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Permit 6285 - Boeing #14-01 - Jib Crane
TYPE OF CONST.: V -N UBC EDITION (year) 1988 SETBACKS: N - S - E - © No W - (ThrPubliough c Works) FIRE PROTECTION: Sprinklers Q Detectors [] wA UTILITY PERMITS REQUIRED? 0 Yes ZONING: BAR /LAND USE CONDITIONS? 0 Yes ®No CONDITIONS (other than those noted on or attached to permit/plans) 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA IZIP 98124 -2207 N/A 544-2975 WA. ST. CONTRACTOR'S LICENSE # N/A / 1 EXP. DATE PHONE ARCHITECT Boein Boeing E 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 IZIP 98124 -2207 N/A 544-2975 WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATE PHONE ARCHITECT Boein CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: 1os-o SIT ADDRESS USE APPROVED FOR ISSUANCE BY: SIGNATURE: I CERTIFICATE OF OCCUPANCY NO. ( CoQs5 PRINT NAME: j 4 ' , e ,r/, -- BUILDII{3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE:, PLAN CHECK FEE> BUILDING SURCHARGE OTHER: P.O. Box 3707 M S 46 -87 Seattle WA BUILDING OFFICIAL TOTAL 376.00 :244.00 4.50 624.50, Install new 1 -ton cap. jib crane, platform and safety rails. DATE: /6 yo • :2527 2527 2527 PLAN CHECK NO.: 90 -425 44,000.00 10 '159? F.40:45419.0 ::::1045;40 8620 E Marginal Wy PROJECT NAME /TENANT Boeing 1 14 -01 ASSESSOR ACCOUNT # 000740 -0033 TYPE OF U New Building U Addition (] Tenant Improvement (commercial) 0 Demolition (building) Grading/Fill WORK: Q Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: c'OL)F COMP' IANCI- FLOOR SQUARE FEET TOTAL SQUARE FEET 000. LOAD OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav 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. ggLL COM PANY: 24E, 4/6 /,%O�/ y This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of. 180 days from the last inspection. DATE ISSUED: u reoiw ;. : ;h, . :: ?i4y; :. :.. ' : i:.iiiii:.i::4; ::::.: i i :.. ; .: ii: � ; •ri..4.'y':.; .......:. ii: :i::::i:: !!;n,}•i;: . ?'.: �::..::: .:.. i.: ; . . . .: .. �:.: iii. :.::. ::..n.; •,, :..r:.x: :: r:.•.;n;;U.:::::.; i : .........:... ; . ::::.. ::<; >: ::<:<::: >::::: >: is >:: >:::- ::::: >:;:: >::::,: :::::: BUILDING initial review FIRE )o-IS-q0 � ! p/ / C, p ti ���� ROUTED �/6 yy q p � bas. Appnov� Ul i l� fat• �•nt - r I 0 D I A — _l O (ink.) --�`- 3 FIRE PROTECTION: Inkl re Detectors [] WA FIRE DEPT. LETTER DATED: /D LL Gil INSPECTOR: VL INIT: 4__— BY: (Ink.) (In O PLANNING O PUBLIC WORKS I f �ARIUWD USE CONDITIONS? ( Yes NI No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: P- S- E- W- UTILITY PERMITS REQUIRED? ( Yoe U No PUBLC WORKS LETTER DATED: INIT: O OTHER INIT: BUILDING - final review 1 I � 10�3�v TYPE OFCONSTRUCTION: UBC DITION (year): -,--' k SE, INIT: PERMIT NO. • CONTACTED l Th , �/� DATE READY DATE NOTIFIED r I 0 D I A — _l O (ink.) --�`- 3 PERMIT EXPIRES 2nd NOTIFICATION BY: (Ink.) (In AMOUNT OWING 05 3RD NOTIFICATION BY: (Ink.) BUILDINCPERMIT APPLICATION TRACKING PR E T NAME . 72)3e_in. 4.14,01 SITE ADDRESS PLAN CHECK NUMBER DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. REVIEW COMPLETED SUITE NO. 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) TOTAL • .... TofrAl. SITE ADDRESS SUITE # 8620 E. MARGINAL WAY SO. BLDG. #14 - 01 ROOF VALUE OF CONSTRUCTION - $ 44, 000.00 PROJECT NAME/TENANT BOE ING MILITARY AIRPALANE ASSESSOR ACCOUNT # 000740 - 0033 TYPE OF C..) Now Building 0 Addition Effenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroot 0 Remodel (residential 0 Other: DESCRIBE WORK TO BE DONE: INSTALL NEW 1 -TON CAP. JIB CRANE,PLATFORM AND FETY RAILS BUILDING USE (office, warehouse, etc.) MANUFAC.Tt RING NATURE OF E3USINESS: WILL THERE BE A CHANGE IN USE? tc,A No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 319, 046 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER POFTNG MTT,TTARY ATRPLANES PHONE (Z 6) 544 - 2975 ADDRESS P.O. BOX 3707. M/S 87. 46 - SEATTLE. WA. ZIP 98124-2207 CONTRACTOR PDETNG MTT,TTARY ATRPLANES PHONE (2461 144 -2975 ADDRESS P.O. ROX 3707. M/S 46 -87, SEATTLE, WA. ZIP 9a124-2207 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT rte_ T� NC MILITARY A $PLANES PHONE Ili.) 544 -2975 ADDRESS ZIP • c•. 1 u 4.-•7 SEATTL WA 98124 -2207 • I HEREBY:CERTI i:HA.... D >AND?!*),CAM.INED THIS ° °A..;:p1 t:GA'f ANp TRUE AND CORRECT `AND 1 >AM ' AUT H0.R1ZED: :.' PLY;FOR PE »f MIT , . KNOWTHE: SAME TO BE, : :: >)> >: :.:;. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE �'"� /!r��c..ez , — . DATE 10 - 10 - 190 PRINT NAME TERRY BENNETT PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. CITY; ZIP 98124 -2207 CONTACT PERSON TERRY BENNETT PHONE (2.06) 544-2075 CITY OF TUKWILA Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 MCCORMICK `PLAN CHECK NUMBER DATE APPLICATION ACCEPTED JOB #S00025 -01 BUILDING PERMIT APPLICATION FEES (for staff use only) D,ES.CRiP ON ' ' <_< ::r:AMO.UNT:;:': RCPT # DATE a BUILDING. P.ERMIRIFEE B U ILDI NGrISUR CHARG E:. ENERGY; <SU OTHER. ... : > ry TOTAL APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make suro to till out tho application completely and follow tho 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 Departnu.nt of Comrnunity Development prior to application submittal. Contact the Permit.Qoordinator at 433.1851 prior to submitting application. In all-cases ' a.v�aluation amount should be entered bylhe 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 argent 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 EXPIRES • Sito plan SUBMITTAL CHECKLIST 1. .. A 5 soscor Acwunt Numbor •••••• ....... Two sots (2) of *•?:::::••:;:f . : . .. .... . ;,. . .• .:* • " • " • :•..,c0.N.4.4E,pc .... • • Ohl Wady EM.E N . ;i :::•-;;M::::::: ::: . .:..:...., :: ., .: . omplate ettn app Ucatlon oilci'.: or oath "stiiictOro or ..•:. • ' ..„.,.. • aiistof: . ••.; "••••••,"••••,...: ... et16-. 011 at ) . • , , • . ••• . „ hobo :ICOm . ... • diCci• al . a Waiiii • • ... . . ...... .. . . .. , .... . ......... FIER :•; Complotod . bulkQ • p orrnit 4001icritlon(onO:for,...„ • • .s. . '• " ••••••••:. ..• . being romovod,.anci iirod prior to firnal.insPoction.and • . • • . • .., ■■•••■• •■••••■••••■ ••••••■■ ••■■••■■■••• Si .q :: • •••••::0•:••••;••1:::.;•',.::0".:l.....:0::'•••0,:::to,:::,..,:t propci off0 n" ..„ •••,••• .• II od nicitorfal ' .• • - . • off o( tho porrpll • fiN Hop- Oip...,,,t1:::::; Two. ::::':••••:•;:••••::::. • : • a to tu, gi•s: • • - ng l(1 . • . .... • '. 916 flop; ' .• • • 11) mo itiod 0 .*.;• .777 P.99 F7' " State cons 1.) tri0 ;'. • .1: • • '„ • , - A00000 . includo: ••• " 9 :0:00P•• • .• • .• . • • , • ...9 *:011.090 pottiiit application (olio for oath structuru) ... •••• , • oath strUp(Y(9) ;•••••;: : • „ . •. , . u! '• ••• • • " • • at7 fill NOTE(Ifty,rk Is ddno provido utility poimit application aftdplans:m s :subinitt • ''•• •.• • ::.. • • • • • , . :'•;;;;::::::::::: ' : ....•:.: ; ':••• : ??llP.,:..;:?1•:;11b?"... p orm lt '011Pall'on iiini; structuro) — ' AsossorMUnt '.cirT.L. '::.:'::::' - ••, • ' •• :::•, . . iftlitilig,;.009 iii;):(j..) romovoo, ano • .. ' ,.......; : • ..• : ' i . •• ., •:: 100. 4A, ' . ••••': '''• •I'. - : • : . • NOtEz miottorls:rpquirod prior to Ina i Insp n and si c oil of t "'"' .....,..,:,.:•:::::•::::..: • i : ....„.....••••. • ... . • . Project: / /11-0/ I ype of In ,4r.// Address: / Date a . . : '7..;n street Date "ant : /2 . -- /J =.?2 eDP.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicabl C INSPECTION RECORD Retain a copy with permit tug, €4,,AIY' Date: PER&VT N0. , ti (206) 431 -3670 red prior to approval. Inspect ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /2_45 pa rec Dale: COMMENTS: 1 ' f ( A 4 01-- /Ur r — ,.."1 /. s s Date Called: 5 � / f eclal Instructions: G j %0 a-.- ..� � e• c c...i k..,�.a,e c. --. Requester: J . Proj ' ,/ O i � {- /i) Type of Inspectipr�- &IF dd 6 , 4 s s Date Called: 5 � / f eclal Instructions: G j %0 1 / Date Wanted: Gam.. r './ � 9 q am , p.m. Requester: Phone No.: . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: ecell No.: INSPECTION RECORD ( Retain a copy with;permit 2_ _ cog-S5 PERMIT' NO. (206) 431 -3670 s. / Approved per applicable codes. ❑ Corrections required prior to approval. Date: s, 0, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r 1.e0 .lc Authorized Signature :i1 7gMR'•.et. }k1 : ..T , ; t 7 C'v • t7•n:.'cs ,' t .vrR�.Y+.l City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Nab-, . `� L�cih, y r O Address // Suite ‘4,1_ /tx- TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. f 52 c5.... Permit No. Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Date FINALAPP.FRM T.F.D. Form F.P. 85 j.r � Professional Service Industries, Inc. itioNout February 1, 1993 Mr. Dave Larsen ''CITY OF TUKWILA 6300 Southcenter Blvd. Tukwila, Washington 98188 Reference: Gentlemen: Sincerely, 1) Welding 2) Bolting upport Services Building 14 -01, Tukwila PSI Project #715 -28089 -0005 1) Welding 2) Bolting /lam Robert C. McGinley Department Manager NDE /Steel Services PROFESSIONAL SERVICE INDUSTRIES, INC. cc: (1) BOEING /Bob Coppin 65 RECEIVED FEB 0 2 1993 CO MMUNITY DE VELOPMENT This is to advise you that special inspections are complete for the referenced project. The following inspections were required and were performed: Special inspections were performed for the following activities and copies of reports have been sent to you. All work inspected conformed to approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. 7400 Third Avenue South • Seattle, WA 98108 • Phone; 206/762-4664 • Fax; 206/763-2936 TESTED FOR: DATE: REMARKS: PSI A.300.1 (1) Nvi October 8, 1992 BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, Washington 98124 Attention: Bob Coppin Bolting Inspection and Review Drawings Technician: A Peterson PSI inspector performed bolting inspection of jib crane; reviewed approved drawings that were not available from pervious weld inspection of structural framework of jib crane. All welds and workmanship that were inspected were in compliance with AWS D1.1 -90 and approved drawings. All bolts inspected were in compliance with AISC. PSI inspector verified current welder certification of Vern Stocksberry as per WABO. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: (1) BOEING /Bob Coppin /jai Professional Service Industries, Inc. PROJECT: Boeing Bldg 14 -01 Bolt and Weld Inspection PO# B798252 OUR REPORT NO.: 715 - 28089 -0004 RECEIVED OCT 1 6 1992 DEVELOPMENT 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763-2936 TESTED FOR: DATE: REMARKS: PSI A•300.1. (1) f Professional service Industries, nc. BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, Washington 98124 Attention: Bob Coppin October 8, 1992 PROJECT: OUR REPORT NO.: Boeing Bldg 14 -01 Bolt and Weld Inspection PO# B798252 715- 28089 -0003 Rebar Weldments Technician: A Peterson /A Shreaves Performed RT inspection on barstock weldments. The work performed was for information only. The results will be forwarded to Viviano Gutierrez in Everett, Washington. A total of one (1) x -ray was taken with 2 pieces of film loaded in the cassette. The radiography was performed at PSI's shooting cell in Seattle. cc: (1) BOEING /Bob Coppin (1) CITY OF TUKWILA Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/782.4884 • Fax: 208/783 -2938 TESTED FOR: DATE: REMARKS: PSI A.300.1 (1) • � Professional Service Industries, In October 7, 1992 BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, Washington 98124 Attention: Bob Coppin Bolting Inspection on Jib Crane Technician: A Peterson On site to perform bolting inspection on jib crane. Ray Gunderman, Boeing Supervisor could not get the crane to operate properly and had to reschedule at a later date. cc: (1) BOEING /Bob Coppin (1) CITY OF TUKWILA /jal PROJECT: OUR REPORT NO.: Boeing Bldg 14 -01 Bolt and Weld Inspection PO# B798252 715 -28089 -0002 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 1 Phone: 206/762-4664 a Fax: 206/763.2936 TESTED FOR: DATE: REMARKS: PSI A•300.1 (1) se BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, Washington 98124 Attention: Bob Coppin October 2, 1992 Structural Framework for Jib Crane at West End of Building Technician: A Peterson PSI inspector performed visual inspection of welds and workmanship on structural framework of jib crane. The inspection was in accordance with AWS D1.1 -90. No approved drawings nor was the perrnit from City of Tukwila available for review. Ray Gunderman, Boeings maintenance supervisor, said that the approved drawings and permit will be available at next scheduled visit. cc: (1) BOEING /Bob Coppin /jal Professional Service Industries, Ir E � ErVE® OCT 4 199 1T AN PROJECT: Boeing Bldg 14 -01 Bolt and Weld Inspection PO# B798252 OUR REPORT NO.: 715 -28089 -0001 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 TYPE OF REVISION: SUBMITTED TO: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** DATE l47.5% PROJECT NAME Ja• des.f -e ADDRESS (� �� W CONTACT PERSON i�3�-� �LI PHONE S 975 ARCHITECT OR ENGINE R PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER Q y S CITY OF TUKWILA OCT25 BUILDING DIVISION SHEET NUMBER(S) s "Cloud" or highlight all areas of revisions and date revisions. 7 - CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, IVASHINCTON 98188 Plan Check #90 -425: Boeing #14 -01 8620 E Marginal Wy S THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (r 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 306, UBC). 7. Readily accessible access required. PHONE # (2061433.1800 Cary L. VunDusen, Mayor to be special inspected (Sec. to roof mounted equipment is 8. 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. Boeing # 14 -01 Page 2' 9. 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). 10. 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 43i-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 X 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 ! 14 FIRE FINAL Insp: 575 -4407 �'a / z" 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING r �,,, �� PERMIT NO. (0 DATE ISSUED: SITE ADDRESS: 8620 E Marginal Wy S SUITE NO.: PROJECT: Boeing #14 -01 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 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. 3. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 3. 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 requirernents. 15. FINAL PLANNING INSPECTION - Contact Planning Department tor 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. 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 X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 t ours =..t . , 12 WeL.titt46. A f 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK 2.6 C PROJECT: ,ECe-i:NLi � : ( y - d I THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1 a No changes will be made to the plans unless approved by the v Architect and the Tukwila Building Division, O 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). 'i lectrtcal permit shall be obtained through the Washington State Division of Labor and Industries and all electrical wore will oe inspected by that agency (872-6363). O 4 All mechanical work shall be under separate permit through the City of Tukwila. (0 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. O 7 All structural concrete to be special inspected (Sec. I06, UPC). 1( ) 111 structural welding to be done by W.A.9.0. certified welder and special inspected (Sec. 306, UGC). 0: high- strength bolting to be special inspected (Sec. 306, UGC). 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 might (B) feet in length. 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 Flase Spread Rating of 21 or less, and material shall bear identification showing the fire performance rating thereof. E 9ubgrads 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 frog the roofing contractor verifying fire retardancy of roo4 wl11 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 Stet Regulations for Barrier Free Facility (1919 Edition). 18 All food preparation establishments must have King County Health Oepartusnt 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 -4707, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's reeponsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flag• spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an spproved agency having a service for inspection at the factory. 20 Notify the City of Tukwila luilding Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. O All spray applied fireproofing as required by U.I.C. Standard No. 43 -1, shall be special inspected. 22 All wood to regain in placed concrete shall be treated wood. • 23 All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. !1 Validity of ►trait. 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 presusing to give authority or violate or cancel the provisions of this code shall be valid. Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -425 Gary L. VanDusen, Mayor October 22, 1990 Re: Boeing Company Building #14-01 - 8620 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) 2. A permit is required for the welding required on this project. Obtain the permit from the Tukwila Fire Prevention Bureau. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Plan Review PROJECT . R oa 1� ( ,� 4" f 4 - © \ ADDRE 'L 0 e • f 6 a N Ac ` \Oki S DATE Qc. . ..I 1 !at . 0 4. RA t L1 r1 CITY OF TUKWILA DE . An1 N O► r COMMtimrr ngVliL OPAI iti�T ra a. Al AIOBAA1 prepared by: PLAN CHECK NUMBER r wri.11=LAL: • CALC.:IIL.ATTONS FOR .! T FS CRANE .8.. SAFETY F2AILINC3 BMA FAC I L T 'I' Z Eta J0E3 # S00025 -01 OCTOBER 1990 14 - BLDG. ROOF @ COL. LINES D/3 -6 EAST MARGINAL WAY, •PL.ANT . 2 SEATTLE WA - 981 08 by; BMA Facilities Plant Engineering DEVELOPMENTAL CENTER SEATTLE, WA. 8 sheets RECEIVED CITY OF TUKWILA O CT :1 51990 PERMIT CENTER BMA FcLilities Seattle, Washington Plowing Ars Engineering 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 JOB No. S00025-01 DESIGNED BY WEP /32P APPROVED BY: SHEET NO. ` / 8 DATE: 9-6-90 • �v. BASIC CALCULATION FOR 1 -TON AIR HOIST, JIB BOOM & COLUMN P11 = 2000x1.1 =2200 # Pdt = 900# Ptl = 3100# M = 3100x8 =24800 #' T = C = 24800 +3 = 8266.666666 # COLUMN REACTIONS Rt = 10.5+ 13.5x8.27= 6.432222221 kips Rb = 3+ 43.5x8.27= 1.837777777 kips M column = 1.84x10.5 =19.32 k' Vert. reaction at top of col. - Ptl + Brace Vert. reaction Brace horiz. component = T -Rt = 8.27- 6.43 =1.84 kips vert. " = 13 3.548571428 kips P tl column = 3.1 +3.55 =6.65 kips Try 8x8x5/16" assuming a 10.5' unsupported length P equiv. from bending = 0.412x19.32x12= 95.51808 kips, P tl + P equiv. bending= 6.65 +95.52= 102.17 From table C1.8.1 assume K = 0.7 s� eff. KL = 0.7x10.5 =7.35 P allow = 236 kips > 102.17 kips This doesn't include the secondary moments .that will come from the connections. But it's O.K. , by inspection. T in tie back = 15.2 =7x1.84 = 3.995428571 kips P min. = 15.2x12 =200 =0.912 TS 3x3x*" has r P 1.1 >0.912 O.K. BMA FiIities Seattle, Washington 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. MCCORMACK 32C @ 4 -2944 "oe N0• S00025 -01 DOMED BY: WEP /32P APPllO■W er: JIBCRANE LATERAL FORCE DESIGN: AISC 8th Edition & 1988 U.B.C. `9+EEr Na 1 / 8 DAZE: 9 -6 -90 E✓. Fp = ZICpWp = 0.44140.75 =0.3 Wp Hoist etc. = 900# Col. '= 13.5431.84= 429.84 # Tie Back = 15.248.8.1=133,9j2 #XZ = 2 ' 29 2 6 14-9791 _ 1/00 Wp = 900 +429.9 +44.8 .9= 14.6 # say U G0# w/ conn. 10(30 OAP Fp = 0.34 # c.g. _ (900410.5 =9450 ) f (43046.75=2902.5) 26 I 04 2 (08 / Cle4 + ( 46.'15 = ) / , (900+430.6+14 ) c: .g. = 9450 +2902.5 +904 —.5 = ••. 14 C4 _ " 8840 O.T.M. seismic = x g 9 S 43�'* ' �'7 Per AISC 1.3.4 Crane longitudinal force = 10% of wheel loads. F'h = 0.143100 =310 # O.T.M. r:rane = 310410.5 =3255 #' 47644. 729 - O.T.M. total ¢ 24800 +4344.+ S= 33349- #' FACTOR = _, 24800 = i r &6 tt'29 < 1.33 O.K. This combines the 10% vert. impact w/ 10% longitudinal + the seismic on the DL of the jibcrane. W/ BOOM TURNED BACK 180 LL 1 D1, ONLY Hrace load = 4K, L = 15.2' L/r min. - 120 r min. = 15.2412 +120 -1.52 ST4x4x3/16 = 1.54 >1.52 ALLOW: 2.77x10.71 729.6667 kips > 4 OK Try L/r = 200 min. & r min. = 0.912. `162 #x2 x3/16= 0.930 >0.912 ALLOW: 1.6443.89=6.3796 > 4 T$ 3%0c34)44 use', But add 300# midspan, M = .3474 =0.525 K' ALLOW: M = 1.14430.36 +12= 2.8842 K' INTERACTION: 4 +6.3796= 0.626998557 & 0.525 =2.88= 0.18229166 SUM = 0.62699.1823=0.8092 < 1 O.K. W/ BOOM TURNED 90 - SOUTH LOAD: LL $ 01, ONLY T = 20.07+14.37543.55=4.956417391 kips r min. = 20.07412+200=1.2042 • `1'$:3 +x3' x3/ 16 _ 1.34>1.2042 x 1/¢ L ED BMA FJIities Seattle, Washington JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 Enftradin 32P900906 ,ioa N• S00025-01 OE57Hklm er:WEP /32P APPROYFD er. SHEET NO. 3 / uATE 9 -6 -90 PLANK DECK: Cont. 2 Span condition w/ 7' -6" spans. LL 50 psf or 500# point load. M max point load = Pab /4L a(L +a)) w/ a =3.28' & b= 4.22' 500x3. 28x4. 22+ 4 =7.5 =7.5= 7.5x1728 = 7086.899199 1• - - -) (...) = 447.5x7.5 =225 - 3.28»10.78= 35.3584 = 35.3584 -725 =- 189.6416 - - 189.6416 0086.9 =- •1343971.055_ 1728 = 777.7610271 #' CHECK: w/ lead @ midspan = 13:-64x5000.5= 761.71875 ( 777.8 O.K. Using one plank only S = 5.729 in 6x3 laid flat f'h 777.8)412+ 5.729=1629,184849 psi for point load only. Treated wood weighs 3.000 # /1000 bd. ft. so 3x6 weighs; 2.5x5.5 13.75 - :1 3.437499999 elf M. .096wL = :0960:4375)(7.5x7.5=18.56251'' M total - 777.8 +18.56= 796.36 !1' HEM -FIR No. 2 allow Fb = 1,000 psi M allow = 1000x5.729 477.4166666 #' M deficit = 796.36- 477.417= 318.943 # Stiff. Reaction Req. = 318.9434777..8x500=205.0289277 # 40d com. nail embedded 5-7.5=2.5 " withdrawal allow: _ ?.5x40i.75x.9 =67.5 # per nail The .'75 reduction Ls for the wetting & drying cycles. The .9 " " It " pressure treating. Nails required in withdrawal = 205.1_ 67.5= 3.038518518 say 4. Provide 3x6 flat stiffeners under planks @ midspan w /2 -40d galv. nails each bearing. EIS P44NO - .. 'tl'2r.fl_ . ytr2.2 - T 1t MEFu5AL -' 1 x: :60.._.$t 71..::_M.1 PI PA w NOTE: NQ lfEKTIER REQUIR D IF TwO__!LANA5ANRE ASSUMED, TO TA LOAD. BMA FcLilities Seattle, Woshington Prawn .r" 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 LOADING ON EXIST. 10811.5 ROOF PURL JOB M- S00025 DEMNIMBY: WEP /32P APPROVED B SHEET NO. 4 / DATE: 9 -6 -90 The 7' span isn't a problem by inspection. The 20' span is assisted by the cantilevered C5x6.7s that are lagged to the outside 6x6s. But the critical loading is at the center 6x6. It cantilevers 8' east of col. line 6. Exist. roofing = 3psf, tectum =3.5 psf incl. box. sections. 1.6 psf for the 10B11.5s = 8.1 psf exist. DL TL = 25 +8.1 =33.1 psf, w = 33.1x7.5= 248.25 psf M allow 10811.5 = 24x10.5 +12 =21 K' w allow = 7700 +20 +7.5 = 51.33333333 x7.5= 384.9999999 plf w avail. = 51.33-33.1=18.23 x7.5= 136.725 plf- M avail. = .137x400 +8 =6.85 K' NEW PLATFORM:. = 2 ps.f•exp. metal, 3.3 psf decking, 1.1 psf. . 6x6. = 5.3x7.5x1.15= 45.7125 +7.56 = 53.2725 plf TL = 50x7.5x1.15= 431.25 +53.2725= 484.5225 plf new deck. M tl = RL /2w @ x RL /w RL = 484.5x8 =3876 x16 +20 = 3100.8 # M tl = 3.1x3.1 =2 =.4845= 9.91744066 K'% 6.85 K' avail. But this doesn't take into account the canted 6x6. RL /w =3.1 +.4845 = 6.398348813 ' at max. defl. of bm. S 6x6 = 27.73 i n DP #2 & btr'. avail. @ Lumber Mkt. M allow = 27.73) 11' w allow for 8' cant. = 2x1,5 +8 +8 = 0.046875 kips per foot. This reduces w to .4845 - .0469_ 0.4376 K/' Revised M tl = .4376 +.4845x9.92= 8.95973581 still > 6.85 avail. w allow = 6.85_ 8.96x484.5= 370.4045758 plf w reduction = 484.5• -370.4 =114.1 plf or 114.1 =1.15 +7.5 = 13.2289855 psf w 11 allow 7- 50-13.23=36.77 psf. BMA Facilities Seattle, Woshington Planning Ardv lecture 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 .ae NO. S00025-01 9IEET NO. 5. / DATE: 9 -6 -90 OE9AIED BY: APPROVED Bn WEP /32P CHECK TORSION ON 8x8 TS: First check conn. w/ side load of 8.27 kips. M plate = 8.27x3 +2 = 12.405 K" S plate = bt' /6 = 1x6.5x6.5 +6= 7.041666666 in3 fb = 12.405 +7.0417= 1.761648465 ksi T bolts = 12.405 +5 +3 =0.827 kips per bolt V bolts = 8.27 +6 = 1.378333333 kips < 3.1 kips O.K. Eccentricity = 4 +3.5 =7.5 " Pe = 8.27x7.5= 62.025 K" this is resisted by each wall as a cantilever up from the bottom connection w/ span = 3' S /side = .3125x64+6= 3.333333333 x4= 13.33333333 fb =,62.025+13.33=4.653038259 ksi O.K.. This isn't how it works, but it shows the order of magnitude. Per "ROARK" pg.176, formula 11. s = a -2t +t s = 64x.3125 =20 + 2x.3125x.3125x8= 1.5625 + .03052 = 20 +1.5625 +.03052= 21.59302 CORRECTION: FOR DENOMINATOR ONLY T = NUMERATOR = Pe = 62.025 K" from above. s = 62.025 +21.59302= 2.872456006 KSI < 0.55 FY O.K. ANGLE OF TWIST IS AS SHOWN BELOW: E3 _ TL ( z 1 2, co o, O D 0. pi E R- b .�. — Ton -y' ( V1-11" rtcw P = L MA-004(sT. 1714. r �e :COO 7t1ac0 L6 '`T'a. BMA Facilities Seattle, Woshington JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES 0.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 8 �- �44,c (. ) 1 4 4,05') zoila It. f� 4— e _ .7 2.tpeltS-- ` 12{� 3(0 ) 56 x T 1 2, oeltk,„c6^a'' L : 'f; c'lt2 1-;44 rz8 3I lob _ , e0 of2q8 FAo 1 -31GI Miming 32P900906 Joe No. 500025 -01 aESancio er: WEP /32P AMMO= an Lfs . l r- Ic= I.3 v. i z. -L / Z, o coo cot, t28Gl`l' 71 o'f . 18 7 Zoox f z 2 31, I- Is-I.- /Z 91EET NO OM: 4 / 9 -6 -90 BMA Facilities Seattle, Washington JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 Planing nenalief 32P900906 `C Pa S00025 -01 ocsia+IM er: WEP /32P OPPNOVE0 SHEET No. / oAte: 9 -6 -90 (a -Z) L /ss F n t v � W , : i /5":0 TYP LYxJ[ How a/f a 7 -L 7 TYR a/k sMgc /NG 1 JRt RAMs -O z CON.tt brims /S-s(a -z) ' / - 4»r /5.565 - z) C - L. 3 X �, ' `'c3t, /* ` 1 LNci.T.5(5'4 - -. - 61Ci5.5 /o an- j(P- /) 77P Pc4 LW PART /AL FRONT ELEY/9T /ON Sc oGE: %1 !_3 0 E ,t. O as r 0 r r 1 5 at O Ca a f—e- CD CA t r, 7- 21704 7■211..02 • 7..217.03 ••■•■•■• A • • 7-117.01 • EAST MARGINAL WAY CORPORATE PARK MIUTARY FLIGHT CENTER i I ; I I '. .•••••• €"*••• "Vs • 11 ,/ •••••••• • ...nor go • • • DEVELOPMENTAL CENTER A, LJ • 111001MIMP ••■•■•11•1■ , . . . • „ • " • ' .• • . • • • " " ' • • DEVELOPMENTAL CENTER ,.. - "A A.-•,* - % - 1 i . ' a r:•••—. Is... ! 1 . 2 ...• • .1 a 4 i • z ! 3 i i 6 - 1 TO ri 0 . / • • MARGINAL L MARGINAL WAY E PARK / - r" MIUTARY � FLIGHT CENTER - ;„7.■■• - . j i \ I 1 1 t- ._.... �.�. -.te �.- .- ..- .-.... _....•�..1 �... DEVELOPMENTAL CENTER ' - 1 • It i ' 4 A. -.J 1_._._.9.1 M 1 4 r 1 2 7 1 DEVELOPMENTAL CENTER l .. _ - ^'"•••.- 1. • D NWAMILR WATERWAY • 1 •• , . S . • Ql % I PSON SITE SEATTLE, WASHINGTON ' RECEIVED' CITY;OF ' • 11 CALC�UL.AT FOR .1 T E3 C:RANE: 8& S FLA ILIN G 13•A F Z L T. T I ES .J0E3 # S00025 -01 OCTOBER 1990 14-01 BLDG. ROOF @ COL. LINES D/3 -6 EAST MARGINAL WAY, PLAN S EATTLE , WA . 9 i o s by; BMA. Facilities Plant Engineering DEVELOPMENTAL CENTER SEATTLE, WA. 8 sheets RECEIVED CITY OF TUKWItA OCT 1 5 1990 PERMIT CENTER BMA Filities Seattle, Washington JtBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 c4 ■ Planting M-6/ 0 '1 1� 89 - '7 1 k Sr. to4 1-- _14' 32P900906 ,roB No. S00025 -01 oEacNEa Br WEP /32P APPROVED Br BASIC CALCULATION FOR 1 -TON AIR HOIST, JIB BOOM & COLUMN I �. 7 `v z , 48 3,S o, s' 0,6z= SHEET NO. ` / OATS: 9 -6 -90 iXV. 9 -1 c • = 2000x1.1 =2200 # Pdl = 9001# Ptl = 3100# M = 3100x8= 24800 #' T = C = 24800 +3 = 8266.666666 # COLUMN REACTIONS Rt = 10.5+13.5x8.27=6.432222221 kips Rb = 3+ 13.5x8.27= 1.837777777 kips M column = 1.84x10.5 =19.32 k' Vert. reaction at top of col. = Ptl + Brace Vert. reaction Brace horiz. component = T -Rt = 8.27- 6.43 =1.84 kips vert. " = 13 7x1.84= 3.548571428 kips P tl column = 3.1 +3.55 =6.65 kips Try 8x8x5/16" assuming a 10.5' unsupported length P equiv. from bending = 0.412x19.32x12= 95.51808 kips P tl + P equiv. bending= 6.65 +95.52 = 102.17 From table C1.8.1'assume K = 0.7 so eff. KL = 0.7x10.5 =7.35 ' P allow = 236 kips > 102.17 kips This doesn't include the secondary moments that will come from the connections. But it's O.K. , by inspection. T in tie back = 15.2: 7x1.84= 3.995428571 kips P min. = 15.2x12:-200 =0.912 TS 3x3x *" has r 1.1 >0.912 O.K. _7 ` E.NilON .G,,4t COMP. r 0d 144 Bar 3 4 0,45 K S r LOAF BMA F iI it ies Plarkig Ardsiecbisi Seattle, Washington 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 Wp = 900 +429. 1 goo FP = 0.34 W/ BOOM TURNED BACK MO*: LL 1 Dl. ONLY W/ BOOM 'TURNED 90° - SOUTH LOAD: LL $ DI. ONLY roe Na S00025 -01 ocsNM er: WEP/32P APPROVED 8r JIBCRANE LATERAL FORCE DESIGN: AISC 8th Edition & 1988 U.B.C. Fp = ZICpWp = 0.4x140.75 =0.3 Wp Hoist etc. = 900# Col. '= 13.5x31.84= 429.84 # Tie Back = 15.248.01=133 9.12 #)<2: i 244 SHEET Na / L, / 8 OATS: 9 -6 -90 PEW. q- i y- �►o 13 say 1 w/ conn. # = (900x10.5 =9450 ) f (43046.75= 2902.5) x6.75=904-re') / 900+430.6+ 6 1 4 =1 X4 10 ) r..g. = 9450+2902.5+;4175-13257 _ . =9,-9-51-64-8-1-89 O.T.M. seismic = 4�.fi9 x 9--B�S = 43+1 - 1 ' 4794;449 Per AISC 1.3.4 Crane longitudinal force = 10% of wheel loads. F'h = 0.1x3100 =310 ° # O.T.M. r.rane = 310x10.5 =3255 #' 47644 - 72 B39,4- O.T.M. total ¢ 1-3� 24800 +43,44 +: ,'3.335 s5= 3'9- #' 3 33.33)9 FACTOR +24800 Z 11 • < 1.33 O.K. This combines the 10% vert. impact w/ 10% longitudinal + the seismic on the DL of the jibcrane. Brace load = 4K, L = 15.2' L/r min. _ 120 r min. = 15.2x12120 -1,52 ST4x4x3/16 = 1.54 >1.52 ALLOW: 2.77x10.71 =29.6667 kips > 4 OK Try L/r = 200 min. & r min. = 0.912, "76244,2'x3/16= 0.930 >0.912 ALLOW: 1.64x3.89 = 6.3796 > 4 T53 %z?3!.4 USf'o But add 300# midspan, M = .3x7 +4 =0.525 K' ALLOW: M = 1.14430.36 +12 = 2.8842 K' INTERACTION: 4 +6.3796= 0.626998557 & 0.525 +2.88= 0.1822.91E+6 SUM = 0.6269 +.1823= 0.8092 < 1 O.K. T : 20.07+14.37543.55=4.956417391 kips r min. = 20.07412 +200 = 1.2042,• `$nix33x3 /16 _ 1.34>1.2042 ,r5 II ,1 x14. V BMA FLilities Seattle, Washington 32P900906 JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 PLANK DECK: Cont. 2 Span condition w/ 7' -6" spans. LL :. 50 psf or 500# point load. M max point load = Pab /4L a(L +a)) w/ a =3.28' & b =4.22' - (••• -- ) l • - •) =447.50.5=225 - 3.28410.78= 35.3584 = 35.3584 -725 = - 189.6416 - - 189.6416 47086.9 =- •1343971.055 +1728= 777.7610271 #' CHECK: w/ lead @ midspan = 13= 64x50047.5= 761.71875 < 777.8 O.K. Using one plank only S = 5.729 in 6x3 laid flat f•h 777.8x12+5.729=1629,184849 psi for point load only. Treated wood weighs 3.000 # /1000 bd. ft. so 3x6 weighs; 2.5x5.5;13.75 1'2x3= 3.437499999 plf M .-' .096wL = .09643:4375x7.5x7.5= 18.5625 ' #' . M total - 777.8 +18.56=796.36 #' HEM -FIR No. 2 allow Fb = 1,000 psi M allow = 1000x5.729:•12= 477.4166666 #' M deficit = 796.36- 477.417= 318.943 # Stiff. Reaction Keq. .: 318.943= 777..8x500= 205.0289277 # 40d com. nail embedded 5- 7.5 =2.5 " withdrawal allow: _ ?.5x40x.75x.9 =67.5 # per nail The .75 reduction is for the wettinq & drying cycles. The .9 " " Of " pressure treating. Nails required in withdrawal = 205.1_ 67.5= 3.038518518 say 4. Provide 3x6 flat stiffeners under planks (a midspan w /2 -40d galv. nails each bearing. /47 - P44NKf - 17r!PTIASP2.2 - TO (2EFU5AL • ' X lo._.5TIff __.: :14.I.t?S PU J NQ,..5TI FFF,. RE4UI RE LF T In _ PL IS. ARE A .0. TOT LOAD. E Y.. ; . � . , z1 i"!1°►�S.;L'�', l �� ° �A9tZ�tY B = ?�� =w Q�Ti�S.: -:.�� .ae N0. S00025 -01 er: WEP/32P APPROVED er. SHEET NO. 3 / OAIE: 9 -6 -90 BMA Fdilities Seattle, Washington JtBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 LOADING ON EXIST. 10811.5 ROOF PURL Ardilecbrek 32P900906 " Na •S00025 - 01 SHEET NO. 4 / Y: APPROVER Br. WEP /32P OATS: 9 -6 -90 The 7' span isn't a problem by inspection. The 20' span is assisted by the cantilevered C5x6.7s that are lagged to the outside 6x6s. But the critical loading is at the center 6x6. It cantilevers 8' east of col. line 6. Exist. roofing = 3Psf, tectum =3.5 psf incl. box. sections. 1.6 psf for the 10B11.5s = 8.1 psf exist. DL TL = 25 +8.1 =33.1 psf, w = 33.1x7.5= 248.25 plf M allow 10B11.5 = 24x10.5 +12 =21 K' w allow = 7700- 20 +7.5= 51.33333333 x7.5= 384.9999999 plf w avail. = 51.33-33.1=18.23 x7.5= 136.725 plf- M avail. = .137x400 +8 =6.85 K' NEW PLATFORM:. = 2 ps.f•exp. metal, 3.3 psf decking, 1.1 psf. . 6x6. = 5.3x7.50.15= 45.7125 +7.56= 53.2725 plf TL = 50x7.5x1.15= 431.25 +53.2725= 484.5225 plf new deck. M tl = RL /2w @ x RL /w RL = 484.5x8 =3876 x16 +20= 3100.8 11 M tl = 3.1x3.1 +2 =.4845= 9.91744066 6.85 K' avail., But this doesn't take into account the canted 6x6. RL /w =3.1 +.4845= 6.398348813 ' at max. dell. of bm. w 6x6 = 27.73 i n DF #2. & btr'. avail . (a Lumber Mkt. M allow = 27.73)(650 -12 =1502.041666 11' w allow for 8' cant. = 2x1.5 +8 +8 = 0.046875 kips per foot. This reduces w to .4845 - .0469 - 0.4376 K/' Revised M tl = .4376 +.4845x9.92= 8.95973581 still > 6.85 avail. w allow = 6.85 =8.960 370.4045758 plf w reduction = 484.5• - 370.4 =114.1 plf or 114.1 =1.15 +7.5 = 13.2289855 psf w 11 allow :. 50-13.23=36.77 psf. BMA Facilities Seattle, Washington JIBCRANE 8 SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 CHECK TORSION ON 8x8 TS: First check conn. w/ side load of 8.27 kips. M plate = 8.27x3 +2= 12.405 K" S plate = bt /6 = 1x6.5x6.5 +6= 7.041666666 in3 fb = 12.405_ 7.0417= 1.761648465 ksi T bolts = 12.405+5 +3 =0.827 kips per bolt V bolts = 8.27 +6 = 1.378333333 kips < 3.1 kips O.K. Eccentricity = 4 +3.5 =7.5 " Pe = 8.27x7.5= 62.025 K" this is resisted by each wall as a cantilever up from the bottom connection w/ span = 3' S /side = .3125x64:-6= 3.333333333 x4= 13.33333333 fb =,62.025+13.33=4.653038259 ksi O.K. This isn't how it works, but it shows the order of magnitude. Per' "ROARK" pg.176, formula 11. s = a -2t +t s = 64x.3125 =20 + 2x.3125x.3125x8= 1.5625 + .03052 = 20 +1.5625 +.03052= 21.59302 CORRECTION: FOR DENOMINATOR ONLY T = NUMERATOR = Pe = 62.025 K" from above. s = 62.025 +21.59302= 2.872456006 KSI < 0.55 Fy O.K. ANGLE OF TWIST IS AS SHOWN BELOW: .631-: 71— es % 12, 000,00o. p I SZo c. -I --. 1-.4 12,w1.4T-7. /1+ B. LL / 7e., coo !4t T A. Planning Ardtitocbga Enabler Ira D *sc*bD BY: APPROVED BY 32P900906 .ae 'D. S00025 -01 WEP /32P SHEET NO. .. / DATE: 9 -6 -90 BMA Facilities Seattle, Washington JIBCRANE & SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 APPROVED BY: 32P900906 "oe NO. S00025 -01 oaaa+m sr: WEP /32P "SHEET no. 6 / 9 -6 -90 +_ , . g 2.(4 ) $ _ ff 4 s ( g0V0) Z°if . r� 1� - 72 % "er" ( 12dX 3� 31. 104 1.3 L... E 1=. 07 prcynf -rs3 • - �? 7 4.1. r It2br4 4 I S76 x 12, ool "c, , z 8 tr jc.or� T - 74 L;i 4- �e = l v � � r -- ir 1 3 .. jz I 10'f I 9 7 4 ) ) z$ 3 1, I BMA Facilities Seattle, Washington JIBCRANE 8, SAFETY RAILING 14 -01 BLDG.ROOF @ COL. LINES D.3 -6 PROJECT: W. McCORMACK 32C @ 4 -2944 ' (a.) aca.e 9y oC /s.9 Es -/ 7 -0 /o0 //.s (P -/) rg DOwin 32P900906 SOB HO. S00025-01 DENNIMOY: WEP /32P APPNOWO B neass i) /24 _ 57:5e/0.3 s/e 4 4, S$I•TL r - » f5 s(e• ?) SHEET NO. OATS: 4' (s' /) 9 -6 -90 /8 W IMELM I0 f: (z• v)ss 44ro (i.cotbx cz- c)F'.wu2 7 • LR b h r NO/1dAJ7JJNObJ 76/1cY fic/ (r -v)ssi , (z-e9 M72r4g e+g..1 (i -d)s Ott/ 11 (a -7)5 :R iii (z- t?) ssi-uv (z- G95 yv v : dG� O' vvb'1 uts 7; L (2 -Es) ss1.24 'i,i evs i, c.�l Lag C09N 7 W./ -5/ } { SS/7 (_-g) 7 -21704 7- 217.02 8I ar T -217 C A 7- ZIT.01 ;EAST MARGINAL WAY CORPORATE PARK MILITARY MGM' CENTER r• • ` s1 " . / D & EVELOPMENTA CENTER ~ ♦�, ` _ 1 • • 1^ .". . „_. • ♦ DEVELOPMENTAL. CENTER "yam` 1 -••••■•• • , • ; • C. YUIGIMAL M &' 'ARK f (. 1 ..� \ ` . l ..'� r .� _ r D ClKTER n • ` ••� • i r f 1 ( "mow 1 OYMAYItN MATRRMAT •. .s • -- - -v--. - • . • • . •• . SON s+TEi . PE,