1? -� DATE: 3- z---.2 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431.3670 INSPECTION' RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 to Li J CA 1 • INSPECTION RECORD PERMIT # i Date to gr .i.JAIRr AO. d Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: Inspector CITY OF TUKWILA Buildin 9artment 6300 So inter Boulevard Tukwila, WA 98188 (206) 431 -3670 Q�QI S ate Want ;roject Phone # Date /19--3/-90 EALIJEST DISTRIBUTORS TEL No.12062515449 REFERENCE MS MOWER REVIEWED AND APPROVED EUGENE D. MENSAIMA & ASSOC CONSULTING STRUCIIIIAL ENGINEERS Rug 3,90 15:49 No.002 P.02 0 N©icINO 91\11 1103 r , ;- _ZNNN 1 hZ - - y' tL 4r 4' c. r, .y jsv i-a - 4 —4 Pz r '' ,..driv, 7p 03£di'/ h2 Ms'nmdaL tr a�d -+-1 .E04 4-d Plan Check #90 -350: Seawest Distributors Inc. 18380 Olympic S THE FOLLOWING COMMENTS APPLY TO AND BECOME ART`OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER j oao I 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). • 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 DATE APPROVED INSPECT. INITIALS DATES) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 18380 Olympic Av S SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: 0 1-5-90 PROJECT: Seawest Distributors OTHER AGENCIES: BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) 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 undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - 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 clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - 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. 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, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17/90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 y 14 FIRE FINAL Imp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x 17 BUILDING FINAL PROJECT: ts4. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER • blie No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, (2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). O All mechanical work shall be under separate permit through the City of Tukwila. Q All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction, O 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. O All structural concrete to be special inspected (Sec. 306, UBC). O All structural welding to be done by W,A.B.O, certified welder and special inspected (Sec. 306, UBC). O 9 All high - strength bolting to be special inspected (Sec. 306, UBC), !0 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11 Partition walls attached to ceiling grid must be laterally braced if over eight (81 feet in length. O 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. O 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. lS Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of roof Will 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 (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1919 Edition). l8 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.B.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.B.C. ection 306 (a) 7. 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. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -350 (513) Gary L. VanDusen, Mayor August 29, 1990 Re: Seawest Distributors - 18380 Olympic Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Maintain sprinkler protection for all enclosed areas, (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 3. A permit is required for storage of high -piled combustible stock. An application is enclosed. (UFC 81.103) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke- removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and 1908 . City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 .Page number Gary L. VanDusen, Mayor location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 81.102) High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) Because the storage arrangement has changed, a new permit is required. :Yours truly, The Tukwila Fire Prevention Bureau. cc:. T.F.D. file ncd eearest'Distributors 8asmons Racks Location: 18360 Olympic Ave. S. Seattle, WA (Zone 3) Prepared For: Wm. A. Gore Co., Inc. 14233 Woodinville, WA Prepared By: Eugene D. Birnbaulm And Associates 'Consulting Structural Engineers 1626 Silver Lake Boulevard Los Angeles, CA 90026 (213) 663 -9218 Peter S. Higgins, S.E. Job Number 19043 August 8, 1990 This Document and the design it contains is copyright by Eugene D. Birnbaum and Associates. It is provided as an instrument of service, and shall not be reproduced in any fashion without the written permission of Eugene D. Birnbaum and Associates. Notice to Building Dspartasnts If this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shall bear appropriate seals and signatures in ink of a contrasting color with the same Job Number Reference. The calculation shall be signed across this block. REPRODUCTIONS OP SIGNED COPIES ARE INVALID I FILE COPY CITY 41: Turd+ R.A AUG 15 15:;. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors August 8, 1990 Table of Contents Job No. 19043 Sheet ii 1 Reference Data 1 1.1 Documents 1 1.1.1'Drawings 1 1.1.1.1 By Eugene D. Birnbaum and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic (1988 UBC Standard 27 -11) 1 1.2.2.1 General 1 2 Configuration 1 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 2 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 3 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 2.6 Slab on Grade 6 EUGENE D., BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors August 8, 1990 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Doouaents 1,1.1 Drawings 1.1.1.1 By Eugene D. Birnbaua and Assodiatss SR -T 1.1.1.2 By Others Wm. A. Gore L/O & elev (1 sht 81/2X11) 1.2 Load■ 1.2.1 Vertical (Dead plus Live) ' Loads per level = 4.0 kips Design beams for 25% impact 1.2.2 Seismic 11988 UBC Standard 27 -i1) 1.2.2.1 aensral V=SIXCSW Thus: VS 13.3 T 50.105W Where: Z =0.75 I =1.00 K=1.00 (Complete load . carrying space frame). 1 151/7 Job No. 19043 Sheet '1' S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the . default CS of 0.105 may be used. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors August 8, 1990 2 Configuration 1 2 .1 Component• and Daosatry W • W =144" a =72" b=72" Beam Type Bau BL4 Upright Type Series "R" 2.2 Ch.ok Beaaa 2.2.1 D..ign Poro•s• < LiW M (2)(8) =36.0 inch kips 2.2.2 Bean Properties 0.75" 1.625" iN �i ■—■ 2.5" 16 go H =216" D=48" 1 -47" 1d =63" RUB $L.4 - 16 ga • . SX =1.48.in I =4.43 in S min 5 0.6Fy =1.43 440 Job NO. 19043 Sheet 2 • i t EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors August 8, 1990 2.3 Cheok Posts (Dead plus Live Loads) 2.3.1 Load to Post 2.3.2 Post Properties (net section) 1, 1 8 2itudinal Seismic 2.4.1 Base Shear 2 "8' Post Substituting yields: T >2.0 sec Thus: 710.053W 2.4.2 Design Forces p<4.0K; V <0.21K M <Va- (1.3)P < (0.21) (72) - (1.3) (4) =10.1 inch kips P (# of levels)(L) 2 =4.0 kips l /ry =81 t =12 Ga a /r =52 A A in S in F =16.9 ksi r in S =0.28 in ry 0.5 in M +2n +.1) Determine Perio4 - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. Job No. 19043 Sheet 3 Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels (fixity due to width ;of base plate) EUGENE D. ".BIRNBAUX AND ABBOCIATEB CONSULTING STRUCTURAL' ENGINEERS Project: Seawest Distributors Job.No.19043 August 8, 1990 Sheet 4 7/16" diam. Rivet Va = 2.5 kips ; .4.9 Post - Combined Stresses z V EUGENE D..BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors ..August 8, 1990 2.5.2 Design Forces h EQ 2.5.2.1 Stability P +L - Stable -No Uplift. Anchors provide added Factor • of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design porn• Pb <1.2K 2.5.2.2.2 Brao• Caoaoity 14 G 1 I --it 8 L (in) kl Fa Pa (ksi) (k) 183. 2 " Anet =0.29 in2 rmin =0.35 in Q =0.91 Job No. 19043 Sheet 5 Vh' P,Q= D h' =108 inches P kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. =60.5 in /ft M �aUow _ 1.7 =0.085 kid. EUGENE D. BIRNBAUM AND ABBOCIiTES CONSULTING STRUCTURAL ENGINEERS Project: Seawest Distributors August 8, 1990 2.6 Blsb on Grad Treat slab as equivalent ,unreinforced square footing P Where: P = 4.0 kips b = 2.5 in. (average) t =•5.5 in. (client info) f'c = 2000 psi Qa =1.0kef Job No. 19043 Sheet 6 Plan Review PROJECT e-AW S'T ADDRESS ' :•‘L S DATE 8 -2,2-70 OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES 01..56-- FLOOR AREA 2.8 2.7c 03 C' 2 U55 OCCUPANT LOAD 5 y - rU°t 4 t ©c-t-- Ot t\ EXITING REQUIREMENTS, �.X IS.'r I►.� �+ • DETAILED REQUIREMENTS a -..2' P\ RE mouse OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C W.S.E.C CHAPTER 51 -10, W.A.C NOTES: 1' to PLAN CHECK NUMBER // CITY OF TUKWILA , DEPARTMENT OP COMMUNITY DEVELOPMENT prepared by: , . 1 PI AMMINrl nrincrnP F I .41, 1414...n r•Ar AWAY* • • '• , z it 9tli:4; 40:14.P0011` itfiiitowernewr 0.424i$ Isa omosterIMIMINMIIIIN.IMMOVAINNYVINOMPIONImINIFINIVIMMMONIMIN.MOmmouromooMMINIPMMIIMPPINIIIIIII4moreelIDIRPOPOrmaserilrorrarnmamer l• SOIL PS.F7 FY.c4Z Z. ALL //CU 1 COW FORM ek.C. I 6 1 SB .3. 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