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HomeMy WebLinkAboutPermit D97-0332 - BOEING #21-05 - STORAGE RACKSCity of Tukwila s -- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 102304 -9069 Address: 3417 S 120 PL Suite No: Location: Category: AMFG Type: DEVPERM Zoning: MIC /L Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: "Y Contractor License No:..,BOEINC *294ML Permit Center Authorized Signature: Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: Permit No: Status: Issued: Expires: (206) 431-3670 D97 -0332 ISSUED 10/16/1997 04/14/1998 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 OCCUPANT BOEING #21 -05 3417 S 120 PL, SEATTLE, WA 98124 OWNER THE BOEING COMPANY PO BOX 3707 M/S 1F-09, SEATTLE WA CONTACT GARY TALLER Phone: 206-544-2975 P.O. BOX 3707 M/S 46 -87, SEATTLE, WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 ***************************************************** * * * * * * * * * * * *•k * * * * * * * * * * * * * * * ** Permit Description: INSTALL 5 ROWS OF PALLET RACKS. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: S ize(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: r************************************************** k** * * * *•k * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 272.21 r********** * * ** * ** * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: J2:: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. • authorized to sign for and obtain this development per it. Date:10 - L6 - '/7 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. en i Status ISSU Type DEVPERM 901 t e:d 10/07!1 Par ce.1 # 102304 -9060 I:: sued 101161.1997.' * k *:k k, ** h* k*'k * k k * k k :.k *k kA ** k * *, * * *•k * ** k k,•k* k * * * *k4'** k•k•k* k* k* k k:k''k * **.k **•* k,k* k °k k *: P errni.t CCondi • Nn` changes :wi l 1 ;bey made ,: to the plans; un 1 ess approved b.y. the;: Ar tar Erii ineet and he :Tukwi la_;.$,ui ! ding 0 1x1 ion All permit, inspect`ioralr `corkd.s: ?.A'and app ved plan shall :av allab:.l e at the 1 to pr for to the start of any.con st rructlart Thee documerl ' re • to be taE d l mair s and avai "ab,l until 1 a1 'iris ect otr • a r oval`: is `` P p g�arlted b tr K i + 1 � � ,A`l l cnrr`struwcthioi`i to?t 1 be d ,o n e� to 'co ifar��rane ; with approved plans ands r q(frernett: 4 ts of the Bui1ding, 0ode�(1 94 Edi.tion) :as';'' amended,. °UnifForrnMechanical Code t 1 94�w Edi ion) arid} Wssh;lntori'Strate` Eta r , 9Y ; a�id�e�t�,1u94 Edit ion)'µLY =� {k. • Vali ot. Permit Th e F issy'ance =�afr. a perm i t or p p �a rwaval o p lans '.a,;�spet� 1.6ns, and, com puta t ions 'sha11 • not n str t 6 a permit far or ary. :apps. oval n# =any, vlola_tic at a nt the pr o : v i s.i on �; of th tr i 1 �i.1 ng code;, or of • an�v r �" rot t pr • es unr ng t ath�����' n:�nc�es�of the-- �tirisd�ctiury No per ,.�:, g t au tloxitv,tn v p .,,t;,hiAs cod ha11 be 'Ai al CITY 9 P.M IL. Project Name/Tenant: BOE ING BLDG. it g1 — ©5- I - - Value of Construction: IO ❑ Multi - family ❑ Warehouse ❑Hospital ❑ MoteVHotel ❑ Office ❑ Other Site Address: City State /Zip: S S, 13. Tax Parcel Number: to,Z3O1.1—• Phone: • Property Owner: THE ROE 1 NG CfMPANY C ggt Street Address: ROX 3707 MIS 46 - SEATTLE / i %124 #: Will there be rack storage? 71 yes ❑ no Contact Person: GARY TALLER / P � e =544 - 2975 / Area of Construction: (sq, ft.) I Street Address: City State /Zip: P.O. ROX 3707 MiS 46 - 87 SEATTLE, WA 98124 Fax #: 2 06 - 544 - 2854 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: A A \d t : Phone ,C44-.W1-76 Fax #: Street Address: City State /Zip: Description of work to tie done‘ 1, , 1\ E rows 0 ` e RACKS Existing use: ❑ Retail ❑ Restaurant ❑ Church rig Manufacturing ❑ School /College /University ❑ Multi - family ❑ Warehouse ❑Hospital ❑ MoteVHotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ia Manufacturing Cl SchooVColiege /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel/Hotel Cl Office ❑ Other Will there be a change of use? ❑ yes no If yes,, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 71 yes ❑ no Existing fire protection features: 'pi sprinklers utomatic fire alarm CI none ❑ other (specify) Building Square Feet: , ��75/ existing Area of Construction: (sq, ft.) I Will there be storage of flammable /combustible hazardous material Attach list'of materials anu' storage location on separate 8 1/2 ( 100 in the building? ❑ yes 171 no X 11 paper indicating quantities & Material Safety Data Sheets ❑ Channelization /Striping Date applic lion accepted: 1 n- 1 —'1 CTPERMIT.DOC 7/9/96 CITY OF( 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 dOR 7 Date application expires: FOR STAFF USE ONLY ProJft c Numi PermIt Nifrnberit '- (. Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous APPLICANT RE011EST FORPUBLiC,WORKS1SITE%CIVIL}Pt ` AN!REVIEW:OF,.;THE;FOLLO,WING: "' • (Additional reviews nitikbedeterm /nail:60ti :Putilld -Works Deptirrtment) :: '.� ,;:: O Private 0 Public O Private 0 Public 0 Water Only Lk )A1 4�'.I ?: '.i': ,,, I;�+tL✓r ? �t.�g { �,,ih: }.�'i }i ? :,. Y: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended mcre than once. Application taken by: (Initials) BUILDING OWNER OR AU F • '!ZED AGENT: Signature: 1 / l Date: Print name: GAR TALLER Phone:206- 544 -2975 Fax it :2q6 -544 -2854 Address P.O. BOX 3707 M/S 46 -87 City /Stato /Zip SEATTLE, WA 98124 ALL COMMERCIAL/MULTI- FAMTENANT IMPROVEMENT /ALTE' 1 TION PERMIT APPLICATIONS MUSTilit SUBMITTED WITH THE POLL • NG: A ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • A ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which Include : El ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled Cl ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit Is Issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal i HEREBY CERTIFY THAT/ HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'ERMIT.DOC 7/9/96 IAA...** 4ikkk•4•k: *A•tti• -h . -kW ki,i*4*.kis.k**A-4;k1t 44c**k *kI.k4 *le,;r* *tit+tiA 4 * *•kkkk *A 4k.•kk! LTY :;OF TUI( ) LA HA �---f �jc TRfr1�5MIT . '4 x .k - *l*A:* 4 *,** *skirA•k-k•eA 1 • k *.k k 4t*: k �. +l c *IA * lc* * t* A * *•*kk * At.klA.k * kkA.4•A*k `; RAI<ISMf1Ta Number: R :; Amot 1.0 i 4 10/ -07::97 10::;12 P .a many Method. CASIf Notation :.• GARY TALL EI∎ .Init KOP :., Perrsat. o N `,I)9 Ty z Pa pe ., : : I)E�lPEI;11:': . DEVE .PEItiIIT cel;;•No :-';, ,906S. '• .Si ;Iaddr ess :1 . 307.:5` ; 124 P Total f,ee. : :272 ..'21 his •PHyme.rit 105 •46, • TO ALL, ` Pmts 105'..46'; :•El a1 ance 166."7 * :st ** 4 * 04 ..A k * 1 s1 * 1; * •k 4 I k. •h * 3\14 a. *•k 4 * .It it* i k k i< A h iest *A Ast k it s4 it :h4 A k •k A: k •k A * • * 1 * '...', Account,: Code bescr i pt i an. Amount.: 000/345.ti.O0 PLAN, ";CHECK - NONPES 105.46 ` % � , x,';:1:1. ►. .1.0 16 X717 TOTAL. 1fr6 p 75 ,. **• A**.******k*. 31t* A** ** * b ► *A'ht **ir'!. „,, * „ **3 *x *�* *A* *t ** 'k * *St * **,* - Y OF TUKWILA., NA 9. ..- TRANSM k:yt. 4 * * *A*et *k * * *A*•k.*' tt A 34%3' * . k •A'k *33lIr33:**'it•k RAh6M Numh R97( ?QE,58 (ina!Ant: 1G6 7 5:."1Ur,it; 97 10:08 E Metha`d, CASH ' 'Motat one OAR..'. T'FJLL.ER . Iriit:'.WAB: e;r':01.1t ;il O97 0 ;3 Type L 1EUF>L tM 'DE.VELOPMENT PLRMI.T • Par Noy '1 02.3.04 - `9 010 , it.e,,H.d,dre5s..,341`7 S :1..20..PL Total Feee'y' 272.21. Total ALL Pmts:: 272 ..21' . Balance: .00. 4aFtk k`st•k * :**h *k #* slit* 4ki*nt••Ad.4.4***d *4 *0 ** *4** **4* Ah *A *0*•A * **.A4 Acc,q,unt' Code . . Deem^ i pt i on (mount A00/322:100 ',BUIL,QIN© .- NOIRES' 000/386 :.90 4 &.TA'tF. ,dlllLDIND:. SU,RCHiaRGE 4.50 Project: 1 Type of insp cti6n• ; :-- .. Address: -3(417 .S la() f 1.- Date called: - . ..- Special instructions: : j :4.t. -t -:t 1 : • .. Date wanted: ) L t . 1 U (a.m - p.m. Requester :A;k P hone, oC 1) 3774 INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: er t4 I S A- r ; S13,t,v,! n� O Inspector: Approved per applicable codes. Receipt No,: (206) 431- 3670 u Corrections required prior to approval: Date: Ovpi, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: John W. Rants, Mayor Thomas P. Keefe, Fire Chief : �" �' r; Yf�° �vrc ;`�" ;�? ?' v rw , ..+..m, ^ j : r�^4 ^,�^'[ tr "rr.4,^,r�. - .•» �.;.�.. , .a%'.} , } � • ,...f. NX .+- } J (� e� r o, :v t, i'ev+, },t,41,0ti A,p "re 3.,. 4R' ct,..,i City of Th*Wila Fire Department TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized FINALAPP.FRM Needs shift inspection Signature T.F.D. Form F.P. 85 Permit . No. 6)5 /I/0e pfite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 ..�.........�..v+.�uwm.wtaNN W IJftY✓J C+ D. 1l +XVIM!A21M�tNkihM/i!(4TY`WtKN 0.L' p KMA \'MVIMMAMRX'SIIYeY�INtik'r:9 W.RRH «1413.YQ11fRY4tN.Mf.Yl Perm& ceota Co»j PLAN REVIEW / ROUTING LIP PROJECT NAME BOEING 121-05 ACTIVITY NUMBER D97 -0332 DATE 10/07/97 D PARTMENT: exi 1 ING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION PUBLIC WORKS .� ❑ S 44%1'60 ❑ PERMIT CO RRDINATOR s c DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE 10/09/97 COMPLETE COMMENTS TOES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 1 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE C:ROUTE - F DATE REVIEWERS INITIAL DATE DUE DATE 10/23/97 APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ 1 DUE DATE APPROVED l l APPROVED W/ CONDITIONS LI NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 1 1 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE I__! • COMPLETE; COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0332 BOEING 121 -05 FIRE PREVENTION STRUCTURAL 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITION REVIEWERS INITIAL CORRECTION. DETERMINATION: REVIEWERS INITIAL C:ROUTE - F DATE (V G / DATE DATE DATE 10/07/97 PLANNING DIVISION* El PERMIT COORDINATOR Q DUE DATE NOT APPLICABLE En C 10/09/97 DUE DATE 10/23/97 NOT APPROVED (attach comments) 0 0 A ? DUE DATE APPROVED n APPROVED W/ CONDITIONS � NOT APPROVED (attach comments) Q (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0332 PROJECT NAME BOEING #21 -05 DEPARTMENT: BUILDING DIVISION ❑ EJ PUBLIC WORKS REVIEWERS INITIAL C:ROUTE -F REVIEWERS INITIAL CORRECTION, DETERNIINATION: PLAN REVIEW / ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL 4 1P.t ) 1 DATE DATE DATE DATE 10/07/97 FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE ❑ ' NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS 10/ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) 1 3 DUE DATE 10/23/97 NOT APPROVED (attach comments) ❑ DUE DATE APPROVED I I APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0332 PROJECT NAME BOEING #21 -05 DEPARTMENT: BUILDING DIVISION ❑� PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION, DETERMINATION: DATE DATE PLAN REVIEW / ROUTING SLIP DATE 10/07/97 FIRE PREVENTION ❑ PLANNING DIVISION. 1 STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 10/09/97 COMPLETE ❑ ' NOT COMPLETE ❑ NOT APPLICABLE f J_ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED& ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE (C el fr . 1 DUEDATE 10/23/97 APPROVALS OR CORRECTIONS: (ten days) APPROVED l ! APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. 1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0332 PROJECT NAME BOEING 121 -05 DEPARTMENT: BUILDING DIVISION ❑� FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS • STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE • COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If, rout staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL/ '' DATE /Q APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION, DETERMINATION: l APPROVED l APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE 10/07/97 (Certification of occupancy required. 10/09/97 DUE DATE 10/23/97 DUE DATE NOT APPROVED (attach comments) ❑ BLDG 21-01 COLUMN D6/8 D6/8 SUMMARY BOEING DC ... P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 46-87 PR OJECT PALLET RACKS FIG. BY M.ABDI CHECKED BY a..,4 DATE 10/1/97 SHEET OF BUILDING: 21-01 LOCATION: D6/8, COLUMN X-)0( (SEE LAYOUT) METHODOLOGY: THE FOLLOWING CALCULATIONS REVIEW EXISTING PALLET RACKS FOR GRAVITY AND LATERAL LOADS. THE MAXIMUM CAPACITY OF THE RACKS, GIVEN THE EXISTING CONFIGURATION AND LOCATION, WAS DETERMINED. SUMMARY: POSTED LOAD LIMIT: 4000 LBS PER SHELF STRUCTURAL CAPACITY: 4000 LBS PER SHELF THE ABOVE NOTED PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD 0F4000 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT CONFIGURATION AND LOCATION ONLY. BEAM SECTIONS ARE LBC50 WITH 4 PIN END PLATE BRACKET AND WELD TYPE B, 10' LONG COLUMN SECTIONS ARE LMT30, 12' LONG WITH 1/2"x5"x8" BASE PLATE USE (2) 1/2" DIA.x 2 1/4" MIN EMBD. HILTI KWIK BOLT II. SPECIAL INSPECTION IS NOT REQUIRED. FIELD OBSERVATIONS: SEE FIELD CHECKLIST FILENAME: TMPPRK01.XLS RECOMMENDATIONS: ‘ Q,\J A ? r A \ tk "89 JOB NO. 772726-00 RECEIVED CITY OF TUKWILA 0 C 0 7 1997 PERMIT CENTER 10/1/97 12:34 PM BLDG 21-01 COLUMN D8/8 SLAB CHECK BOEING DC P. 0. Box 3707 Seattle, Washington 981242207 Mail Stop: 46-87 . , FIG. BY M.ABDI CHECKED BY 4000 LBS PER SHELF COMPONENT BEAM , BEAM WELD COLUMN BASE PLATE SLAB BOLT PER SHELF CAPACITY 7780 6101 7476 4757 ------ 3970 e r/- 13182 BY: BAO / REV. A/ 12.4.93 JOB NO. 772726-00 DATE 10/1/97 SHEET OF 1/1 FILENAME: TMPPRK01.XLS 10/1/97 1:48PM BLDG 21 -01 COLUMN D6/8 PALLET RACK DESIGN I . I BO EING P . O. Box 3707 DC Seattle, Washington 98124 -2207 Mail Stoo: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI PALLET RACK GEOMETRY NUMBER OF SHELVES = 4 (MUST BE < 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 38" SHELF SPACING = 38" SHELF SPACING = 38" SHELF SPACING = 10" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" BY: BAO / REV. C / 11.03.93 CHECKED BY JOB NO. 772726 -00 DATE 10/1 /93 SHEET OF BEAM SPAN = 120" SHELF BASE SET SHELF HEIGHTS BELOW TO ZERO BEAM SPAN = 120" 1/8 FILENAME: TMPPRKOI.XLS 10/1/97 12:41 PM LEVEL D hx (in) hx (in) wx (k) wxhx wxhx Fx (k) E wxhx 38 124 7e- ,- .,- - 0000 N N N N 260.4 0.463 0.210 38 86 180.6 0.321 0.146 38 48 100.8 0.179 0.081 10 10 21 0.037 0,017 0 0 0 0 0.000 0.000 0 0 0 0.000 0.000 0 0 0 0.000 0.000 0 0 0 0.000 0.000 TOTALS 8.4 562.8 1.000 0.454 [BLDG 21-01 COLUMN D6/8 PALLET RACK DESIGN DC BOEING • P.O. Box 3707 Seattle, W Washington 98124-2207 PROJECT PALLET RACKS FIG. BY M.ABDI BEAM LOADS SHELF DL = SHELF LL = BY: BAO / REV. C / 11.03.93 200 LB/SHELF = 4000 LB/SHELF = CHECKED BY 100 LB/BEAM 2000 LB/BEAM MOMENT AT CENTER OF BEAMS: ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. WDLL MDL = 8 *(80%) (80%) * (0.100 * 120 / 8) k-in = ALL MLL = a *(80%)= (80%) * (2.000 *120 / 8) k-in = JOB NO. 772726-00 DATE 10/1 /93 SHEET OF 1.20 k-in 24.0 k-in MOMENT AT END OF BEAMS: " WDLL MDL = * ( 2TA) = (20%) * (0.100 * 120 / 8) k-in = 0.30 k-in 8 Mu.= *(2CP/o) = (20%) * (2.000 * 120 / 8) k-in = 6.0 k-in SEISMIC LOADING - LONGITUDINAL DIRECTION ZIC V = x W Rw Z = 0.3 1= 1 C= 2.75 Rw = 8 (FOR MOMENT FRAME, Rw = 8; FOR BRACED FRAME, Rw = 6) 2 <----TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (PER UBC STDS) W = 4* (200 + 4000/2)/1000 = 8.8 k (FOR BOTH SIDES OF RACK) V=0.1031 W= 0.908 k LATERAL FORCE DISTRIBUTION - LONGITUDINAL DIRECTION (ONE SIDE OF RACK ONLY) 2/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM BLDG 21-01 COLUMN 08/8 PALLET RACK DESIGN BOEING DC P.O. Box 3707 - Seattle, Washington 981242207 m = V = 0.356 k m = 6.755 k-in v= Mail Stow 46-87 1.994 k-in 0.09 k m= v= 0.21 k m = 3.989 k-in v = 5.372 k-in 0.125 k m = V = 0.356 k m = 6.755 k-in v= 7.528 k-in 0.107 k m = V = 0.437 k m = 8.3 k-in v = 6.419 k-in 0 k m = V = 0.454 k m = 4.538 k-in v 0 k-in 0 k m = v = 0 k m= 0 k-in v 0 k-in 0 k al v= 0 k m = 0 k-in v 0 k-in 0 k m v= 0 k m = 0 k-in v 0 k-in al V = 0 k m= 0k-In .„ 1 • , • • 4. ' • .,'• . • • • . • • • • • • • • . • • . 1 • PROJECT PALLET RACKS FIG. BY M.ABDI WIttwohembocawlits•MAN; SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) USING "PORTAL FRAME METHOD DETERMINE FORCES AT INTERIOR SECTION DUE TO SEISMIC LOADING • BASE FIXITY: TYPE "2" IF BASE IS FIXED; TYPE "1" IF BASE IS PINNED > 1 / 0 k 0 k 0 k BY: BAO / REV. C / 11.03.93 O k v 4 SET SHELF m = BELOW TO ZERO V= M = v= M = V= CHECKED BY JOB NO. 772726-00 DATE 10/1 /93 SHEET OF Pd+I+s = 8.4 k v= 0.033 k 1.994 k-in 0.09 k 5.372 k-in 0.125 k 7.528 k-in 0.107 k 6.419 k-in 0 k 0 k-in 0 k 0 k-in 0 k 0 k-in 0 k 0 k-in 3/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM BLDG 21-01 COLUMN D6/8 PALLET RACK DESIGN BOEING DC P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) BEAM LOADS - VERTICAL LOAD = 2100 lb /beam Md +I CENTER = 25.20 k -in Md +I END = 6.30 k -in .TRY, LBC50 Mseismic = BY: BAO / REV. C / 11.03.93 7.53 k =in Md +I +s END = 13.83 k -in CHECKED BY 120" Fy = 50 ksi Sx = 1.766 inn Ix = 4.644 in ^4 Fb = 0.6 * Fy = 30 ksi MaII= Sx *Fb= 1.7655 *30 = CHECK SEISMIC - (4/3) * Mall = CHECK DEFLECTION A = 1/ 180 = 0.667 in 5w1 e act = 384E1 CHECK END CONNECTION - WELD TYPE: B 70.62 k -in DATE 10/1 /93 SHEET OF 0.35 in <= 0.667 OK JOB NO. 772726 -00 WELD CAPACITY: 20.57 "k > 13.83 OK ( -33% UNDERSTRESS CONDITION) PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105 " PLATE CAPACITY: 36.29 "k > 13.83 OK 4/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) v wxhx 24 " 170.20 N N CNN 0 0 0 0 714.84 0.424 0.980 166.73 19 " 120.75 507.15 0.301 0.695 83.92 19 " 77.05 323.61 0.192 0.443 34.17 19 " 33.35 140.07 0.083 0.192 6.40 O 0 " 0.00 0.00 0.000 0.000 0.00 0 " 0.00 0.00 0.000 0.000 0.00 0 " 0.00 0.00 0.000 0.000 0.00 0 " 0.00 0.00 0.000 0.000 0.00 TOTALS 16.8 1685.67 1.000 2.310 291.22 LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) E wxhx 170.20 N N N N O O O O O O O 714.84 0.956 0.631 107.36 98.90 19.78 0.026 0.017 1.73 55.20 11.04 0.015 0.010 0.54 11.50 2.30 0.003 0.002 0.02 0 0 0.00 0.00 0.000 0.000 0.00 0.00 0.00 0.000 0.000 0.00 0.00 0.00 0.000 0.000 0.00 0.00 0.00 0.000 0.000 0.00 TOTALS 4.8 747.96 1.000 0.660 109.65 BLDG 21 -01 COLUMN D6/8 PALLET RACK DESIGN I BOEING P. O. Box 3707 DC Seattle, Washington 98124 -2207 Mail Stoo: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI SEISMIC LOADING - TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION V _ ZIC xW Rw Z = 0.3 I= 1 C = 2.75 Rw = 6 (FOR MOMENT FRAME, Rw = 8; FOR BRACED FRAME, Rw = 6) 1 <-- - -TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (PER UBC STDS) W1 = 4* (200 + 4000)/1000 = V1-= 0.1375 W= 2.31 k W2 = [(4 * 200) + 40001/1000 = V2 = 0.1375 W = 0.66 k CHECKED BY LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL BY: BAO / REV. C / 11.03.93 LATERAL FORCE DISTRIBUTION - ONLY TOP SHELF LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL JOB NO. 772726 -00 DATE 10/1 /93 SHEET OF 16.8 k (ALL SHELVES LOADED) (PER UPRIGHT FRAME) 4.8 k (ONLY TOP SHELF LOADED) (PER UPRIGHT FRAME) 5/8 FILENAME: TMPPRK01.XLS 10/1/9712:41 PM BLDG 21 -01 COLUMN D6 /8 PALLET RACK DESIGN BOEING DC P. O. Box 3707 . Seattle, Washington 98124 -2207 Mail Stoo: 46-87 19" PROJECT PALLET RACKS FIG. BY M.ABDI SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) ALL SHELVES LOADED 0.98 k . SHELF DEPTH = 37 in 24" > .L 0.44 k 19" 0.19 k 19" "' SHELF BASE - SLA 0.00k 0 " - > 0.69 k 0.00k ^ 0.00 k 0" 0.00 k Ps= 291.22/37 = 7.87 k Pd= 0.4k Pd= 0.4k PI= 8 k PI= 8 k PI= 2 k PI= 2 k BY: BAO / REV. C / 11.03.93 Ps= 291.22/37 = 7.87 k CHECKED BY P= 4200 lb P= 4200 lb P= 4200 lb P= 4200 lb B 0.63 k 24" "' 0.02 k 0.01 k 0.00 k 0.00 k SHELF BASE - SL)A 0.00 k I 0.00 k 0.00 k Ps = 109.65 / 37 = 2.96 k JOB NO. 772728 -00 DATE 10/1 /93 SHEET OF ONLY TOP SHELF LOADED SHELF DEPTH = 37 in P= 4200 lb 200 lb P= 200 lb P= 200 lb Ps = 109.65 / 37 = 2.96 k Pd = 0.4 k Pd = 0.4 k 6/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM BLDG 21 -01 COLUMN D6/8 PALLET RACK DESIGN ' BOEING DC ' P.O. Box 3707 Seattle, Washington 98124 -2207 MAXIMUM DOWNWARD LOAD (k) = Mail Stoo: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI .A..YIraInsmTfM1f.9 BY: BAO / REV. C / 11.03.93 CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) ..*.mawrewrawrw.:.wMow woyme, JOB NO. 772726 -00 DATE 10/1 /93 SHEET OF COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL)= 0.40k P(LL)= 8.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 8.40 k M (SEISMIC) = 8.30 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.40 k P (LL) = 8.00 k P (SEISMIC) = 7.87 k P (TOTAL) = 16.27 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) 7/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM 1iMP•tNN, ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (k) = 7.87 + 0.4 + 8 = 16.27 2.96 + 0.4 + 2 = 5.36 FACTOR OF SAFETY AGAINST OVERTURNING = (0.4 + 8)/ 7.87 = 1.07 (0.4 + 2)/ 2.96 = 0.81 < 1.5 NG < 1.5 NG BASE UPLIFT LOAD TO BE RESISTED BY ANCHOR BOLTS (k) = (1.5 * 7.87) - 0.40 - 8.00 = 3.41 (1.5 * 2.96) - 0.40 - 2.00 = 2.05 PROJECT PALLET RACKS FIG. BY M.ABDI .A..YIraInsmTfM1f.9 BY: BAO / REV. C / 11.03.93 CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) ..*.mawrewrawrw.:.wMow woyme, JOB NO. 772726 -00 DATE 10/1 /93 SHEET OF COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL)= 0.40k P(LL)= 8.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 8.40 k M (SEISMIC) = 8.30 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.40 k P (LL) = 8.00 k P (SEISMIC) = 7.87 k P (TOTAL) = 16.27 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) 7/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM 1iMP•tNN, FIG. BY M.ABDI COLUMN DESIGN (CONT)- TRY , LMT30 , CHECKED BY DATE 10/1 /93 SHEET OF PROJECT PALLET RACKS JOB NO. 772726 -00 BLDG 21 -01 COLUMN D6 /8 BOEING P. O. Box3707 PALLET RACK DESIGN DC Seattle, Washington 98124-2207 Mail Ston: 46-87 Fy = 50 ksi Lx = 38 in Ly =. 52 in Kx = 1.5 (LONGITUDINAL) Ky = 1 (TRANSVERSE) A = 0.8 in ^2 Ix = 1.339 in ^4 rx = 1.294 in ry = 1.098 in Sx = 0.893 inA4 Sy = 0.604 inA4 (kI /r)x = 44.06 BY: BAO / REV. C / 11.03.93 (kI /r)y = 47.36 < GOVERNS Fa = 24.76 ksi Pa = 19.81 k FOR LONGITUDINAL SEISMIC LOADING - Fb = 0.6 *Fy = 30 ksi Ma = Fb *Sx = 26.78 k -in P /Pa + M /Ma = (8.4/19.81) + (8.3/26.78) = 0.734 < , 1.33 OK FOR TRANSVERSE SEISMIC LOADING - P /Pa = (16.27/19.81) = 0.822. < 1.33 OK CHECK DL + LL - P /Pa = (8.40/19.81) = 0.424 < 1.00 OK 8/8 FILENAME: TMPPRK01.XLS 10/1/97 12:41 PM BLDG 21 -01 COLUMN D6/8. BEAM WELD CAPACITY BOEING - DC P. 0. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 46-87 JOB NO. 772726 -00 DATE 10/1/97 SHEET ( ITEM 1 2 3 4 5 6 TOTALS PROJECT PALLET RACKS FIG. BY M.ABDI BEAM & WELD GEOMETRY BEAM: LBC50 WELD THICKNESS = 0.125" EFFECTIVE THICKNESS = 0.125 * 0.707 = 0.088" WELD TYPE = B 3.50" (2) (3) (4) (5) (6) (7) (8) (9) (1 0) HEIGHT WIDTH y A Ay (bh ^3)/12 d AdA2 (7) + (9) 1.500 0.088 4.250 0.133 0.563 0.025 1.750 0.406 0.431 3.500 0.088 1.750 0.309 0.541 0.316 -0.750 0.174 0.490 5.000 0.088 2.500 0.442 1.105 0.921 0.000 0.000 0.921 0.000 0.088 0.000 0.000 0.000 0.000 -2.500 0.000 0.000 0.000 0.088 3.500 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.088 5.000 0.000 0.000 0.000 2.500 0.000 0.000 0.884 2.210 1.261 0.580 1.841 COG Y= 2.5 in BY: BAO / REV. A / 11.13.93 A = 0.884 in2 Y = 2.5 in I = 1.841 in4 St = 0.737 in3 Sb = 0.737 in3 r = 1.443 in CHECKED BY 0.88" 1.88" 2.75" ALLOWABLE WELD STRESS = 70 ksi * 0.30 * 1.33 = 27.93 ksi ALLOWABLE SHEAR = 27.93 ksi * 0.88 = 24.69 k ALLOWABLE BENDING = 27.93 ksi * 0.74 = 20.57 "k 5.00" 1/1 FILENAME: TMPPRK01.XLS 10/1/97 12:55 PM ("" BLDG 21-01 COLUMN D6/8 BASE PLATE DESIGN BOEING DC P. O. Box 3707 Seattle, Washington 981242207 Mail Stem: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI BASE PLATE DESIGN DIMENSIONS: N = 500" B = 8.00' bf = BY: BAO / REV, C / 11.03.93 = 3.00" 3.00" x= 1.00" PIER SIZE = 1296 sq in Bolt dia = 0.5 " MATERIAL PROPERTIES: fc' = 4000 psi Fy = 36 ksi Es/Ec = 10 LOADS: P(DL+LL)= 8.40 k LONGITUDINAL- P (seis)= (seis)= 0.00 k M (seis)= 0.00 "k V (seis) = 0.45 k TRANS VERSE- P (seis)= 7.87 k M (seis)= 0.00 "k P(uplift) = 3.41 k V (seis) = 1.16 k CHECKED BY S min S min JOB NO. 772726-00 DATE 10/1/97 SHEET OF • LOAD TYPE: I S ,,, a) UNIFORM . S ;,. b) TRAPEZOIDAL 1/4 FILENAME: TMPPRK01.XLS 10/1/97 1:51 PM BLDG 21-01 COLUMN D6/8 . BASE PLATE DESIGN F BOEING DC . P. O. Box 3707 . Seattle, Washington 98124-2207 Mail Stow 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI DETERMINE tp: fP tP M 0,25f *1.33 P tP f = n 10.25f y *1.33 ACTUAL tp = 0.500" BY: BAO / REV. C / 11,03.93 0.132" 0.331" CHECKED BY DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: • Pc = P(DL+LL) + P(SEISMIC LONG.) = 8.40 k BOLT AREA, As = 0.20 sq in A = B * N = 8.00 *5.00 = 40.0 sq in Sx=N*BA2/6 = 53.3 InA3 • f = B/2 - x = (8.00/2) - 1.00 = 3.00" e = M/Pc = 0.00/8.40 = 0.00" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) • Smin = 0.21 ksi Smax = 0.21 ksi • Pt = 0.00 k NO ANCHOR BOLT TENSION BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3-106 THRU 3-108. m = (N - d)/2 = (5.0 - 3.0)/2 = 1.00" n (B - bf)/2 = (8.0 - 3.0)/2 = 2.50" fp = 0.21 ksi Al = B*N= 8.0*5.0 = 40.0 sq in A2 = 1296 sq in (Pier size) 0.331" OK JOB NO. 772726-00 DATE 10/1/97 SHEET OF 2/4 FILENAME: TMPPRK01.XLS 10/1/97 1:51 PM BLDG 21-01 COLUMN D6/8 BASE PLATE DESIGN BOEING DC P. 0. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 46-87 ' 11 PROJECT PALLET RACKS FIG. BY M.ABDI BY; BAO / REV. C / 11.03.93 ANY.1.11M0611...0•00.6.16.00,4044...' CHECKED BY DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE TRANSVERSE DIRECTION: • Pc = P(DL+LL) + P(SEISMIC TRANS.) = 16.27 k • BOLT AREA, As = 0.20 sq in A B * N 8.00 * 5.00 = 40.0 sq in Sy = B * NA2/6 = 33.3 inA4 f = N/2 = (5.00/2) = 2.50" BASE PLATE LOAD TYPE: a) UNIFORM Smax = 0.41 ksi Smin =0.41 ksi (SEE SKETCH ON PREVIOUS SHEET) NO ANCHOR BOLT TENSION DUE TO MOMENT Pt = 1.70 k ANCHOR BOLT TENSION DUE TO UPLIFT BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3-106 THRU 3-108. fp = • 0.41 ksi DETERMINE tp: fp 0.184" tP = M AI = O. 25fy *1. 33 t = n = 0.460" < GOVERNS y fp 0. 25f *1. 33 • ACTUAL tp = 0.500" > 0.460" OK BENDING DUE TO UPLIFT: MAX Pt = 1.70k M= Pt*(n-x)= 2.555"k S = (N * tp^2)/6 = 0.208103 fb = M/S = 12.26 ksi Fb = 1.33* 0.75*Fy = 36.00 ksi 12.26 ksi OK JOB NO. 772726-00 DATE 10/1/97 SHEET OF 3/4 FILENAME: TMPPRK01 ,XLS 10/1/97 1:51 PM BLDG 21 -01 COLUMN D6/8 BASE PLATE DESIGN BOEING DC P.O. Box 3707 Seattle, Washington 981242207 Mail Stoo: 46-87 JOB NO. 772726 -00 DATE 10/1/97 SHEET OF PROJECT PALLET RACKS FIG. BY M.ABDI BY: BAO / REV. C / 11.03.93 0.500" CHECKED BY DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: BASE PLATE LOAD TYPE: UNIFORM Smin = 0.21 ksi Smax = 0.21 ksi fp = 0.21 ksi DETERMINE tp: f 25 fy P = 0.153 n , I0 25 f = 0.382" <----GOVERNS V y ACTUAL tp = 0.500" > 0.382" OK CHECK ANCHOR BOLTS: MAX Pt = 1.70 k - 1.97 = MAX V (PER BOLT)= 0.58 k ANCHOR BOLT TYPE: HILTI KWIK BOLT II SPECIAL INSPECTION ?: NO DIAMETER: EMBEDMENT: 2.250" TENSILE CAPACITY = 0.68 k SHEAR CAPACITY = 1.84 k INTERACTION: MAX Pt + MAX V < 1.00 TENSILE CAPACITY SHEAR CAPACITY 1.703/0.680 + 0.578/1.840 = = 2.505 + 0.314 = 2.818 > 1.00 NG W/O 1.5 FACTOR = 0.314 < 1.00 OK IF 1.5 FACTOR NOT USED 4/4 FILENAME: TMPPRK01.XLS 10/1/97 1:51 PM BLDG21-01 COLUMN D618 SLAB CHECK BOEING DC p'. 0. Box 3707 Seattle, Washington 98124-2207 ' Mall Stop: 46 7.0" PROJECT PALLET RACKS FIG. BY M.ABDI CHECK SOIL BEARING TRANSVERSE FORCES: P(DL) = 0.40 k • P(LL) = 8.00 k P(S) 7.87 k P(TOTAL) = 16.27 k SLAB tHICKNESS = SLAB DEPTH, d = fc' = 4,000 psi fy = 60,000 psi ALLOWABLE SOIL BEARING PRESSURE = ALLOWABLE SOIL BEARING PRESSURE FOR SEISMIC = BASE PLATE AREA N = 5.00 in B = 8.00 in Abase = 5.00 * 8.00 = EQUIV CIRCULAR AREA = icr li Abase Neely = = 3.57 in TC b = 7.14 in L = 10.57 in LOADED AREA = 2.44 sf FOR DL + LL SOIL BEARING PRESSURE = FOR DL + LL + SEISMIC SOIL BEARING PRESSURE = BY: BAO I REV. Al 10.19.93 CHECKED BY 7.00 in 5.25 in (TO REBAR) 2,000 psf 2,667 psf 40 sq in 3447 psf 6678 psf JOB NO 772726-00 DATE 10/1/97 SHEET OF > 2000 NG rrz• C.4^,C.:t.--,)...., G 1. - 1; " a,, ,i ..L.C... 1,1A pai,Li 1/2 FILENAME: TMPPRK01.XLS 10/1/97 1:44 PM 2667 NG BLDG 21 -01 COLUMN D6 /8 SLAB CHECK BOEING DC P. O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 46-87 PROJECT PALLET RACKS FIG. BY M.ABDI F = (b * d ^2)/12,000 = 0.0276 Ku = Mu /F = 90.47 Ku= cic)f'ccu(1- .59cu) cu = 0.0270 p REQ'D= w *(fc/fy)= pMIN = 200 /fy = SETp= 4/3 *p= Ast REQ'D =pbd= bo = BY; BAO / REV. A / 10.19.93 CHECKED BY 0.0018 0.0033 0.0024 0.15 in^2 JOB NO. 772726 -00 2 * [(5.00 + 5.25) + (8.00 + 5.25)] = 47.00 in Vu = 1.4D +1.7L = 14.16 k Vu = 0.75(1.4D + 1.7L + 1.7(1.1E)) _ OVo = 0.85 (4) f'Cbod = 53.06 k DATE 10/1/97 SHEET OF DETERMINE AREA REQUIRED TO BRING SOIL BEARING WITHIN ALLOWABLE. REQUIRED LOADED AREA = 6.10 sf SOIL BEARING PRESSURE (DL +LL) = 1,377 psf FACTORED SBP = 1.4D +1.7L = 2,321 psf SOIL BEARING PRESSURE (DL +LL +E) = 2,667 psf FACTORED SBP = 0.75(1.4D + 1.7L + 1.7(1.1 E)) = 3,550 psf REQUIRED LOADED AREA RADIUS = 16.72 in CHECK BENDING: 21.66 k < - -- GOVERNS > 21.66 OK Mu = (3.55 * 14.22 ^2) /(2 * 12) = 29.9 in k/ft = 2.49 ft-k/ft FOR PLAIN CONCRETE: S = (bd ^2)/6 = 98 in3 Ft = 1.6(fc) ^0.5 = 101.2 ft = M/S = 305.3 psi > 101.2 psi NG/ C err/ r/ s 10c •)t 46.1.5111^° SLAB "BEAM ACTION" CALCULATIONS re.in ArCe..rr a✓it r'/‘- ,u s ►ST; M t Ast PROVIDED (IN 1 FT WIDTH) = 0.15 i02 < 0.15 inA2 NG CHECK PUNCHING SHEAR: i � QY � 2/2 FILENAME: TMPPRK01.XLS 10/1/97 1:44 PM C City of Tukwila Fire Department o I q1 q1 Fire Department Review Control # Re: Rack at iC 141 o 2 / - 105 Dear Sir: 39 1 L t 120 P1 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling - hung "Space or Unit" heaters. (UFC 1109.2) Thomas P. Keefe, Fire Chief Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.•4404 • Fax (206) 5754439 ".,343.44A City. of Tukwila Page number 2 5. Depending on the classification of the commodity being stored . and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the'Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed'piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 February 10, 1997 1-9604-DBW97024 To: Please contact me if you have any questions. D. B. Weigelt 1-9604, 1F-09 (206) 655-4535 Enclosure Larry Allen 19-35 Leonard Astemborski OH-13 Terry Beals 63-04 Rick Ford 2R-71 Len Knecht 63-04 N. Konwent 5H-26 John Murdoch 89-14 N. Pestisme 63-04 Lori Pitzer 2R-71 Mike Sullivan 3U-EH Gary Taller 46-87 Rex Turner 7R-35 • . •• s' •./ • . .• • • / .6.0.4•••■ • • • . . • . Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. ROE T NC"294ML RECEIVED CITY OF TUKWILA OCT 0 7 1997 PERMIT CENTER . • • DRAWING INDEX DRAWING NO. SHEET NO. TITLE DRAWING NO. SHEET NO. MILE 21 -01 —A1 Al F TITLE SHEET 21- 01 -1A01 1A01 1ST FLOOR PLAN SOE\C IV TAY #7/2/?6 u0, NS AfireitZEZAV FACILITIES DEPARTMENT ARP AL B0 -1 \G DEVELOPVE \TAL CE\TEF 9725 EAST VARCNAL WAY SOUT TU<WILA, WAS- INGTO\ 98108 BLDG. 21 -01 ADDRESS 3417 SO. 120TH PLACE SEATTLE, WA (EAST MARGINAL WAY CORPORATE PARK) EAST MARGINAL WAY CORPORATE PARK CHECK BOX ANPS PALE GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. TOORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST ® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 —A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ❑ 5. EMERGENCY ROOF REPAIRS, 5 COMPLETE SETS & CALCS ® BRIEF PROJECT NARRATIVE 1. INSTALL 5 ROWS OF 4 SECTIONS PER ROW PALLET RACKS. ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTAB UTY THIS DESIGN AND /OR SP EgFlCADON Is 4 °PROVED APPROVED BY DEPT. SSA RACKS DRANT BY CHECKED HEC M. ABDI CHECKED APPROVED 0C, APPROVED LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION EXTERIOR NON— BEARING WALL STRUCTURAL FRAME ROOF SEISMIC ZONE WIND LOAD SNOW LOAD DATE suBTn' 9 -30 -97 3 -30 -97 " BLDG. 21 -01 CODE SUMMARY TUKWILA 1994 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILLA GROUPS B & F IfPE V —N 98,600 98,600 15 FT. 1 1 BARRIER FREE UNPROTECTED UNPROTECTED UNPROTECTED 3 80 MPH EXPOSURE C 25 PSF SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ❑ ELECTRICAL 0 PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION 1°11 -o33: TITLE SHEET ARCHITECTURAL MASTER 1 understand that the Plan Check approvals are i,.� -�.I,o er sd nn Iti�,Irlr and uF dV�l of VIJI 1f an4 - .s r, t c TCr Y `` trtns ad I rono �r 'r d' r � added 1111 ! ractor s coG`ro / of aGanGrover/i + �_ i - - C Date 1: P rtnitN D.C. OCT 1 4 1997 RECEIVED CPT' OF TUKWlLA OCT 0 7 1997 PERMIT CENTER UST REVSION I SYMBOL SHEET Al DATE OF JOB N0. 772726 -00 DWG ND. 21 -01 —A1 1)91 -033Z BENSON INSTALL STORAGE SHELVES (J #772726 -00) B( MA 5P APPROVED GTE 09.30.97 SAE REMO APPROVED PLAN SCALE: 1 "= 30' -0" GTE BISFESA/c FACILITIES DEPARTMENT ACCEPTABILITY T16 omcu too /oB sPErsramu s .WPPOIm OWN 10 M. DITIMAR CHELNED APPROVED GTE 04.10.93 SMOTE FLOOR PLAN LEGEND: HE BUILDIN NTAINING MATERIAL WAS ING. 2. INSTALL LOAD OMIT SIGNS ON EACH PALLET RACK STATING: LOAD OMIT: 4000 LBS PER SHELF, UNIFORMLY DISTRIBUTED. 3. INSTALL (2) 1/2" DIAMETER x 2 1/4 MIN. EMBEDMENT HILT KWIK BOLT II 0 EA. LEG. 4. BEAMS SECTIONS SHALL BE LBC50 WITH 4 PIN END PLATE BRACKET AND WELD TYPE B CONNECTION (WELDED ALONG ALL VERTICAL LINES). 5. COLUMN SECTIONS SHALL BE LMT30 WITH 1 /Lx5"x6' BASE PLATE. 6. PALLET RACKS ARE 4eDEEPx 10' LONGx 12' HIGH WITH 4 SHELVES AS SHOWN BELOW. 10 -0" GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURV AND NO .ASBESTO WITHIN THIS BU .� 1A10 1A11 1Al2 1A13 1A14 1A15 0 BUILDING 21 -01.1 CONSTRUCTION NOTES: ARCHITECTURAL MASTER COL. A —L /1 -8 CORP. PARK BEEN CONDUCTED COVERED KEY PLAN 0 CITYOFTUE SCALE: NONE OCT 0 7 1997 usr avow FCN Nf r sr1T . . &re 1A 77272 6 -00 21- 01 -1A01