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HomeMy WebLinkAboutPermit 6668 - Boeing #21-05 - Storage Racks6668 91-235 boeing #21-05 3417 south 120th place rack storage Permit 6668 - Boeing #21-05 TYPE OF CONST.: Racks UBC EDITION (year) 1988 SETBACKS: N- S - E- ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA W- FIRE PROTECTION: ®Sprinklers Detectors O O NA UTILITY PERMITS REQUIRED? Yes O ADDRESS P.O. Box 3707, M/S 46 - 87, Seattle, WA (through Public worksl ©No ZONING: BAR/LAND USE CONDITIONS? (] Yes © No CONDITIONS (other than those noted on or attached to permit/plans) r -•• • ' erui Boeing . .1., 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 CONTRACTOR Boeing PHONE 544 - 2975 ADDRESS P.O. Box 3707, M/S 46 - 87, Seattle, WA aP 98124 - 2207 WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATE N/A ARCHITECT Boeing PHONE 544 - 2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA aP 98124 -2207 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: PROJECT INFORMATION SITE ADDRESS PROJECT NAMEITENANT Boein /121 -05 SIGNATURE: CERTIFICATE OF OCCUPANCY NO. UoloS 1-5 3417 S 120 P1 PRINT NAME: e �. V / s permit shaft became null and void ii s or if the workis suspende BUILDIt3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION; >' ::: BUILDING' PERMIT FEE: : :: BU.ILDI NG' SU RCHARGE TOTAL' FEES. • :AMOUNT : PLAN CHECK NO.: SUITE # VALUE OF CONSTRUCTION - $ 10,000.00 ASSESSOR ACCOUNT # 102304 -9069 U TYPE OF New Building g Li Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: Qx Rack Storage O Reroof O Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Bolt down seven sections of canciiever storage racks. CODE COMPLIANCE. USE FLOOR SQUARE OCC. FEET LOAD T SQUARE FEET OCC. SQUARE OCC. LOAD FEET LOAD SQUARE FEET OCC. SQUARE OCC. TOTAL LOAD FEET LOAD SQUARE FEET TOTAL OCC, LOAD APPROVED FOR ✓ ' ` BUILDING ISSUANCE BY: ,l,t /�,� OFFICIAL DATE: 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 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: of commenc or a period o DATE ISSUED: VS ;from. the dat o st l nspecto COMPANY: • 91 -235 w�t 80. PERMIT NO. CONTACTED .--- 1--e_Y ri DATE READY DATE NOTIFIED � (0—D-1 BY: �/ (init.) — 963 PERMIT EXPIRES 2nd NOTIFICATION 3 RD NOTIFICATION BY: (init.) BY init . AMOUNT OWING _ , /) t „ l L/ PLAN CHECK NUMBER 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 FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE 000. SQUARE OCC. FEET LOAD FEET LOAD SQUARE OCC. TOTAL TOTAL FEET LOAD SQUARE FEET OCC. LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REQ MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: UBC EDITION (year): :;:::........ . PA BUILDING - CONSULTANT: Date Sent Date Approved - initial review w -u t S 9 ROUTED) (FIRE FIRE PROTECTION: Sprinklers O Detectors ( N/A RE DEPT. LETTER DATED: G - z y - '9/ INSPECTOR: sf 3 INIT: O PLANNING O PUBLIC t1`'- r. WORKS 0 INIT: O OTHER REVIEW COMPLETED INIT: INIT: BUILCDINGIERMIT APPLICATION TRACKING ZONING: iBAR/IAND USE CONDITIONS? (Yes (1 No REFERENCE FILE NOS.: 6:4 BUILDING - t I ` I p, lj -71 9 NPEOFCONSTRUCTION: final review b ( - t j <DESC.RI P.TI O . : :'.R s': AMU NT'vf: R.C P30,#.1 VRIDA':T.E :;k B 11ICD I NQ ` P.ER M IT•2 FEE;: >::> <.:2:<:<` >_� <: �.:. :., �.<.,. .: >:> ' .:::>Y.'•. .< ,::•. >.; >.:',<;:.i: i :3f•:•2 :Sl:,.. : ::: :: ':g pL`AN'CHECK�' FEE €::::•.F.:.. _.: : ::ii:: >. j: ,ri,.: •: <i:k:5i<v "[:i::::: =J: < :t i :ii '�,.. .................. ..�...:..,:. .„..: ::4'i <F::ii,;: 4: .:0: ? } %i :��T:ti iN:,':"•., ,.:A•:n:i•i�v�r • ... <i BUIGbINa• SURGHAEt:Ge 4.., • :�' ;•, :. 'F : i > v::;$i^.f,`'riS '. ,Y }• >!,:. at`S'ir, S,ii, Y .};:i...i ; .y ;;; - : ,, ENERGY;SUFtOHARG�< CONTRACTOR BOEING ADVANCED SYSTEMS � } :<.�� : :ifi:s; > t: {; }i•• I ::':: ;i , �;::: �. n . ': i+i3. • Y.' . ' 4'< % :2; Y • {,. .i 4Y. f • ..5 u : ' • i. i! >:i:i: :; ? ,L } PHONE (206) 544 -2931 ADDRESS P.O. BOX 3707,M /S 46 -87, SEATTLE, WA ZI P 98124 -2207 SITE ADDRES UITE # 4 , , 7r VALUE OF CONSTRUCTION - $ 10 �0D .--• . MARG _ , •, .. r / - 05 PROJECT NAME/TENANT -3 ( 5 &tj I BOEING ADVANCED SYSTEMS ASSESSOR ACCOUNT # 10 3t.t.{ Off'` TYPE OF New Building U Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: +f301,77" p IvW (i) 5 ' 4 ty a chiv,7' to,0 5irm E6 c4.4 :. f A. O p L O 4 o� / / L. tin 516.N4 BUILDING USE (office, warehouse, etc.) tip ' e NATURE OF BUSINESS: AIRPLANE MANUFACTURING WILL THERE BE A CHANGE IN USE? Isl No Li Yes IF YES, EXPLAIN: • • SQUARE FOOTAGE - Building: Tenant Space: • Area of Construction: 400 S •, WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 'No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING ADVANCED SYSTEMS PHONE (206)544 -2-901 ADDRESS P.O. BOX 3707, M/S 46 -87 SEATTLE, WA. ZIP 98124-2207 CONTRACTOR BOEING ADVANCED SYSTEMS PHONE (206) 544 c-93t ADDRESS P.O. BOX 3707,M /S 46 -87, SEATTLE, WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT � BOEING ADVANCED SYSTEMS PHONE (206) 544 -2931 ADDRESS P.O. BOX 3707,M /S 46 -87, SEATTLE, WA ZI P 98124 -2207 ' + ': i a :., i Y z: i< >: o-. .2.. � iw �((,,•��,�.1yy , ::<' R.. ; ;.•!., :��i�itil.Ml��+�•6. �•] .1 �• ,.. ...: ..,.,....: :. a .,s..;.,.:....,:.:..;�..�5! �.. . \: Y1 ` . : iS ;.ui: Y. I...'; .]:. : ?y : } #:2••; b • : >xi, :% �� � �� ;<!.t:: I�t I1t� t�t3.�if�C>:�.',•',,;,��:�:: �!:' .:N'� :.f�I~C�,.,: , .. »� A fvl t J�l' :: .,' ' ' :s ' r .:. ' : T r:a "'v;i ; t.' ?%.: 4 EO t�.�'.,...d, S:� ::' :.. f? C .: (7N... N � �< � • O.UY �T ::.S A ". � � : ..,EXAa:�.IN�.p�:`THI..,A�' :a:. e .,. ('�.t� . ,..�. ::<2. .:.. :.......: .. }.,q. ,:...:. .,: ,:.. .,�7�: .^.•F ..i 1 �.;. .:.. • i,. k • }�. F,. { 3 •3.. �42:: ¢:i�i! #.,,,';' • .> ¢., f .. S$ EJ2 :'h3 r >St n vY t #: 3 a;:, Y':: ., r•S5. K :�',:Tii a: :rri r ? r?;a,;.:..: .... ..:.. �`C?r:At?..�!„Yt=O :;.y'f:lf . }.� p.. `�....���....� .� ! 3> . ...: >�' ...,.. , .F�.... ...(?. ... ...... ... .., , BUILDING OWNER AUTHORIZED AGENT SIGNATURE DATE PRINT NAME TERRY PHONE (206)9#4="2"731' ADDRESS P.O. BOX 3707, M/S 46 -87 SEATTLE, WA. CITY /ZIP 98124 -2207 • � ,yr CONTACT PERSON TERRY NE HHI60N • PHONE (206) 544 - 2 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 z.0 3 Vv,ofro PZl •A71t7 N � :'7V1 US . E AP C . T `OM PLET FILLED OUT .. B BUILDlr PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure1mi I 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 433 -1851 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 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 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o3/3O,a0 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: lime 11 �'Q - 13(A - -e5 DATE: `YU n-.- U2 , SUBJECT: RO!LK st ar O3Q vv x u n-euu k ok Rou.6 &la X MEMORANDUM Sa(4 tO S.qco So 1 -Ao - 7 PHONE # (206/ 433.1800 Gary L. VanDusen, Mayor ScRo PROJECT: iiOWY1- % - 4 I / , PERMIT NO. • ♦ / r SITE ADDRESS: *t'I • I P DATE CALLED: - Mal TYPE OF INSPECTION: 1O1 , U. ,4A.,r - DATE WANTED: -- .. . ,,, SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: I ,_ & r INSPECTION RESULTS /COMMENTS: 373 - ,5047 r4A. , • . b cam.. / gfr-a I INSPECTOR: O PP- / DATE: 2-45 -1 / CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 ' l7ea•.NL�Wi- �4,.itA:h.....p..r" City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: 4 Pre-Fire: Permits: Authorized Signature Jl . , r TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection '/ Approved without correction notice Approved with correction notice issued Date FINALA.PP.FRM T Gary L. VanDusen, Mayor Control No. Permit No. Project Name '6. e*, Address M ; .0 «� r,. f Suite # • fl r JUL 2699i /• • (tI Yt3F it8r� ,�tLfF Forte A4a lcs'f5r4r ., CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -235: Boeing #21 -05 3417 S 120 P1 PIION1i 11 (206) 433.1800 Gary L. VanDusmi, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME FART f THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER O11 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. 3. 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. 4. All structural welding to be done by W.A.B.O. certified welder and special inspected..(Sec. 306, UBC). 5. All high- strength bolting to be special inspected (Sec. 306, UBC). 6. 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). 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. "X" REQUIRED INSPECTIONS PHONE 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 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 X 11 Bolts 431 -3670 X 12 Welding 431 -3670 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 - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3417 S 120 St PI BUILDIICG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: PROJECT: BUILDING PERMIT NO. (oLcLo DATE ISSUED: Boeing #21 -05 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 underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximatey 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. 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, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/1440 PLAN REVIEW COMMENTS -}- Plan Check No.: C 1 � " Project: EDtE i'h� � -� ( INSPECTIONS 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 - 4722). 3. 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). 4. 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. 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. 7 All structural concrete to be special inspected (Sec. 306, UBC). l!� All structural welding to be done by W.A.B.O. certified welder and special ✓ inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). 10. 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 (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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. 14. 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. 15. 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. 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 desired Inspection date. On work requiring Health Department approval, it is the contractors 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. Section 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. 25. A Certificate of Occupancy will be required for this permit. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. insulation 9. Suspended Ceiling 10. Wall Board Fastening )4. 11..30(,7'5 12. W1.-Dr N6 13. 14. Fire Final 15. Planning Final 16. Public Works Final ..) 17. Building Final PLAN REVIEW COMMENTS -}- Plan Check No.: C 1 � " Project: EDtE i'h� � -� ( INSPECTIONS 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 - 4722). 3. 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). 4. 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. 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. 7 All structural concrete to be special inspected (Sec. 306, UBC). l!� All structural welding to be done by W.A.B.O. certified welder and special ✓ inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). 10. 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 (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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. 14. 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. 15. 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. 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 desired Inspection date. On work requiring Health Department approval, it is the contractors 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. Section 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. 25. A Certificate of Occupancy will be required for this permit. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. BOEING MILITARY AIRPLANES 21 -05 BUILDING COLUMN LINES C -6 & E -6 STRUCTURAL CALCULATIONS FOR CANTILEVER STORAGE RACKS JOB #D1320311 May 16, 1991 W. E. Peterson The Boeing Company Developmental Center Seattle, Washington CIS 0V WOO VOI k-azt sac u k P = gravity load + 10% impact per Boeing Stds. � °u '" G 5•tO • R e DVL71 oi\I Fi4�7'b ft P Flo - 1` P allow = 52800+32=1650 100+110 - 1500 # based on bending stress i - A = 1 .5x32x32 =6= 30000 +3.32x 1 12= 0.287871483 "= pffFL,EC. =• war. �3k 'Pl5±-L-11 L/A = 48x2 - .28787= 333.4838642 > 180, so O.K. O . 2�71104 UPRIG -WT; There ark BMA Facilities Seattle, Washington 32P910515 CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849, 9.51.2 BG 12X W12u31 S CORRECTION: = 2+ 3x48 = 31.99999999 ", or 32" DL per arm = 5 +5 +1 +1 +1 =13 DL upright = 14.8x31 =458.8 10 arms, so total coKK•EG• Q 3 4.2 = 3.9-5 in3 fb = 480 Planning . kchilechrre Engineering M on upright 000+ 343:•5= x4.1 =53.3 # So factor for bending = O, Ga 1+ & 1I . a, 3 0..,.. +..1_ < -1.0, so still O.K. OD No. D1320311 DESIGNED BY: OME: Wm. E. Peterson 5 -15 -91 APPROVEO BY: STR.i1' CA LC LTL.AM I C?N : 4oR 2 C 1 - *t.45 CANTILEVERS ARE 2- C3x4.1 w/ S =1 1x2 =2.2 in3 & I = 2x1.66 =3.32 in4 :1 c M allow = 2.2x24000 =52800 #" 114 2 C- M arm = 2/3 x span to c.g. of uniform loading per Boeing Stds. 4 + S PAks -b) 32 = 528000 480000 #" 4 03S'. l PS 3 psi P dl = 53.3x10 =533 +458.8 =991.8 , say 1000# P 11 = 1500x10:15000 # AfE/4"Thf Ile)/Z/49 P tl = 16000# so fa = 16000 +%444= psi Unbraced lengt 71" on weak axis & 2.1x13.75x12= 346.5" on strong 4 -r�5 4fr ' Q38961 1÷ ' Q38961 &t 346.5= r'i- ''- 67.G75784 -25 ' as, 3 Fa / �- 6- .9 ks} zom AI $G 1 LE 1 °30 4,03c D,rq ' 2,0/2 4 ( 0,►2 INTERACTION: 141-4-6+24=4.:496-26 & 1.0.7.6+16-.-/= 19 9-MET NO. 1 / 7 i 1 PE,iZ 910 PfSo - !¢3x2 LAN 1a-to. 4 t zKz. 6,o-7 ry = .1.62- 0, o,iz 0,71 '*`� Ea. tea. 'r b �b M dl arms = 53.3x2 =106.6 x10 =1066 irtl M tl = 1066x 12=12792 �}^') f�(p/O 1414 6 4.93:4.8x _ 0,5-23434-2499 r d r NC 1rE:: CALCULATIONS ARE BASED ON AN ALLOWABLE ARM LOADING OF 1500# UP TO SHT. 5. WHERE IT'S REDUCED TO 1200# DUE TO SEISMIC SIDE LOADING. IT HAS BEEN REDUCED FURTHER TO 1000# AS SHOWN ON THE DRAWING FOR OTHER REASONS. 1) IS DUE TO THE LONG PERIOD OF SERVICE THE RACKS HAVE EXPERIENCED. 2) IS DUE TO THE FACT THAT M NOT KNDwr( it CONST. WAS $0PEf V15E.f3, BMA Facilities Seattle, Woshington CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849, 9.51.2 BG .„ M Plowing Arrhitectura Engineering S'I'�2UCTU CALCL7LAT Z or..? ARM Vi xhi :M = FACTOR xV =Fi • 32P910515 JOG No. D1320311 DESIGNED 8Y: Wm. E. Peterson APPROVED BY: REF. DWG. 121- 005 - 1000 -S -59 FOR DETAILS: .,�. T = C = 52800+11.75=4493.617021 # ARMS TO FLANGES OF LOAD PER INCH OF WELD = 4493.6 =3 +2= 748.9333333 # < 185 CLEATS ARE O.K. BY INSPECTION. SEISMIC: REF. 1988 UBC section 2724, 1988 UBC STD 27 -11 SECT. 27.1108 (e) 2. V = ZTKCSW Z = 0.75, T _ 1.0 CS ••0.14 & K = 1.33 for X = 1.0 frame V _ 0.754141.3340.14 - 0.13965 or 0.14W for X -b 0.105W frame a V -4 0.14416000 =2240# /upright & = 0.105416000 = 1680 # / DISTRIBUTE LOADS PER UBC STD. 27- 11(e)2 Ca ■ SUM hi = 3.65+1.35 =5 +1.28 =6.28 +1.28=7.56 +1.28 =8.8 -10.12 +1.28 =11.4 +1:28 =12.68 +1.28 =13.96 +1. = 3.65 +5 +6.28+7.56 +8.84 +10.12 +11.4 +12.68 +13.9 =94.73 4168 = 15914.64 P/upright for frame act =94.73x22442= 42439.04 #' /2- uprights for X -brac xhi 10 1684 i'S:. ?4:15914.64= 0.160878285 *1680=270.2755188 x15.247 9 168x13.96:15914.64 = 0.147366198 *1680=247.5752126 x11.96= 8 168x12.68:-15914.64 = 0.133854111 *1680=224.8749064 x12.68= 7 1682411.4 _ 15914.64= 0.120342024 *1680=202.1746003 x11.4 =2 6 168410.12_ 15914.64- 0.106829937 *1680=179.4742941 x10.12= 5 168 -8.84 +15914.64= 0.09331785 x1680- 156.773988 *8.84 = 4 168x7.56 _ 15914.64 =0.079805763 x1680= 134.0736818 *7.56 3 16846.28 : 15914.64= 0.066293676 41680= 111.3733756 46.28 2 168x5 _ 15914.64= 0.052781589 41680 =88.67306952 *5 -. 1 16843.65 _ 15914.64 = 0.03853056 41680 =64.7313408 43,65 = SUM 1680 =1680 OK =1680 OK SHEET NO. Z / DATE: 5 -15 -91 WELD TV WELD UPRIGHTS. 6 #, O.K. to be used. - bracing action racing ction upright. .ARr•1S 4 + 1.28 28 =15.24 6 +15.24 ion. ing. = O.T.M. 4118.998 3456.149 2851.413 304.7904 1816.279 1385.882 1013.597 699.4247 :443.3653 236.2693 18326.3 #' P BMA Facilities Seattle, Washington CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849, 9.51.2 BG Planning . Architecture Engineering 32P910515 JOB No. D1320311 DESIGNED BY: Wm. E. Peterson APPROVED BY: S 1EET NO. 15/ 77 DATE: 5 -15 -91 ST R.UGT JI AI,, CAI_,CL.TLAT I ODef.3 A support beam = 6.5x7x12 =546 in' OW/ P RIN4 S = 6.5x84x84 +6 =7644 in3 ( Il ) P/A = 16000+546= 29.3040293 psi fb = 18326.3x12 +7644 =28.77 psi Max. comp. stress = 29.3 +28.8 =58.1 x144= 8366.4 psf There will be additional loading below the shelves, but the grid system bearing on the floor is more than enough to offset it. The grid will also distribute the loading to the floor. The critical loading is at the tapered end of the bot. beam. Bending in bot. flange. w/ span = 6.5 +2 -3.25 -.625 =2.625 M = 58.1x2.6252.625-2=200.1726562 It' T- -' S - O,& j x . � D 6= 8— ss4+�66�446 in3 f b = 200.173+ pW =1 � < 27 , 000x 1.33 OK Bending @ M max. @ joint.between upright .& bot. beam: M = M tl (bot. sht. 1) + OTM (bot. sht. 2) 41066+18326.3=54192.3 r 95 fb = 59392.3x 12+ =1•HH Gas? psi INTERACTION: Z N: From bot. of sht. 1 5' a A x-3.9 can an take full moment w/ iinbraced length of &r6' per AISC "ALLOWABLE MQMENTS" TABLE. - 812AGiN4, AMQVATT 13y INSF', s. En bending 140. 1 0,87 4o.I1 0 SUM = wo-- + ..4-} = .86 q < 1.33 OK Per DWG. 021 -005- 1000 -51 of 34, the slab is capable of a 20,000# point load. From sht. 1 Ptl = 16,000# < 20,000 #, so O.K. 90 CONNECTION @ BASE OF UPRIGHT: ai r S for 2- 12 "xi" plates = 144-:6 =24 fb =59392.3x122.4=29696.15 psi < 24000x1.33 =31920 psi. O.K. T =C = 59.4 K, Load perin. weld = _ 59.4 +12 =4.95 _ ) ' fv = 2 4. 9- � .4 =1 �5 < 14.5x1.33 OK Z- 51°64 :4 41 2 INi [F Ptl is additive to weld. which Is possible. C = 16 +2 =8 +59.4 =67.4 . Load per in. weld = 67.4+12+2 =2.808 STILL O.K. BMA Facilities Seattle, Washington CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849. 9.51.2 BG I. , tronq axis strut = 1.43x5.65.6=44.8448 +.272+. +67.4= 112.2448 S " fb = 2.48x12+ 20.043= 1.484807663 BALANCE OF BRACING OK BY INSP. Planning . kdtitecture Engineering 32P910515 = 112.24:-5.6 = 20.04285714 JOB NO. D1320311 Dt:9GNm Br. Wm. E. Peterson APPROVED BT: r together at the intersection. So L/r = 281.7 +2 =1 Per AISC 1.8.4 L/r can be 300>281.7 for bracing. SHEET NO. 4 / 7 5 -15 -91 SaT RUC9PURAY L OI f 3 : V "4, a . 1 661144, ff &i P)ZAME COfF, TO FEACIF 6015i Fi X- Bracincx = )0.14+ 0.10512= 2.666666666 x Fi as shown on sht. 2. �. • DER -T'5 I•NVOLVX.D Load to top strut - 1 270.3+247.6+224.9,=742.8 x2.67= 1983.276 # r �--- - - '-- TRIBUTARY 5.14-E L. 4 X FACT OK r weak axis is based on the composite section; 41/4 SUM A about bot. of Ls : 4.49x2.634 = 11.82666 .715x2 = 1.43x1.431 = 2.04633 L SUM 5.92 in' 13.87 in3 577 OM N.A. = 13.87 +5.92= 2.342905405 " I = 1.43x.912x.912= 1.18939392 + 4.49x.291x.291= 0.38021769 + 0.272 +0.272 +2.28 =2.824 SUM I = 1.19 +.38 +2.2:324 =4.394 I/A = 4.394 =5.92= 0.742229729 & r = 0.86 L/r = 7x12=0.86= 97.6744186 Fa = 13.3 ksi per AISC TABLE 1 -3 to = 1.983 +5.92 =2= 0.167483108 ksi w dl = 15.3 +2.44 +2.44 =20.18 M = 20.18x7x7 +8= 123.6025 #' S = I/c 7 4.394_ 2.343= 1.875373452 fb = .1236+ 1.875= 0.06592 ksi BENDING DUE TO SEISMIC LOADS ON ARMS: 111' M = 1983.3+2x2.5=2479.125 #' L0_M 272 INTERACTION: 0.17 +13.3= 0.012781954 & 0.07 +24 = 0.002916666 1.48 +24 = 0.061666666 NO PROBLEM TENSION ONLY BRACING: T = 1.9833x9.25-:7= 2.620789285 KIPS L/r = 9.25x12+0.394= 281.7258883 except that they are welded 40.85 r Planning . Architecture Engineering BMA Facilities Seattle, Washington CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849. 9.51.2 BG 32P910515 JOB NO. D1320311 DESIGNED 8Y: Wm. E. Peterson APPROVED 01% ST RI3 CTLIr2AL CALCULAT 2 O•S : SIDE BENDING IN ARMS DUE TO SEISMIC: From sht. 1 M allow = 52800 #" Mdl = 106.6x12= 1279.2 #" M 11 = 52800 - 1279.2= 51520.8 P allow - 51520.8432=1610.025 x100+110=1463.65909 # .F lateral = 0.14:0.105x270.3 = 360.3999999 # M lateral = 360.4x24= 8649.6 fb = 8649.6+.202+2=21409.90099 psi M vertical= 1463.7x24= 35128.8 #" fib = 35128.8+2.2=15967.63636 SHEET NO. 5 / 7 DATE: 5 -15 -91 INTERACTION: 21.41_24= 0.892083333 & 15.97_24= 0.66541666 SUM = 0.89 +0.67 =1.56 ' 1.33 N.G. P allow = 1.33= 1.56x1463:7= 1247.898076 say 1.200# per arm. This is based on the load c.q.'being at 2/3 of full span for LL + DL and at i of full span for seismic. CHECK. TORS ION ON THE UPRIGHT FROM LATERAL SEISMIC ON THE ARMS: Critical at bottom. Trib. from arms 1 & 2. see sht. 2 64.7 +88.7 =153.4 x.14+.105=204.5333333 11 1 M = 204.53x2.5 = 511.325 #' T =C = 511.325+1=511.325 # M flange = 511.325x2= 1022.65 #' fb = 1022.65x12_ 5.63 42= 1089.857904 psi CHECK T = C & I3ENDTNG DUE TO LATERAL SEISMIC: - . 14 :• . 105x 7.x'18.:33 =48.13 7999999 = 48.9:-7= 6.985714285 K. V = . 14= . 105x 1 .,68x 2.4 .47999999 K Assuming simple vert. span M = Pab /1 = 4.48x1x6.3:•7.3 6.19 K' Ertl = (from sht. 1) 16000+6986=22986 # to = /.2.99 % . 95 2.88 ksi fb = 6.19x12 =5.63= 13.19360568 bracing + 1.09 tors. + 14.4 sht 1. = 28.68 ksi 1NTF.RACTION: fa /Fa f fb/Fb = 2.88_ 16.6 = 0.173 t 28.68-:24 =1.195 t,3�8-C b3 T 9 1..1 o kJ = ; g ,c 14C L1 = I �- Z 'S t > 12oc (5 Ee AEoYY CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849, 9.51.2 BG amRUC TURAL. ti 1_ Z ONES : �1 1 Y grzr Check overturning in frame action direction; *W CHECK O.T.M. w/ top shelf loaded only. V = F = .105x1.2 =0.126 K 11 O.T.M = 0.126x15.24%1.15 = 2.208276 K' per UBC STD. 27.11 (g) 1. + 1000+16000x18326.3=1145.39375 or 1.145 K'dl ( from sht2) SUM = 2.208+1.145=3.353 K' .86T, tsa�D a ! : . S' P dl =(From sht. 1 )-0►1 00 +170 +82 +293x788 =2333 # "F 1,260 � Co t7l PlA'I h .mil LONG...` 01. CHECK,,F:OR OVERTURNING: V. S. - 1 . ti Per Same sect. UBC STD. O.T.M. w/ F.S. = 1.5.43.353= 5.0295 K' 2 +7644= 0.007896389 ksi O,GOfp5" 546= a,w4aaassa. ksi a;53 2 c ice,, KS % 6125'',AIS oR, iSF 0 F/2-011 k OF 5143 fb = 55..�0�3x1 fa = 3- et = 5.03+-2 '3/5'3 •3. 33 0.77s U.T.M. FULLY LOADED w/ P.S. = 1.5x113.376= 27.489 Pt] = 15 +2.33 =17.33 K fa r 17. = 0.03173992E ksi .fh 27.4902+7644=0.043155416 ksi resultant. outside middle 1/3 . 1 e 27.489:17.33=1.586208886 ter 11_11>L3: ' 5 7*Z)(12 ?4 6, S" _' O 0774 o R 774 Ps( 507 3 --*► Jiro '5"T7t( D. g • JOB NO. D1320311 DESICrIED DY: Wm. E. Peterson APPROVED 8Y: sHEET NO. 6 / -7 DATE: 5 -15 -91 resultant outside middle 1/3. K' (see bot. sht.2) BMA facilities Seattle, Washington • Planning ti• .` Architecture Engineering • 32P910515 BMA •Facilities Ong Architecture ingineering Seattle, Washington CANTILEVER STORAGE RACKS 21 -05 BLDG. @ C -6 & E -6 PROJECT: N. PEDERSEN @ 4 -7849, 9.51.2 BG 32P910515 JOB No. D1320311 APPROVED BY: STRUCTURAL, CA LC LTLAT' MOWS : Check for overturning in the X- Braced direction; DESIGNED BY: Wm. E. Peterson O.T.M. w /F.S. FULLY LOADED: .14:.105x2x18326.3 = 48870.13x1.5= 73305.2 #' T -C = 73305.2+7=10472.17142 # Ptl = 17.33K UPLIFT = 17.33- 10.472=6.858 COMP., NO UPLIFT O.T.M. w/ F.S. TOP SHELF ONLY LOADED: '0:14 0.105x7..x1:15x18326.3 =3 ?.58.008887 #' DL only. V = F = 0.14x1.2x2 =0.336 K live load only O.T.M. = 0.336x15. 24x1.15= 5.888736 K' per UBC STD. 27.11(g)1. SUM = 3.26 +5.89 =9.15 K' T = C = 9.15:7 =1.307142857 kips Ptl = 3.533kips > 1.307 kips, O.K. ANCHOR BOLTS: Vtotal max. =17.33x2x.14- 4.8524 kips Coet. friction rey'd = 4.8524417.33 +2 =0.1 SHEET NO. 7 DATE: 5 -15 -91 VERT 4116 Per P.C. I 6-10 Table 6.1 .l. the coef. of friction conc. to steel is 0.4> 0.14, but if greased it can qo down to as low as 0.08 to 0.12 < 0.14. The Bldg. Dpt. requires "lags" tn.any case. V/ corner = 4.8524 +4 - 1.2131 kips Per ICBO Report # 4627, 1"0 KB -II w/ 2*" min. embed. ALLOW 1.5K > 1.2131K, this is w/o a stress increase. The holes are 1 "0, So use Am. Nat. Std. Tvpe B series N washers to fill up the hole. O.D. = 1 "0 x .063" thick City o f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -235 (513) Dear Sir: June.25, 1991 1. Maintain fire extinguisher coverage throughout. 3. A permit is required for storage of high -piled combustible stock. An application is enclosed. (UFC 81.103) Gary L. VanDusen, Mayor Re: Boeing Company Building #21 -05 - 3417 South 120th - St-, -e'et p lo�e- The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 2. Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet in width will require the installation of sprinklers thereunder. (UFC 10.302) 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) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Seca 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor separations are required per Uniform Fire Code - Article 81. Smoke removal capability shall be provided in buildings used for the storage of high - piled. combustible stock and protected by an automatic fire - extinguishing system and shall be designed to provide a minimum of six changes of air per hour at. 100 percent exhaust to the outside. (UFC 81.107a) CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVIEW PROJECT: ADDRESS: � ---- DATE: e 1 18, tc-ti 3 ?C l 17 a. lc. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: ■il■ . •t 14 -01 FROM SEATTLE-TACOMA AIRPORT ADO PALLET RACK k t E'LW4O 1901050 -02 AOo (7) CANILEVER RACKS 01320311 PETERS PETER 599 TUKWILA •.p „4; n....Ce4a!��'.>a'4f �fJY,.p� #1 {:74f EXIT 157 -- .:.ra^..* W`:§fC 3" ^ ri:�"Jfi ?S"x5.;tr, +w..:par✓..s 7r.s REVISION • - EXIT 157 APPROVED 111 I I I 1 I I I'm' 0 16 THS INCH 2 NO SCALE LF 03 61 I!illilJ JIH11! lIittiiiI ;IIIIItfIIIIIIiIIIIIII!I 1'".t ?w•. i_ +.t:x`..�',,,'J.Y iS'�'a'!.- ,,..M1r= :rr.�R6- "�•. Q AUBURN, WA ❑ EVERETT, WA ❑ KENT, WA El PORTLAND, OR RENTON, WA M SEATTLE, WA el L 9t 91 4 71 et 1111111H 111111111 1)1111111 CONSTRUCTION SEF OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MEN , ONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS 10 BI APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED 'REVISED WORK. PROJECT CHECKLIST OD BRIEF PROJECT NARRATIVE ADDITION OF (7) T- 0 "x8' -0" CANTILEVER RACKS• J THESE DRAWINGS CONFORM FREE CODE AS ADAPTEDORTAMENDEQ 1988 U.B.C., U.F.C., U.P.G., AND THE 1990 BARRIER BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. IX COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. CG ENGINEERING CALCULATIONS`( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B TABLE 33 -A. I%] BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNlCAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY . 2 COPIES OF LEGAL DESCRIPTION 2 SETS ` OF WORKING ORAIMNGS I 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS • w .+, ' 4 1 z i , t / 4 „ , + .:r^` 3' >t „+. j s.,4 ' .. 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I I I I I I J J I I I I I ` 111111111 I I 1 I I I I I ' I I I I I I Ill ,I I I III ! I I 1 � I I III 1 I 4 5 5 7 8 9 MAK IN Gemara 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Et - tt 01. 6 e IIiIIIIIIIIIII IIi�iIiiIIIIIIIllIIIIIIII APPROVED Or I I I I I I I I I I I I I I I I I I I I I I 1111111111`I I 10 11 IIhII tUIHiilIl!IIHH :SJt C'.r.dS''•* h.l:x..i�kw DEPT. 4 14 91 ACCEPTABILITY THIS DEVON AND /OR SPECIFICATION IS APPROVED d "...w�ti:::: 4/14/91 �XxIV�+ew�s +i FILE COPY LASr REV'SON SHEET SYMBOL ` DATE •rr 'c:5 , 'i LONG COUNTY AIRPORT arra CENTER (FAA) VICINITY MAP FROM DOWNTOWN SEATTLE Z o 0 900 cri - 1 BO1NG DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 121 -02 T AREA MAP 1 -01 BLDG. 21 - -.01 ADDRESS: 3417 SO, 120TH PLACE SEATTLE, WA (EAST MARGINAL. WAY CORPORATE PARK) i GENERAL NOTES LAND USE CODE CODE REFERENCES' --- 'OCCUPANCY GROUP FLOOR AREA (ACTUAL) STORIES: n>Lr: CODE SUMMARY BUILDING FOOTPRIN 98,000 SF FIRE PROTECTIONS FULLY AUTOMAIIC,' WET PIPE THROUGHOUT SEISMIC ' ZONE 3 FIRE ZONE 3 PARKING PROVIDED 739 PARKING REQUIRED 725 TITLE SHEET ARCHITECTURAL MASTER 7 1.9112.Q4Ull AL L • SePeClAL. " 'OL I understand that the Plan Check approvals are b1ect to errors and omissions and approval of su 1 plans f' ���. fans does not authorize the violation of any adopted code or ordinance oipt of con - tractors COPY of a moved p18 By Date Permit 1968 UBC UBC KING COUNTY /TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWLLA B 2 OFFICE /WAREHOUSE, NO CHANGE IN OCCUPANCY NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. D.C. RECEIVED CITY OF TUKWILA JUN 0 6 '1991 PERM{TCEIUTER DRAWING INDEX SHEET NO. DWG. No. SHEET TITLE SHEET N DWG. No SHEET TITLE Al 21-05-Al TITLE Al 121- 005 -1006 ARCHITECTURAL MASTER - PLAN Al 121- 005 - 1008 ARCHITECTURAL MASTER - PLAN N S59 121- 005 -1000 PLAN, SECTIONS & DTLS 1 32P910515 CALCULATION SHEET 2 32P910515 CALCULATION SHEET 3 32P910515 CALCULATION SHEET 4 32P "9105 32P910515 CALCULATION SHEET 5 32P910515 ' CALCULATION SHEET 6 32P910515 CALCULATION SHEET 7 32P910515 CALCULATION SHEET 8 32P910515 , . CALCULATION SHEET " 9 32P910515 \. CALCULATION SHEET !3 10 32P910515 CALCULATION SHEET 11 32P910515 CALCULATION SHEET 12 32P910515 CALCULATION SHEET 13 32P910515 CALCULATION SHEET Z 14 320910515 CALCULATION SHEET •t 14 -01 FROM SEATTLE-TACOMA AIRPORT ADO PALLET RACK k t E'LW4O 1901050 -02 AOo (7) CANILEVER RACKS 01320311 PETERS PETER 599 TUKWILA •.p „4; n....Ce4a!��'.>a'4f �fJY,.p� #1 {:74f EXIT 157 -- .:.ra^..* W`:§fC 3" ^ ri:�"Jfi ?S"x5.;tr, +w..:par✓..s 7r.s REVISION • - EXIT 157 APPROVED 111 I I I 1 I I I'm' 0 16 THS INCH 2 NO SCALE LF 03 61 I!illilJ JIH11! lIittiiiI ;IIIIItfIIIIIIiIIIIIII!I 1'".t ?w•. i_ +.t:x`..�',,,'J.Y iS'�'a'!.- ,,..M1r= :rr.�R6- "�•. Q AUBURN, WA ❑ EVERETT, WA ❑ KENT, WA El PORTLAND, OR RENTON, WA M SEATTLE, WA el L 9t 91 4 71 et 1111111H 111111111 1)1111111 CONSTRUCTION SEF OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MEN , ONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS 10 BI APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED 'REVISED WORK. PROJECT CHECKLIST OD BRIEF PROJECT NARRATIVE ADDITION OF (7) T- 0 "x8' -0" CANTILEVER RACKS• J THESE DRAWINGS CONFORM FREE CODE AS ADAPTEDORTAMENDEQ 1988 U.B.C., U.F.C., U.P.G., AND THE 1990 BARRIER BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. IX COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. CG ENGINEERING CALCULATIONS`( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B TABLE 33 -A. I%] BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNlCAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY . 2 COPIES OF LEGAL DESCRIPTION 2 SETS ` OF WORKING ORAIMNGS I 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS • w .+, ' 4 1 z i , t / 4 „ , + .:r^` 3' >t „+. j s.,4 ' .. 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I I I I I I J J I I I I I ` 111111111 I I 1 I I I I I ' I I I I I I Ill ,I I I III ! I I 1 � I I III 1 I 4 5 5 7 8 9 MAK IN Gemara 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Et - tt 01. 6 e IIiIIIIIIIIIII IIi�iIiiIIIIIIIllIIIIIIII APPROVED Or I I I I I I I I I I I I I I I I I I I I I I 1111111111`I I 10 11 IIhII tUIHiilIl!IIHH :SJt C'.r.dS''•* h.l:x..i�kw DEPT. 4 14 91 ACCEPTABILITY THIS DEVON AND /OR SPECIFICATION IS APPROVED d "...w�ti:::: 4/14/91 �XxIV�+ew�s +i FILE COPY LASr REV'SON SHEET SYMBOL ` DATE •rr 'c:5 , 'i LONG COUNTY AIRPORT arra CENTER (FAA) VICINITY MAP FROM DOWNTOWN SEATTLE Z o 0 900 cri - 1 BO1NG DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 121 -02 T AREA MAP 1 -01 BLDG. 21 - -.01 ADDRESS: 3417 SO, 120TH PLACE SEATTLE, WA (EAST MARGINAL. WAY CORPORATE PARK) i GENERAL NOTES LAND USE CODE CODE REFERENCES' --- 'OCCUPANCY GROUP FLOOR AREA (ACTUAL) STORIES: n>Lr: CODE SUMMARY BUILDING FOOTPRIN 98,000 SF FIRE PROTECTIONS FULLY AUTOMAIIC,' WET PIPE THROUGHOUT SEISMIC ' ZONE 3 FIRE ZONE 3 PARKING PROVIDED 739 PARKING REQUIRED 725 TITLE SHEET ARCHITECTURAL MASTER 7 1.9112.Q4Ull AL L • SePeClAL. " 'OL I understand that the Plan Check approvals are b1ect to errors and omissions and approval of su 1 plans f' ���. fans does not authorize the violation of any adopted code or ordinance oipt of con - tractors COPY of a moved p18 By Date Permit 1968 UBC UBC KING COUNTY /TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWLLA B 2 OFFICE /WAREHOUSE, NO CHANGE IN OCCUPANCY NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. D.C. RECEIVED CITY OF TUKWILA JUN 0 6 '1991 PERM{TCEIUTER 4 • to •`5' .. h'= PAit r o r'.0012 F: ;PE PER "[NAP S(ANDARDS• 8' SL;DENG SiiOP GAS:: WITH' LO(',kING` :HASP. (12' yfiur; Cl_r,`,PANCF RF QtUiRLt)). •12' SI I NG SHOP ;;A 1E v'rfii i LOCKING' 'HASP (12' F HGFi CLEARANCE REWIRED). 24' SLIGINC, SHOP GATE' ��,',tr{ LOCK(w1G H4SPR` ..(f IC! rr ++N CL P[QU R[.U) • I J 're s1{ CLEARANCE �..1. i t (2) G' X 12' H;Ch SLIDING DOORS i i:CL.' 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