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Permit B94-0121 - BOEING #21-03 - STORAGE RACKS
City o 7i[kwil�'� (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0121 Type: B -RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: M1 M2 CM Contractor License No.: LUMPKI242BE Status: ISSUED Issued: 04/04/1994 Expires: 10/01/1994 Suite: TENANT BOEING #21 -03 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 CONTRACTOR LUMPKIN CONSTRUCTION Phone: 206 329 -1129 1627 EASTLAKE AVE EAST, SEATTLE WA 98102 **********,********************************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL 72.SECTIONS OF PALLET RACK. Rack Storage Dimensions - Linear Feet 720 UBC Edition: 1991 Valuation: 7,200.00 Total x Height 18.0 '. .0 .0 .0 .0 .0 Totals 12,960 12,960 Permit Fee: 134.10 ************************,******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 \bIL_ 7a11442 (0,A Permit Center Authorized Signature Date 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 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 mitt. Signature:_ Date: 4 Print Name: �- e �� y � Gl �• n-iti.p sp/NI _ Title: 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. CITY OF TUKWILA Department of C , nunity Development — Permit Cenz'. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME ri VO-e't dal 'CO SITE ADDRESS 311 l ao Pi SUITE NO. �-- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT ;DATE DATE APPROVED EQUIREMENTS t. COMMENT g BUILDING - initial review 3-a t-GIU FIRE -ac4 lq I2I1 (ROUTED) INIT: 14.1.11570 CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: ,..0typiy INSPECTOR :.„) Pt'`ci.— /Q O PLANNING ZONING: BAR/LAND USE CONDITIONS? ( )Yes [J No INIT: REFERENCE FILE NOS.: O PUBLIC WORKS INIT: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? ( ) Yes 1 TN PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review BUILDING OFFICIAL INIf 3 3( CIL( TYPE OF CONSTRUCTION: REVIEW COMPLETED CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): AMOUNT OWING: L'' , 0 CONTACTED Lam' • 0 • 1� �—• "IP BY: init. r IR r DATE NOTIFIED 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION _ BY: (init.) 01/08/99 BUILDIka PERMIT APPLICATION Division CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 _/y PLAN CHECK NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION AMOUNT BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE t c . (Do RCPT # DATE 14.-Oo OTHER: TOTAL - t3G. I r SITE ADDRESS SUITE # 4//7 /,o_� & ,2/ -0 3 VALUE OF CONSTRUCTION - $ 0 „„ ASSESSOR ACCOUNT #/0,2- 3D y- g PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP TYPE OF 0 New Building 0 Addition —0 Tenant Improvement (commercial) Li Demolition (building) WORK: p Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: AIRS ANFS WILL THERE BE A CHANGt IN USt? V§No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: c)S- 951 Tenant Space: Area of Construction: ovv WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: CI S•rinklers P4 Automatic Fire Alarm S stem PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98124 -2207 CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE PHONE // /�f ARCHITECT ADDRESS ZIP HEREBY CERTIFY THAT;,I HAVE READ AND EXAMINED THIS APPLICATION. AND KNOW THE SAME TO; : BE TRUE AND CORRECT; AN : :: AM AUTHORI SIGNATURE --�' BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME TERRY BENNETT CONTACT PERSON ADDRESS PO BOX 3707 M/S 46 -87 SEATTLE, WA. TERRY BENNETT DATE PHONE 544 -2975 98124 -2207 CITY/ZIP PHONE 4- APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES {012:!99 COMMERCIAL SthiMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS L_1 Completed building permit application (one for each structure) CiAssessor Account Number Two sets (2) of the following: nSpecifications Structural calculations stamped by a Washington State licensed engineer nSoils report stamped by a Washington State licensed engineer I Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect LJ Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Fl Completed utility permit application (one for entire project) . Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE lJ Completed building permit application Assessor Account Number Two (2) sets of plans, which include: 1 Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. I-1 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL - COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) Assessor Account Number Two (2) sets of construction plans, which include: n Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with use of each room labelled. • Exit doors, egress patterns, • Now walls, existing wall, and walls to be demolished. Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations stamped by a Washington State licensed engineer .may be required if structural work is to be done (2 sets) NOTE: It any utility work is to be done, submh separate utility permit application and plans. REROOF Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final Inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES ri Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) Li Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required NEW SINGLE - FAMILY DWELLINGS /ADDITIONS (1 Completed building permit application (one for each structure) (� Legal description 1 1 Assessor Account Number Two sets (2) of working drawings, which include: • Site plan •••••■••••• (On plan, show closest hydrant location. • • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • . • Structural framing plans Washington State Energy Code data F-1 Completed utility permit application Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined ;See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. RESIDENTIAL REMODELS Completed building permit application (one for each structure) nAssessor Account Number nl Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans NOTE: If any utility work Is to be done provide utility permit application REROOFS Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and Malone! being installed: NOTE: A certification letter is required prior to final Inspection and sign -off of the permit: :******• A* **** *•*k* * *k** **h****k•kk** **7l A ****k**** * **k* **** ** *k** *k* CITY OF TUKWILA, WA TRANSMIT ** k• kk*************** A•*k**• k***•******* * * **• *****•*****4 ** * *** * *h** *•k TRANSMIT Number: Permit too: Parcel No: Site Address: Payment Method: 94000470 Amount: B94-0121 Type: B -RACK RACY STORAGE PERMIT /02304 -9069 3417 8 120 PL CHECK Natation: LUMPKIN CONST. ]:ni1/�1 30.00 04/26/94 07:2; * •** ** * ** * * * *** * **•k **** ** ** k *4 *** *•k** **** k * ** * * ** k *** *k* k k * **** *•k Account Code 000/322.100 Description BUILDING - NONRES . Total (This Payment): Total Fees: Total All Payments: Balance: 164.,10 164.1.0 .00 Re fl7Qc*\on Few... Paid 30.00 30.00 GENERA 30.00 TOTAL CHECK CHANGE 1351A000 30.00 30.00 0.00 21:19 :4 *k *•, ****** ** ***** ** * *** *' ****• kk *' k****k* :kh;4*** * * *•h•h.:4*k**k ******* CITY OF TUKWIL.A, WA TRANSMIT ***: 4* *'k.4•kk*** **.t***** *k********• * ** * * ** ***k* *** **k * *****k* *****k TRANSMIT Number: 34000307 Amount: 134.10 04/04/94 11 :04 Permit No: 094 -0121 Type: 0-RACK RACK STORAGF.04/P WAI C Parcel No: 1.02304 -9069 Site Address: 3417 9 120 PL Payment Method: CASH Notation: BOEING Init: SL0 kk.k*• ******* *k**k*kk*k***** ***** k* *****k•k**** * **** *** *k•k * ** **•k Account Code 000/322.100 O0O /386.904 Description BUILDING - NONRES STATE BUILDING SURCHARGE • Total (This Payment): Total Fees;: Total All Payments: Balance: 134.10 134.10 .00 Paid 129.60 4.50 134.10 GENERA 129.60 GENERA 4.50 TOTAL. 134.10 CHECK 134.10 CHANGE 0.00 0709A000 19 :45 CITY OF TUKWILA Address: 3417 S 120 PL Suite: Tenant: BOEING #21 -03. Type: B -RACK Parcel #: 102304 -9069 Permit No: B94 -0121 Status: ISSUED Applied: 03/24/1994 Issued: 04/04/1994 ***,***************************************** ** ** * * * ** * * * * * *** ** ** * *** * * ** ** Permit Conditions: • 1 . No changes will be made .• o : h`eg 'p�i i`s. un4ess, approved by the Architect• and the T kw.l l a B °tiff :l d l ng "D..i`v'i4s; ,4th.' :r•-- (2. Al 1 permits, ins•pec,t .or r,ecorzds, ands approved; p`Ta.ns shall be maintained everea,„fe at, the 5:oli si e;� prior to h8 s`t;art of • any constructi'a'n:y" • Tl es`e1� gad' t:u'rents at a to elmairitain'ed available !RNA' f;inay.; in$;pection ap.prova1 '.isl;gran ted-: 03:, • • 3. 'A11 constri4;ot c toy ` e done,,,:i�n +conf'o'rtmance with ?';, pproved p i ans ar �' e(144 reme�ntsy af� the ,U i f orm Bu i14d•i ng Code "' 199+1 •Edition) i; amended by5 the WaAh1'nt[ton State ``B:u i Idli ng Code, / f Perm�it.•;�'` The 1ss•u` nce" t a permit �o. e` r.ypval p. 4 . Val i d i � � tens c' � , , �a ,r �,. k=; a p � «'� � planst`peci,ficatri;en_, an,d�.,,8c�,�imputati,ons shall not3,he"'con;', • strued" o be a permit 'f;o'r�, or gan approval of, anyoviolatPi'on�� of arty]of..th`'e pr'ovisiora;s of ter, •s•- °.code, or of any other'',,, ord ic,e o f,, the uria'd:�.c.tioni �- �� fir. .� t No P�e'rmit presuming'to g,;i�e` .aut , d ityt.aor�" v "1o1ate..;;or»,aancee1 the •prov- i,s.i,ons of this code sha;1.1' be , vat id,. p' j "s, v 1 : �;''<' ! } .. !t3 rol INSPECTION RECORD (.. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9 - 01D (206) 431 -3670 Project: b � # f -03 Type of Ins �F i Addre3 . PL L Date Called: Special Instrucl's I G, 0 / Date wanted: Requester: ..Q 1 L Phone No.: ci) 6U l77*---- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: nspector: 17 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No,: Date: INSPECTION RECORD Retain a copy with permit /3>y 0 /a/ PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3 70 9a_ it.. , Q7/ ` 03 , f -m77 / Add te% 17 `�. /94) -Pi Die Called: 4 _ _ .77 . q4.-- S�ie�ial Instructions: 0,,,o( 4 () f I\ 1 -L-j,0 t •-' 5 ' P0fe Ern:.d 5 M Date Wanted: � \ =. — . 5-'" cizi. (amt .m. uester r Ph" Na: 46(,) _ 1.77 °/. ❑ Approved per applicable codes. g Corrections required prior to approval. COMMENTS: S .e.,A4 ..e657 Z e:/-4 e— %ate 5� 61t,yi h/,/,z-s nspector: Dale: 430.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. •.R^10,7,:.t'Sw.�`"0 :t t"„^ey,rotpd CJ INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pf°_RI►�T NO. (206) 206 431 -3670 • Address: 3r , I i �,,1�, 130 pi Date Caged: (i . 1 - c Lf Special Instructions: GM, `(, a, sm 1g Date Wanted: (A _(Q _ G u am. e i Requester "-err PhonoNo.: 0 Approved per applicable codes. ( Corrections required prior to approval. COMMENTS: --�/ e Oita-24 i' CeiLy � i. &t, /5; IInspect or. Lti4Adfr7 Date: L/ "' 2j , _qv O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. IReceipt No.: Date: :.A8-49,0P"ytinSy�640:114; . 7. 7,MN7,r4rit.k- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMT N0. / (206) 431 - 367/0 .- / 11 Type of inspection: , /i - 2," / 1 � S . C..• (? p/ Date Called: , / M L� MC.q- //_ `T T Special Instructions: �2 c 5 &-t ct (P M Date Wanted: w 7- 9� a.m. li Requester. Phone No.: ,t.e) -- 7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Ge(-- , 157A 4?-o) APP r o vivo Inspector, : ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Kept : e: . -. r ..,,.z,.y.:.,t; .:r a ,., ; .+�,. nr�+�w . an +t� „t u.a. -+artr M" 1RrMe0 : :w r►ae. .. ,.. r: 4 • 4. •:•,4 414.0-i,•,',,t4R4p1•4•4..r• City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fin. Chief Permit No. a9q-•G/.1./ I./// Project Name Address 3 '122,L4LIDLar. Suite # Retain current inspection schedule Needs shift inspection • Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 4a'e Chelmip Authorized 'gnature T.Po 4'S/j Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Faro (206) 5754439 CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL X _ X _ X = X = GRAND TOTAL _ / 90 RECEN CITY OF ETUKED WILA MAR 2 4 1994 PERMIT CENTER Boeing Defense & Space Group Military Airplanes Division P.O. Box 3707 Seattle, WA 98124 -2207 APRIL 06,1994 TO: SHELLIE BATES CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA. 98188 SUBJECT: TRANSFER PERMIT TO LUMPKIN CONSTRUCTION MS.BATES: THE LUMPKIN CONSTRUCTION COMPANY WILL BE DOING THE PAL- LET RACK INSTALLATION ON PERMIT B94 -0121 AT THE 21 -03 BUILD- ING. PLEASE TRANSFER OUR NAME ON THE PERMIT TO LUMPKIN CON- STRUCTION. I WILL SEND JERRY FROM LUMPKIN CONSTRUCTION WITH THE PERMIT TO GET IT TRANSFERRED. THANK YOU FOR YOUR HELP. SINCERELY TERRY BENNETT M/S 46 -87 544 -2975 RECEIVED CITY OP TUKWILA APR 61991+ PERMIT CENTER City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0121 (510) John W. Rants, Mayor March 30, 1994 Re: Boeing Company Building #21 -03 - 3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) 3. 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. • City ot Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 4. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) 5. 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. 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) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 03/25/94 Activity Table Processing RACK STORAGE PERMIT Permit No: B94 -0121 Status: PENDING Tenant :: BO!E I NG' 0 3 Addressi"3417' 5412VPL, Base Information Parcel No: 102304 -9069 Owner: SABEY CORPORATION Validated By: SLB Plan Ck Approved: Status: PENDING Issued: Act /Inactive: A Final Notice: Nature of Wk: INSTALL 72 SECTIONS OF PALLET Location: Zoning: M1 M2 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x 720 Type: B -RACK Vers: 9101 Screen: 01 / / / / / / RACK. Applied: 3/24/1994 Completed: / / To Expire: / / Valuation: Height 18.0 . o Totals 12,960 .0 .0 .0 . 0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update 7,200.00 CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/25/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0121 Tenant: BOEING #21 -03 Status: PENDING Address: 3417 S 120 PL Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 03/24/94 03/25/94 03/25/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments l "[ ►C K EXr7TS : `:. F ' O":K *:, 2[ ta,^ [u E R P EASE 3EVTEW r "AND. COMMENT :. 4[ 5[ EIV;KEY 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. BE &C ENGINEERS STRUCTURAL CALCULATIONS FOR BUILDING 21- 03 RACKS BOEING DEFENSE AND SPACE GROUP 3417 S. 120TH PLACE TUKWILA, WASHINGTON, 98188 March 22 - 1994 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Document Number: 326 -D CA -9- 94006 - CALC -S 1 21 -03 Figured by: ^a - !L w H. SHAHB AN, P.E. Checked by: Approved by: LOCATION: SEISMIC ZONE: S. RANGARAM, P.E. W.E. MOOR, P.E., S.E. IEXPIRES 3/22/75- 1 Cp���(1 �gn4 BLDG 21 -03 V\1\ 3 c,)0."- • COMPONENT MFR: INTERLAKE SEISMIC DESIGN PER: 1991 UBC STANDARDS .°111-- Di c Po!L /)/./(,. BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 747 - 3r7c/r moo/Fpc/1 --7i oN FIG. BY H. 5144"14-8%;'ZlA rN/ 0'31er-11 ✓E JOB NO. '2CA -' - oo 4 CHECKED BY DATE SHEET_ OF39 r,t-f 0 B j"ce.r, ✓6 O,a rhe/s 6:41/4-..e/or T, oNl ,s rc211 /r✓E l'h`c S ro,a/*C RAce Q14615 - RACK 4A44-ey Z c-o! 60 7 /A-GK To /S Aet Des /G -lg TO Cl 07e./uacy of rPfC- Sys rcr'•JS /°E2 a //( c% d f-out Co N/' /G. M A 7 "( /"v/Z c>017e. /CG !�' Cd NF /CvRAr,OA/ c� rc/t /,� A /VAG ys ;s of ,9A-//e r ge4 -c / <s o n/ q6c G //3c /”/, C,. /CU /q T/ o /l/ xi \/j &"X F(G c//Lc 4 G✓/ // 8c fr)NGriiPl 12.6 w #�� pcAnl mil/ Co k picrugA xis # 1 ArIpcysi s ,2A0K 2 A/4At7S,s S(R3 AnlAtys %s v ho,,, oa%, =ton t3usofrick A).03 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Sto • PROJECT '74-7 - S r Ato 0/ /CA-7-,eo/.1 JOB NO FIG. BY H. 514/4-H6A-L/4 A) CHECKED BY DATE SHEET OF 3/ 747 STRUT LO METCH. rnr'EP Lfl AP STORN3E ; // LA.),[12/ / ETCH f/ • FACILITY / OUTIOING X.23771 REV. 6/90 LU -J 0 7.7 CL (f) it T.; Lrn groi 11 �H WA [lib V =I •=a1 INCOMING 1111111111i r I - 1 C )0 P L. A N (REVISED: 2/24/94 L. MCI E3A r� /G Y I;' 0, i BE&C P.O. Box 3707 r u/ D /n/G- a, 0 3 ENGINEERS Seattle, Washington 98124 -2207 Mail Stop: PROJECT ?47- 5r/2H r MO /P /C/FT / ''n/ JOB NO OcA4 - `I-- `1y,O04 FIG. BY 4 ' 5H4 NSA to 4 CHECKED BY DATE SHEET. OF-1.1 FIG- 1 ti., (•'I& H pro- / Ids F1a #Z 11S p/L- z MS -/G ' "/ ,a' (/ _ I =76- Syr °P2 , /U ''y 0'x\ r'i/ ( �liG / b, 0'2 I a . ,'- /6- t// '' 6. /// Ir:v 6- " a/ ,: /6. #2. F /G. et, >L,■, (11...1 co. rF Li.:r ? • Cr< X.23771 REV, 5/90 rIe- Ai, r/4 "..1, F/4 #/I•(c. F /6- iii. I f/6. # / /;... F /(r a/it P /Fr $13 PO. -3 M- m2 F /G- `Z F/G, ¢/ r /c. ¢/ I /o. I d/ ter' �/ _, f:/G- 10 L f /G- d t P /or / fio t"/ ,4, 6.. .r/ Fie, /4/ upL /Cfor� P9,gLc(r /0CK /3 i1 /) /r'I BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT !47 - 5r2.. r / /cA7/aAl JOB NO DG,4 - d J - i V o o FIG. BY S HA fi� 5A 2. /AA/ CHECKED BY DATE SHEET 4' OF- PAL LET RACK (s7wzuP) 7'C4 G7�s�.r�G, 02/ -03 2P5VIJED 1"r3. X.23771 REV. 5/90 k (0 >1 TWO 5" RAILS WLTHOUT SHELVING MATFRIAL E RAIL ATTACHED TO REAR ^POSTS ONLY 20" MEASURED FROM TOP OF RAIL (A) TO BOTTOM OF RAIL (D)y NE- 67 'iIL TTTACNED TO REAR POSTS ONLY I- 46" MEASURED FROM TOP OF RAIL (A) TO BOTTOM OF RAIL ■B) A ONE 5" RAIL LOCATED �)N FRONT Pals 5" FROM FLOOR ;0 BOTT?n 0' ILONE 5" RAIL LOCATED ON REAR POSTS 4" FRO': FLNR Ti -2.0" OF RAIL 5u /LO /;16.- ,./.o3 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT 74-7 - ST/ua T Moo' -lcA 7'° FIG. BY I+' SHAH 6A2401 N CHECKED BY DATE SHEET . OF i JOB NO PC4—e,— '7y 4°'f° r.. :•,.,t.. • F G YYVQ. NLLF ,SP CI•NG IS FROM JOP,pF_� :RAIL TO BOTTOM OF RAIL ; .._ .. -; -7.1!- , T_j T _ . , r-f-H L_:-, , ' ••1 • �••,� LASE• 00 IOT PLACE A SHED ON TILE TOP O RACKS I 1. , I 1. j. :i I 14'� , ..4 • le' • L// -42 <1. .. BLDG 21.03 PALLET RACK NO 1 RACK NO 1 SUMMARY BE &C ENGINEERS P.O. Box3707 Seattle, Washington 98124 -2207 Mall Stop: 3U -EC PROJECT 747 STRUT MODIFICATION JOB NO. DCA -94006 FIG. BY H.SHAHBAZIAN CHECKED BY SR DATE 3/23/94 SHEET is OF 31 BUILDING: 21.03 LOCATION: RACK NO 1, (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: 2000 LBS PER SHELF STRUCTURAL CAPACITY: 2000 LBS PER SHELF THE ABOVE NOTED PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD OF 2000 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT CONFIGURATION AND LOCATION ONLY. FIELD OBSERVATIONS: SEE FIELD CHECKLIST RECOMMENDATIONS: INSTALL PALLET RACKS USING INTERLAKE RACKS WITH 4 PIN CONNECTIONS. USE 781B OR 351 B BEAMS, IU75B COLUMNS AND 1/2 IN BASE PLATE OR BETTER. INSTALL RIGID ROW SPACERS FOR BACK TO BACK RACKS. PROVIDE TWO SPACER PER BENT, ONE AT TOP SHELF ELEVATION AND ONE AT THE BOTTOM SHELF. ANCHOR BASE PLATES WITH TWO 1/2" DIA "HILTI KWIK" BOLTS. FILENAME: IRACKI.XLWJSUMMARY 3/23/94 7:33 AM 1 BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 Mail Sto.• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET 7 OF 31 REVD 3/23 /94 SINGLE BAY PALLET RACK PALLET RACK GEOMETRY ONE BAY ONLY NUMBER OF SHELVES = 6 (MUST BE S 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 35" SHELF SPACING = 6" SHELF SPACING = 0" SHELF SPACING = 0" BEAM SPAN = 120" SHELF BASE SET SHELF HEIGHTS BELOW TO ZERO BY: BAO / REV. A / 11.03.93 1/8 FILENAME: (RACK1.XLW]PALLET RACK TEMPLATE 3/23 /94 7:44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 wx (k) ail Sto•• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BEAM LOADS SHELF DL = SHELF LL = 200 LB /SHELF = 2000 LB /SHELF = JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET 8. OF '`A°I REV'D 3/23 /94 100 LB /BEAM 1000 LB /BEAM MOMENT AT CENTER OF BEAMS: ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. MDL = WDLL *(80 %) = (80 %) * (0.100 * 120 / 8) k -in = MLL = W8`L *(80 %) = (80 %) " (1.000 *120 / 8) k -in = 1.20 k -in 12.0 k -in MOMENT AT END OF BEAMS: MDL = L. *(2d' /o) = (20 %) * (0.100 * 120 / 8) k -in = 0.30 k -in MLL = WLLL *(20) /o) = (20 %) * (1.000 * 120 / 8) k -in = 3,0 k -in SEISMIC LOADING - LONGITUDINAL DIRECTION V_ZICxW Rw Z = 0.3 I= 1 C = 2.75 Rw = 8 (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) W = 6* (200 + 2000)/1000 = 13.2 k (FOR BOTH SIDES OF RACK) V= 0.1031 W= 1.36 k LATERAL FORCE DISTRIBUTION - LONGITUDINAL DIRECTION ONE SIDE OF RACK ONL LEVEL D hx (in) hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) E wxhx 6 17 109 1.1 119.9 0.286 0.195 21.22 5 17 92 1.1 101.2 0.241 0.164 15.12 4 17 75 1.1 82.5 0.197 0.134 10.05 3 17 58 1.1 63.8 0.152 0.104 6.01 2 35 41 1.1 45.1 0.108 0.073 3.00 1 6 6 1.1 6.6 0.016 0.011 0.06 0 0 0 0 0 0.000 0.000 0,00 0 0 0 0 0 0.000 0.000 0.00 TOTALS 6.6 419.1 1.000 0.681 55.47 BY: BAO / REV. A / 11.03.93 2/8 FILENAME: (RACK1.XLW(PALLET RACK TEMPLATE 3/23/94 7:44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET 9 OF 3 °I, REV'D 3/23 /94 SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) USING "PORTAL FRAME METHOD" DETERMINE FORCES DUE TO SEISMIC LOADING BASE FIXITY: TYPE "2" IF BASE IS FIXED; TYPE "1" IF BASE IS PINNED > 2 0.195 k 0.164 k 0.134 k 0.104 k 0.073 k 0.011 k Ok —> SET SHELF HEIGHTS BELOW TO ZERO Ok v = 0.014 k m = 0.828 k -in v = 0.097 k m = 0.828 k -in v= 0.039 k m = 2.354 k -in v = 0.18k m = 1.526 k -in v= 0.06 k m = 3.622 k -in v = 0.247 k m = 2.095 k -In v= 0.077 k m = 4.631 k -in v = 0.298 k m = 2.536 k -in v= 0.14 k m = 8.398 k -in v = 0.335 k m = 5.862 k -in v= 0.115 k m = 6.883 k -in v = 0.34k m = 1.021 k -in v= m= v= m= v= m= Ok Ok 0 k -in v= m= Ok 0 k -in 0 k -In Ok Pd= 0.3 k PI= 3 k Pd +I = 3.30 k 0 k -in BY: BAO / REV. A / 11.03.93 3/8 FILENAME: IRACK1.XLWJPALLET RACK TEMPLATE 3/23/94 7 :44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 Mail S o•• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) BEAM LOADS - VERTICAL LOAD = 1100 lb/beam Md +I CENTER = 13.20 k -in Md +I END = 3.30 k -in Mseismic = 8.40 k -in Md +Its END = 11.70 k -in L= 120" TRY LH78 - Fy = 50 ksi Sx = 1.157 inn Ix = 3.086 in ^4 Fb = 0.6 " Fy = 30 ksi JOB O. DCA -9 -94006 DATE 3/23/ /94 SHEET t OF 3 °1 REV'D 3/23 /94 M all = Sx*Fb = 1.157 * 30 = 34.71 k -in >= 13.20 OK CHECK SEISMIC - (4/3) * Mall = 46.28 k -in >= 11.70 OK CHECK DEFLECTION - 0",. = ( /180 = 0.667 in = 5WI" __ act 384E1 CHECK END CONNECTION- WELD TYPE: B 0.28 in <= 0.667 OK WELD CAPACITY: 21.61 "k > 11.70 OK PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.09 " PLATE CAPACITY: 31.1 "k > 11.70 OK BY: BAO / REV. A / 11.03.93 4/8 FILENAME: (RACK1.XLW)PALLET RACK TEMPLATE 3/23/94 7:44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 wx (k) Mail Sto.: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET 11 OF 3`1 REVD 3/23 /94 SEISMIC LOADING - TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION V_ZICxW 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 = 6 *(200 + 2000)/(2 * 1000) = 6.60 k (ALL SHELVES LOADED) V1 = 0.1375 W = 0.908 k (PER UPRIGHT FRAME) W2 = [(6 * 200) + 2000]/(2 *1000) = 1.60 k (ONLY TOP SHELF LOADED) V2 = 0.1375 W = 0.22 k (PER UPRIGHT FRAME) LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) E wxhx 6 20 " 148.35 1.1 163.19 0.288 0,261 38.77 5 8 " 11 5.00 1.1 126.50 0.223 0,203 23.30 4 8 " 95.45 1.1 105.00 0.185 0.168 16.05 3 8 " 75.90 1.1 83.49 0.147 0.134 10.15 2 8 " 56.35 1.1 61.99 0.109 0.099 5.59 1 15 " 24.15 1.1 26.57 0.047 0.043 1.03 0 0 " 0.00 0 0.00 0.000 0.000 0.00 0 0 " 0.00 0 0.00 0.000 0.000 0.00 TOTALS 6.6 566.72 1.000 0.908 94.88 LATERAL FORCE DISTRIBUTION - ONLY TOP SHELF LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) ' wxhx 6 20 " 148.35 1.1 163.19 0.839 0.185 27.39 5 0 " 105.80 0,1 10.58 0.054 0.012 1.27 4 0 " 86.25 0.1 8.63 0.044 0.010 0.84 3 0 " 66.70 0.1 6.67 0.034 0.008 0.50 2 0 " 47.15 0.1 4.72 0.024 0.005 0.25 1 0 " 6.90 0.1 0.69 0.004 0.001 0.01 0 0 " 0,00 0 0.00 0.000 0.000 0.00 0 0 " 0.00 0 0.00 0.000 0.000 0.00 TOTALS 1.6 194.47 1.000 0.220 30.26 BY: BAO / REV. A / 11.03.93 5/8 FILENAME: IRACK1.XLWJPALLET RACK TEMPLATE 3/23/94 7:44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mall Sto.• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET I2 OF 3°I REV'D 3/23 /94 SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) NOTE: FACTOR TRANSVERSE OVERTURNING MOMENTS BY 0.75 TO OBTAIN LONGITUDINAL OVERTURNING MOMENTS SHOWN BELOW. ALL SHELVES LOADED ONLY TOP SHELF LOADED 0.26 k SHELF DEPTH = 37 in 0.18 k SHELF DEPTH = 37 in 20" 0.20 k 8„ > 0.17 k 8„ ,. 0.13 k 8" 0.10 k 8" r 15" 0.04k 0,00 k 0" 1 1100 Ib = 1100 Ib 1100 Ib = 1100 Ib = 1100 Ib = 1100 Ib SHELF BASE - SLAB 0.00 k 0 TRANSVERSE: Ps= 94.88 / 37 = 2.56 k LONGITUDINAL: Ps = 0.75 * 94.9 / 120 = 0.59k Pd= 0.3 k PI = 3 k T BY: BAO / REV. A / 11.03.93 TRANSVERSE: T Ps = 94.88 / 37 = 2.56 k LONGITUDINAL: Ps = 0.75 * 94.9 / 120 = 0.59 k Pd= 0.3 k ,1\ PI= 3 k T 20" 0.01 k 0.01 k 0.01 k 0.01 k 0.00 k 0.00 k SHELF BASE - SL�i4 0.00 k P= 1100 Ib P= 100 Ib P= 100 Ib P= 100 Ib P= 100 Ib P= 100 Ib B TRANSVERSE: Ps = 30.26 / 37 = 0.82 k LONGITUDINAL: Ps = 0.75 * 30.3 / 120 = 0.19 k Pd= 0.3 k PI= 0.5 k T TRANSVERSE: l Ps= 30.26/37 = 0.82 k LONGITUDINAL: Ps = 0.75 *30.3 / 120 = 0.19 k Pd= 0.3 k PI= 0.5 k 6/8 FILENAME: IRACK1,XLWJPALLET RACK TEMPLATE 3/23/94 7 :44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE&C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 5.86 Mall Sto : 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) JVD IV V. Mill - - DATE 3/23/ /94 SHEET l F 2 o REVD 3/23 /94 ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (k) = (WITH SEISMIC LOADING) 2.56 + 0.30 + 3.00 = 5.86 0.82 + 0.30 + 0.50 = 1.62 FACTOR OF SAFETY AGAINST (0.3 + 3)/ 2.56 = 1.29 (0.3 + 0.5)/ 0.82 = 0.98 OVERTURNING (TRANSVERSE)= < 1.5 NG < 1.5 NG FACTOR OF SAFETY AGAINST (0.3 + 3)/ 0.59 = 5.57 (0.3 + 0)/ 0.19 = 1.59 OVERTURNING (LONGITUDINAL )= >= 1.5 OK >= 1.5 OK BASE UPLIFT LOAD TO BE RESISTED BY ANCHOR BOLTS (k) = (1.5 * 2.56) - 0.30 - 3.00 = 0.55 (1.5 * 0.82) - 0.30 - 0.50 = 0.43 COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.30 k P (LL) = 3.00 k P (SEISMIC) = 0.59 k P (TOTAL) = 3,89 k M (SEISMIC) = 5.86 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.30 k P (LL) = 3.00 k P (SEISMIC) = 2.56 k P (TOTAL) = 5.86 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) BY: BAO / REV. A / 11,03,93 7/8 FILENAME: IRACK1.XLWIPALLET RACK TEMPLATE 3/23/94 7 :44 AM BLDG 21.03 PALLET RACK NO 1 PALLET RACK DESIGN BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mall Stog3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY COLUMN DESIGN (CONT)- TRY IU75B - Fy = 50 ksi Lx= 30 in Ly = 50 in Kx = 1.5 (LONGITUDINAL) Ky = 1 (TRANSVERSE) A = 0.785 in ^2 Ix = 1.192 in^4 rx = 1.229 in ry = 1.081 in Sx = 0.795 in ^4 Sy = 0.585 ln^4 z C= 2F E = 107 Y JOB NO. DCA -9 -94006 DATE 3/23/ /94 SHEET 14- OF 34) REVD 3/23 /94 (kI /r)x = 36.61 (ki /r)y = 46.26 < GOVERNS Fa = 24.92 ksi Pa= 19.57 k FOR LONGITUDINAL SEISMIC LOADING - Fb = 0.6 *Fy = 30 ksi Ma = Fb *Sx = 23.84 k -in P /Pa + M /Ma = (3.89/19.57) + (5.86/23.84) = 0.445 < 1.33 OK FOR TRANSVERSE SEISMIC LOADING - P /Pa = (5.86/19.57) = 0.3 < 1.33 OK CHECK DL + LL P /Pa = (3.30/19.57) = 0.169 < 1.00 OK BY: BAO / REV. A / 11.03,93 8/8 FILENAME: (RACK1.XLW]PALLET RACK TEMPLATE 3/23/94 7:44 AM BLDG 21.03 PALLET RACK NO 1 SLAB CHECK BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 Mall Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY CHECK SOIL BEARING TRANSVERSE FORCES: P(DL) = 0.30 k P(LL) = 3.00 k P(S) = 2.56 k P(TOTAL) = 5.86 k SLAB THICKNESS = 7.00 in 7.0" SLAB DEPTH, d = 5.00 in (TO REBAR) fc' = 3,000 psi fy = 60,000 psi ALLOWABLE SOIL BEARING PRESSURE = 21000 psf ALLOWABLE SOIL BEARING PRESSURE FOR SEISMIC = 2,667 psf JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 15- OF 39 REV'D 3/23/94 Note ')" 5/4 1 /N.) rots t u1R,)IA1c. IS ( r1ST2UCT .') n 3 P�L6 -3 aS 7wo.L,a'J 51ai3 JvTi-I roe e porra/ fRo'Fo0c( r' /Oi BASE PLATE AREA 4911- pg Jcsu 2 C-s t,(rJ d e rt S (01 tS Gt re. o N= 5.00 in NJ cDNSc qU Arice.. see- ctfT. 3$ r >2 B= 8.00 in CA'ICalat(oNS Ret,,NA.0 & r'+E Abase = 5.00 * 8.00 = 40 sq in EQUIV CIRCULAR AREA = nrx VA base requiv = = 3.57 in 7C 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 = 1354 psf 2407 psf I-a cr /iP fr - Stu 6 2000 OK 2667 OK BY: BAO / REV. A / 10.19,93 1/2 FILENAME: tRACK1.XLWJCONCRETE SLAB TEMPLATE 3/23/94 8 :11 AM BLDG 21.03 PALLET RACK NO 1 SLAB CHECK BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124 -2207 Mall Sto.• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 110 OF 3 1 REV'D 3/23/94 SINCE SOIL BEARING PRESSURE DIRECTLY BELOW BASE PLATE IS OK, BENDING AND SHEAR CALCULATIONS SHOWN BELOW ARE NOT REQUIRED. REQUIRED LOADED AREA = 2.20 sf SOIL BEARING PRESSURE (DL +LL) = 1,501 psf FACTORED SBP = 1.4D +1.7L = 2,510 psf SOIL BEARING PRESSURE (DL +LL +E) = FACTORED SBP = 0.75(1.4D + 1.7L + 1.7(1.1E)) = REQUIRED LOADED AREA RADIUS = 10.04 in CHECK BENDING: 2,667 psf 3,518 psf Mu = (3.52 * 7.54 1'2) /(2 * 12) = 8.3 in k/ft = 0.69 ft -k/ft FOR PLAIN CONCRETE: S = (bd ^2)/6 = 98 in3 Ft = 1.6(f c) ^0.5 = 87.6 ft = M/S = 85.0 psi < 87.6 psi OK SLAB "BEAM ACTION" CALCULATIONS F = (b * d ^2)/12,000 = 0.0250 Ku = Mu /F = 27.78 Ku= 4f'cco(1- .59cu) w = 0.0110 p REQ'D=w*(fb/fy)= pMIN = 200 /fy = SET p = 4/3 *p = Ast REQ'D =pbd= Ast PROVIDED (IN 1 FT WIDTH) _ 0.0005 0.0033 0.0007 0.04 inA2 0.20 inA2 > 0.04 inA2 OK CHECK PUNCHING SHEAR: bo = 2 * [(5.00 + 5.00) + (8.00 + 5.00)] = 46.00 in Vu = 1.4D +1.7L = 5,52 k Vu = 0.75(1.4D + 1.7L + 1.7(1.1 E)) = dbVc = 0.85 (4)1IFebod = 42.83 k 7.74 k < - -- GOVERNS > 7.74 OK BY: BAO / REV. A / 10.19.93 2/2 FILENAME: IRACK1.XLWICONCRETE SLAB TEMPLATE 3/23/94 8:11 AM BLDG 21.03 PALLET RACK NO 1 BASE PLATE DESIGN • BE&C ENGINEERS P. O. Box3707 Seattle, Washington 98124 -2207 • Mal Sto.• 3U- C PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BASE PLATE DESIGN DIMENSIONS: N 5.00" 8.00" d= 3.00" bf= 3.00" x= PIER SIZE = 1.00" 1296 sq In Bolt die = 0.5 " MATERIAL PROPERTIES: fc' = 3000 psi Fy = 36 ksi Es /Ec = 10 LOADS: P(DL +LL)= 3.30 k LONGITUDINAL - P (secs)= 0.59 k M (seas)= 0.00 " k V (seis) = 0.68 k TRANSVERSE - P (seas)= 2.56 k M (sels)= 0.00 " k P(uplift)= 0.55 k V (sets) = 0.45 k Sm n S min x JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET t "I OF 3 9 REV'D 3/23/94 N n bf n B LOAD TYPE: mor 0) UNIFORM S mox b) TRAPEZOIDAL S mox c) TRIANGULAR P1 +Pc BY: BAO / REV. C / 11.03.93 1/4 FILENAME: 1RACK1.XLW]BASE PLATE TEMPLATE 3/23/94 7:55 AM BLDG 21.03 PALLET RACK NO 1 BASE PLATE DESIGN BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 981242207 ail Sto.: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET it OF 31 REV'D 3/23/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: Pc = P(DL +LL) + P(SEISMIC LONG.) = 3.89 k BOLT AREA, As = 0.20 sq in A =B *N= 8.00 *5.00= 40.Osgin Sx = N * B ^2/6 = 53.3103 f = B/2 - x = (8.00/2) - 1.00 = 3.00" e = M /Pc = 0.00/3.89 = 0.00" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smin = 0.10 ksi Smax = 0.10 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 = 0.10 ksi A1= B *N= 8.0 *5.0= 40.Osgin A2 = 1296 sq in (Pier size) DETERMINE tp: tp = m f P = 0.090" O.25fy *1.33 tp = n f P = 0.225" < GOVERNS 0. 25fy *1.33 ACTUAL tp = 0.500" > 0,225" OK BY: BAO / REV. C / 11.03.93 2/4 FILENAME: (RACK1.XLWIBASE PLATE TEMPLATE 3/23/94 7:55 AM BLDG 21.03 PALLET RACK NO 1 BASE PLATE DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 ail Sto.• U- C '� PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET I 1 OF 39 REV'D 3/23/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL. LL AND SEISMIC LOADING IN THE TRANSVERSE DIRECTION: Pc = P(DL +LL) + P(SEISMIC TRANS.) = 5.86 k BOLT AREA, As = 0.20 sq in A =B *N =8.00 *5.00= 40.0sgIn Sy = B * N^2/6 = 33.3104 f = N/2 = (5.00/2) = 2.50" BASE PLATE LOAD TYPE: Smax = 0.15 ksi Smin = 0.15 ksi a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) NO ANCHOR BOLT TENSION DUE TO MOMENT Pt = 0.27 k ANCHOR BOLT TENSION DUE TO UPLIFT BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. fp = 0.15 ksi DETERMINE tp: tp = fp = 0.111" 0.25fy *1.33 11 tp = n f P = 0.276" < GOVERNS O.25fy *1.33 ACTUAL tp = 0.500" > 0.276" OK BENDING DUE TO UPLIFT: MAX Pt = 0.27 k M= Pt *(n -x)= 0.410 "k S = (N * tp ^2)/6 = 0.208 InA3 fb = M/S = 1.97 ksi Fb = 1.33* 0.75 *Fy = 36.00 ksi > 1.97 ksi OK BY: BAO / REV. C / 11.03.93 3/4 FILENAME: IRACK1.XLWJBASE PLATE TEMPLATE 3/23/94 7:55 AM BLDG 21.03 PALLET RACK NO 1 BASE PLATE DESIGN �o BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124 -2207 ail Sto•• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 0 OF 3 9 REVD 3/23/94 DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: BASE PLATE LOAD TYPE: UNIFORM Smin = 0.08 ksi Smax = 0.08 ksi fp = 0.08 ksi DETERMINE tp: tp =m tp =n fP 0.096" 0.25 fy fp 0.25 fy 0.239" < GOVERNS ACTUAL tp = 0.500" > 0.239" OK CHECK ANCHOR BOLTS: MAX Pt = 0.27 k - 1.28 = -1.01 k MAX V (PER BOLT)= 0.34 k ANCHOR BOLT TYPE: HILTI KWIK BOLT II NO SPECIAL INSPECTION SPECIAL INSPECTION ?: NO DIAMETER: 0.500" EMBEDMENT: 3.500" TENSILE CAPACITY = SHEAR CAPACITY = INTERACTION: 2.13 k 2.45 k MAX Pt MAX V TENSILE CAPACITY + SHEAR CAPACITY S 1,00 0.273/2.130 + 0.340/2.450 = = 0.128 + 0.139 = 0.267 < 1.00 OK W/O 1.5 FACTOR = 0.139 < 1.00 OK IF 1.5 FACTOR NOT USED BY: BAO / REV. C / 11.03.93 4/4 FILENAME: IRACK1.XLWJBASE PLATE TEMPLATE 3/23/94 7:55 AM BLDG 21.03 PALLET RACK NO 1 BEAM WELD CAPACITY BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124 -2207 Mall Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BEAM & WELD GEOMETRY BEAM: 7818 WELD THICKNESS = 0.125" EFFECTIVE THICKNESS = 0.125 * 0.707 = 0.088" WELD TYPE = B 1.63" 3.50" 1.00" 1.75" X v JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET I OF 3'1 REV'D 3/23/94 1 4 3 k 2.75" 5.13" (1) ITEM 1 2 3 4 5 6 TOTALS (2) HEIGHT 1.625 3.500 5.125 0.000 0.000 0.000 (3) WIDTH 0,088 0.088 0.088 0.088 0.088 0.088 , (4) (5) y A 4.313 0.144 1.750 0.309 2.563 0.453 0.000 0.000 3.500 0.000 5.125 0.000 0.906 (6) (7) Ay (bh ^3)/12 0.619 0.032 0.541 0.316 1.161 0.992 0.000 0.000 0.000 0.000 0.000 0.000 2.322 1.339 (8) d 1.750 -0.813 0.000 -2.563 0.938 2.563 (9) Ad ^2 0.440 0.204 0.000 0.000 0.000 0.000 0.644 (10) (7) + (9) 0.471 0.520 0,992 0.000 0.000 0.000 1.983 COG Y= 2.5625 in A= Y= I= St = Sb = = 0.906 in2 2.5625 in 1.983 in4 0.774 in3 0.774 in3 1.479 in ALLOWABLE WELD STRESS = 70 ksi * 0.30 * 1.33 = 27.93 ksi ALLOWABLE SHEAR = 27.93 ksi * 0,91 = 25.30 k ALLOWABLE BENDING = 27.93 ksi * 0,77 = 21.61 "k BY: BAO / REV. A / 11.13.93 1/1 FILENAME: (RACK1.XLWIBEAM WELD TEMPLATE 3/23 /947 :53 AM BLDG 21.03 PALLET RACK NO 2 RACK NO 2 SUMMARY BE &C ENGINEERS P.O. Box3707 Seattle, Washington 98124-2207 Mail Stop: 3U -EC PROJECT 747 STRUT MODIFICATION JOB NO. DCA -9 -94006 FIG. BY H.SHAHBAZIAN CHECKED BY SR DATE 3/23/94 SHEET ZZ OF 39 BUILDING: 21.03 LOCATION: RACK NO 2, COLUMN X -XX (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: 2000 LBS PER SHELF STRUCTURAL CAPACITY: 2000 LBS PER SHELF THE ABOVE NOTED PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD OF 2000 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT CONFIGURATION AND LOCATION ONLY. FIELD OBSERVATIONS: SEE FIELD CHECKLIST RECOMMENDATIONS: INSTALL PALLET RACKS USING INTERLAKE RACKS WITH 4 PIN CONNECTIONS. USE 781B OR 351B BEAMS, IU75B COLUMNS, AND 1/2" BASE PLATE OR BETTER. INSTALL RIGID ROW SPACERS FOR BACK TO BACK RACKS. PROVIDE TWO SPACER PER BENT, ONE AT THE TOP SHELF ELEVATI AND ONE AT THE BOTTOM SHELF. ANCHOR BASE PLATES WITH TWO 1/2" DIA. "HILTI KWIK" BOLTS FILENAME: (RACK2.XLW]SUMMARY 3/23/94 8:39 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mall Sto•: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY PALLET RACK GEOMETRY JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET 23 OF 11 REVD 3/23 /94 NUMBER OF SHELVES = 6 (MUST BE 5 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 17" SHELF SPACING = 35" SHELF SPACING = 6" SHELF SPACING = 0" SHELF SPACING = 0" BEAM SPAN = 120" BEAM SPAN = 120" SHELF BASE SET SHELF HEIGHTS BELOW TO ZERO 8:31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124 -2207 wx (k) all Sto.• 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BEAM LOADS SHELF DL = 200 LB /SHELF = SHELF LL = 2000 LB /SHELF = JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET Z 4- OF 3 REV'D 3/23 /94 100 LB /BEAM 1000 LB /BEAM MOMENT AT CENTER OF BEAMS: ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. MDL = WBLL *(80 %) = (80 %) * (0.100 * 120 / 8) k -in = MLL = WSLL *(80 %) = (80 %) * (1.000 * 120 / 8) k -in = 1.20 k -in 12.0 k -in MOMENT AT END OF BEAMS: MDL = WDLL *(20 /o) _ (20 %) * (0.100 * 120 / 8) k -in = 0.30 k -in 8 Mu. = W8LL * (20p /o) = (20 %) * (1.000 * 120 / 8) k -in = 3.0 k -in SEISMIC LOADING - LONGITUDINAL DIRECTION V_ZICxW Rw Z = 0.3 I= 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 = 6* (200 + 2000/2)/1000 = 7.2 k (FOR BOTH SIDES OF RACK) V = 0.1031 W = 0.743 k LATERAL FORCE DISTRIBUTION - LONGITUDINAL DIRECTION ONE SIDE OF RACK ONL LEVEL D hx (in) hx (in) wx (k) wxhx wxhx Fx (k) E wxhx 6 17 109 1.1 119.9 0,286 0.106 5 17 92 1.1 101.2 0.241 0.090 4 17 75 1.1 82.5 0.197 0.073 3 17 58 1.1 63.8 0.152 0.057 2 35 41 1.1 45.1 0.108 0.040 1 6 6 1.1 6.6 0.016 0.006 0 0 0 0 0 0.000 0.000 0 0 0 0 0 0.000 0.000 TOTALS 6.6 419.1 1.000 0.371 BY: BAO / REV. C / 11.03.93 2/8 FILENAME: IRACK2.XLWJPALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 BE &C PALLET RACK DESIGN ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mall Sto•: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEETZ S OF 3-1 REVD 3/23 /94 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 > 2 0.106 k 0.09 k 0.073 k 0.057 k 0.04 k 0.006 k v = 0.008 k m= v= m= v= m= v= m= v= m= v= m= O k v= SET SHEL m = BELOW TO ZERO Ok v= m= v= 0.008 k 0.451 k -in 0.451 k -in 0.021 k m = v = 0.106 k m = 0.903 k -in v = 1.284 k-in 0.033 k m = v = 0.196 k m = 1.665 k -in v= 1.975 k4n 0.042 k m = v = 0.269 k m = 2.286 k -in v= 2.526 k -in 0.076 k m = v = 0.325 k m = 2.766 k -in v= 4.58 k4n 0.063 k m= v = 0.365 k m = 6.395 k -in v= 3.754 k -in Ok m = v = 0.371 k m= 1.114 k -in v= 0 k -in Ok m= v = Ok m= 0 k -in v= 0 k -in m = v = Ok m= 0 k -in Toa.,.I.,_.. - e e 0.021 k 1.284 k -In 0.033 k 1.975 k -in 0.042 k 2.526 k -In 0.076 k 4.58 k -In 0.063 k 3.754 k -In Ok 0 k -in Ok 0 k -in BY: BAO / REV. C / 11.03.93 3/8 FILENAME: IRACK2.XLWIPALLET RACK TEMPLATE 3/23/94 8 :31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 Mail Sto3U -EC 41 MOM PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) BEAM LOADS - VERTICAL LOAD = 1100 lb/beam Md +I CENTER = 13.20 k -in Md +I END = 3.30 k -in Mseismic = 4.58 k -in Md +I +s END = 7.88 k -in L = 120" TRY 781B B- Fy = 50 ksi Sx = 1.157 in ^3 Ix = 3.081 InA4 Fb = 0.6 * Fy = 30 ksi JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET2 to OF 34t REV'D 3/23 /94 M all = Sx *Fb = 1.157 * 30 = 34.71 k -in >= 13.20 OK CHECK SEISMIC - (4/3) * Mall = 46.28 k -in >= 7.88 OK CHECK DEFLECTION - Amax = Q /180 = 0.667 in _ 5WI' _ —act 384E1- CHECK END CONNECTION- WELD TYPE: B 0.28 in <= 0.667 OK WELD CAPACITY: 21.61 "k > 7.88 OK ( -64% UNDERSTRESS CONDITION) PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.09 " PLATE CAPACITY: 31.1 "k > 7,88 OK BY: BAO / REV. C / 11.03.93 4/8 FILENAME: [RACK2.XLWjPALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 981242207 wx (k) Mall Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET27 OF 3 1 REVD 3/23 /94 SEISMIC LOADING - TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION V _ ZIC x W Rw Z= 0.3 I= 1 C = 2.75 Rw = 6 (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) W1 = 6* (200 + 2000/2)/1000 = 7.2 k (ALL SHELVES LOADED) V1 = 0.1375 W = 0.99 k (PER UPRIGHT FRAME) W2 = [(6 * 200) + 2000/2]/1000 = 2.2 k (ONLY TOP SHELF LOADED) V2 = 0.1375 W = 0.303 k (PER UPRIGHT FRAME) LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) E wxhx 6 20 " 148.35 2.2 326.37 0.288 0.285 42.29 5 8 " 115.00 2.2 253.00 0.223 0.221 25.41 4 8 " 95.45 2.2 209.99 0.185 0.183 17.51 3 8 " 75.90 2.2 166.98 0.147 0.146 11.07 2 8 " 56.35 2.2 123.97 0.109 0.108 6.10 1 15 " 24.15 2.2 53.13 0.047 0.046 1.12 0 0 " 0.00 0 0.00 0.000 0.000 0.00 0 0 " 0.00 0 0.00 0.000 0.000 0.00 TOTALS 13.2 1133.44 1.000 0.990 103.50 LATERAL FORCE DISTRIBUTION - ONLY TOP SHELF LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) E wxhx 6 0 0 0 0 0 0 0 0 (NJ 148.35 2.2 326.37 0.839 0.254 37.66 5 105.80 0.2 21.16 0.054 0.016 1.74 4 86.25 0.2 17.25 0.044 0.013 1.16 3 66.70 0.2 13.34 0.034 0.010 0.69 2 47.15 0.2 9.43 0.024 0.007 0.35 1 6.90 0.2 1.38 0.004 0.001 0.01 0 0.00 0 0.00 0.000 0.000 0.00 0 0.00 0 0.00 0.000 0.000 0.00 TOTALS 3.2 388.93 1.000 0.303 41.60 BY: BAO / REV. C / 11.03.93 5/8 FILENAME: [RACK2.XLW[PALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 Mail Sto• :3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) ALL SHELVES LOADED 0.29 k SHELF DEPTH = 37 In 20" 0.22 k 8" 0.18 k 8n 0.15 k 8" 0.11 k 8" 0.05 k 15" '" 0.00 k 0" .. > SHELF BASE - SLA 0.00 k 0" P= 2200 lb P= 2200 Ib P= 2200 Ib J. P= 2200 Ib P= 2200 Ib P= 2200 Ib B Ps= 103.5 / 37 = 2.80 k Pd= 0.6 k PI= 6 k T Ps = 103.5 / 37 = 2.80 k Pd= 0.6 k PI= 6 k r JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET28 OF 39 REV'D 3/23 /94 0.25 k 20" 0.02 k 0.01 k 0.01 k 0.01 k 0.00 k ONLY TOP SHELF LOADED SHELF DEPTH = 37 in J., P= 2200 Ib 200 1b 200 Ib 200 Ib 200 Ib 0.00 k SHELF BASE - SLAB 0.00 k 200 1b Ps = 41.6 / 37 = 1.12 k Pd= 0.6 k PI= 1 k Ps= 41.6/37 = 1.12 k Pd= 0.6 k T PI = 1 k BY: BAO / REV. C / 11.03.93 6/8 FILENAME: (RACK2.XLWJPALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 ONLY TOP SHELF LOADED Mail Sto•: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET 29 OF 3 9 REV'D 3/23 /94 COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.60 k P (LL) = 6.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 6.60 k M (SEISMIC) = 6.39 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL)= 0.60 k P (LL) = 6.00 k P (SEISMIC) = 2.80 k P (TOTAL) = 9.40 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) BY: BAO! REV. C / 11.03.93 7/8 FILENAME: (RACK2.XLWJPALLET RACK TEMPLATE 3/23/94 8:31 AM ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (k) = 2.8 + 0.6 + 6 = 9.40 1.12 + 0.6 + 1 = 2.72 FACTOR OF SAFETY AGAINST OVERTURNING = (0.6 + 6/2)/ 2.8 = 1.29 (0.6 + 1/2)/ 1.12 = 0.98 < 1.5 NG < 1.5 NG BASE UPLIFT LOAD TO BE RESISTED BY ANCHOR BOLTS (k) = (1.5 *2.80) -0.60- 6.00/2 = 0.60 (1.5 *1.12) -0.60- 1.00/2= 0.59 COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.60 k P (LL) = 6.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 6.60 k M (SEISMIC) = 6.39 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL)= 0.60 k P (LL) = 6.00 k P (SEISMIC) = 2.80 k P (TOTAL) = 9.40 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) BY: BAO! REV. C / 11.03.93 7/8 FILENAME: (RACK2.XLWJPALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY COLUMN DESIGN (CONT)- TRY IU75B Fy = 50 ksi Lx= 33 in Ly= 50 in Kx = 1.5 (LONGITUDINAL) Ky = 1 (TRANSVERSE) A = 0.785 1n 42 Ix = 1.192 in ^4 rx = 1.229 in ry = 1.081 in Sx = 0.795 iO4 Sy = 0.585 in^4 CC= f27E = 107 Fy JOB NO. DCA -9 -94006 DATE 3/23 /94 SHEET 3o OF 31 REV'D 3/23 /94 (kI /r)x = 40.27 (kI /r)y = 46.26 < GOVERNS Fa = 24.92 ksi Pa= 19.57 k FOR LONGITUDINAL SEISMIC LOADING - Fb = 0.6*Fy = 30 ksi Ma = Fb *Sx = 23.84 k -in P /Pa + M /Ma = (6.6/19.57) + (6.39/23.84) = 0.605 < 1.33 OK FOR TRANSVERSE SEISMIC LOADING - P /Pa = (9.4/19.57) = 0.48 < 1.33 OK CHECK DL + LL - P /Pa = (6.60/19.57) = 0,337 < 1.00 OK BY: BAO / REV. C / 11.03.93 8/8 FILENAME: (RACK2.XLWIPALLET RACK TEMPLATE 3/23/94 8:31 AM BLDG 21.03 PALLET RACK NO 2 BASE PLATE DESIGN I BE &C P. O. Box 3707 ENGINEERS Seattle, Washington 98124-2207 Mail Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BASE PLATE DESIGN DIMENSIONS: N = 5.00" B= 8.00" d= 3.00" bf= 3.00" x= PIER SIZE = 1.00" 1296 sq in Bolt dia = 0.5 " MATERIAL PROPERTIES: fc' = 3000 psi Fy = 36 ksi Es /Ec = 10 LOADS: P(DL +LL)= 6.60 k LONGITUDINAL - P (seas)= 0.00 k M (secs)= 0.00 " k V (seis) = 0.37 k TRANSVERSE - P (seis)= 2.80 k M (seis)= 0.00 " k P(uplift)= 0.60 k V (seis) = 0.50 k JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 I OF 39 REVD 3/23/94 m t N n bf n B 1 LOAD TYPE: S m" x 1 1 1 1 1 1 1 1 1 Smoi o) UNIFORM S mh S mox b) TRAPEZOIDAL Y Pt 4 Pc S ma„ c) TRIANGULAR BY: BAO / REV. C / 11.03.93 1/4 FILENAME: (RACK2.XLWIBASE PLATE TEMPLATE 3/23/94 8:36 AM BLDG 21.03 PALLET RACK NO 2 BASE PLATE DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 981242207 Mail Sto• : 3U -EC eIMIN PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 342 OF 31 REV'D 3/23/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: Pc = P(DL +LL) + P(SEISMIC LONG.) = 6.60 k BOLT AREA, As = 0.20 sq in A =B *N =8.00 *5.00= 40.Osgin Sx = N * B ^2/6 = 53.3 inA3 f = B/2 - x = (8.00/2) - 1.00 = 3.00" e = M /Pc = 0.00/6.60 = 0.00" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smin = 0.17 ksi Smax = 0.17 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 = n = (B - bf) /2 = (8.0 - 3.0)/2 = fp = 0.17 ksi Al = B * N = 8.0 * 5.0 = 1.00" 2.50" 40.0sgin A2 = 1296 sq In (Pier size) DETERMINE tp: t, =m fp _ O.25fy *1.33 0.117" tP = n f P = 0.293" < GOVERNS O.25fy *1.33 ACTUAL tp = 0.500" > 0.293" OK BY: BAO / REV. C / 11.03.93 2/4 FILENAME: ERACK2.XLWIBASE PLATE TEMPLATE 3/23/94 8 :36 AM BLDG 21.03 PALLET RACK NO 2 BASE PLATE DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124 -2207 Mail Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 3 OF 3 9 REVD 3/23/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE TRANSVERSE DIRECTION: Pc = P(DL +LL) + P(SEISMIC TRANS.) = 9.40 k BOLT AREA, As = 0.20 sq in A =B *N= 8.00 *5.00= 40.Osgin Sy = B * N ^2/6 = 33.3 in^4 f = N/2 = (5.00/2) = 2.50" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smax = 0.23 ksi Smin = 0.23 ksi NO ANCHOR BOLT TENSION DUE TO MOMENT Pt = 0,30 k ANCHOR BOLT TENSION DUE TO UPLIFT BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. fp = 0.23 ks1 DETERMINE tp: fp tp = m tp =n 1,10.25fy *1.33 0.140" fl3 0.25fy *1.33 0.350" < GOVERNS ACTUAL tp = 0.500" > 0.350" OK BENDING DUE TO UPLIFT: MAX Pt = 0.30 k M= Pt *(n -x)= 0.447 "k S = (N * tp ^2)/6 = 0.208 in ^3 fb = M/S = 2.15 ksi Fb =1 .33* 0.75 *Fy = 36.00 ksi > 2.15 ksi OK BY: BAO / REV. C / 11.03.93 3/4 FILENAME: (RACK2.XLWIBASE PLATE TEMPLATE 3/23/94 8:36 AM BLDG 21.03 PALLET RACK NO 2 BASE PLATE DESIGN BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124 -2207 all Sto•: 3U-EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 ¢ OF 39 REV'D 3/23/94 DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: BASE PLATE LOAD TYPE: UNIFORM Smin = 0.17 ksi Smax = 0.17 ksi fp = 0.17 ksi DETERMINE tp: tp =111 fP = 0.135" 0.25 fy tp = n f a = 0.339" < GOVERNS 0.25 fy ACTUAL tp = 0.500" > 0.339" OK CHECK ANCHOR BOLTS: MAX Pt = 0.30 k - 1.40 = MAX V (PER BOLT)= 0.25 k ANCHOR BOLT TYPE: HILTI KWIK BOLT II SPECIAL INSPECTION ?: NO DIAMETER: 0.500" EMBEDMENT: 3.500" TENSILE CAPACITY = 2.13 k SHEAR CAPACITY = 2.45 k INTERACTION: -1.10 k MAX Pt + MAX V TENSILE CAPACITY SHEAR CAPACITY <_ 1.00 0.298/2.130 + 0.248/2.450 = = 0.140 + 0.101 = 0.241 < 1.00 OK W/O 1.5 FACTOR = 0.101 < 1.00 OK IF 1.5 FACTOR NOT USED BY: BAO / REV. C / 11.03.93 4/4 FILENAME: IRACK2.XLWIBASE PLATE TEMPLATE 3/23/94 8:36 AM BLDG 21.03 PALLET RACK NO 2 SLAB CHECK BE &C ENGINEERS P. 0. Box3707 Seattle, Washington 98124-2207 Mall Stop: 3U -EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECK SOIL BEARING TRANSVERSE FORCES: P(DL) = 0.60 k P(LL) = 6.00 k P(S) = 2.80 k CHECKED BY P(TOTAL) = 9.40 k SLAB THICKNESS = 7.00 in 7.0" SLAB DEPTH, d = 5.00 in (TO REBAR) fc' = 3,000 psi JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 S OF 31 REV'D 3/23/94 fy = 60,000 psi Mo T E ALLOWABLE SOIL it Saul, I� rH►S gufL�)I�L. 15 BEARING PRESSURE = 2,000 psf Co N S r2t4GTE , o t p/ !, t; S as r w o . wKe) ALLOWABLE SOIL BEARING S I g 3 LJ ;TI4 To f E 6,0 7't a M r "F PRESSURE FOR SEISMIC = 2,667 psf S � ► 1, p f2 Ei 5 t« cs u,,/9f?_ c q ft ate- o f No roN 54. T 3v 5.00 in CAI eu (41 ri0p/5 Re-6.4-110 Z& 8.00 in (&&1t Po /LG C—' 0 9!14, • BASE PLATE AREA N= B= Abase = 5.00 * 8.00 = 40 sq in EQUIV CIRCULAR AREA = nr2 Abase requiv = II= 3.57 in it 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 = 2709 psf 3857 psf 2000 NG 2667 NG BY: BAO / REV. A / 10.19,93 1/2 FILENAME: (RACK2.XLWICONCRETE SLAB TEMPLATE 3/23/94 8:37 AM BLDG 21.03 PALLET RACK NO 2 SLAB CHECK • BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124 -2207 Mall Stop: 3U -EC PROJECT 74,7 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 (0 OF 39 REVD 3/23/94 DETERMINE AREA REQUIRED TO BRING SOIL BEARING WITHIN ALLOWABLE. REQUIRED LOADED AREA = 3.52 sf SOIL BEARING PRESSURE (DL +LL) = 1,873 psf FACTORED SBP = 1.4D +1.7L = 3,133 psf SOIL BEARING PRESSURE (DL +LL +E) = 2,667 psf FACTORED SBP = 0.75(1.4D + 1.7L + 1.7(1.1E)) = 3,463 psf REQUIRED LOADED AREA RADIUS = 12.71 in CHECK BENDING: Mu = (3.46 * 10,211'2)42 * 12) = '15.0 In k/ft = 1.25 ft-k/ft FOR PLAIN CONCRETE: S = (bd ^2)/6 = 98 in3 Ft = 1.6(fc) ^0.5 = 87.6 ft = M/S = 153.5 psi > 87.6 psi NG SLAB "BEAM ACTION" CALCULATIONS F = (b * d ^2)/12,000 = 0.0250 Ku = Mu /F = 50,13 Ku = 4f'ow (1 -.59 0) ) cu = 0.0199 p REQ'D= w *(fc/fy)= pMIN = 200 /fy = SET p= 4/3 *p= Ast REQ'D =pbd= Ast PROVIDED (IN 1 FT WIDTH) = 0.0010 0.0033 0.0013 0.08 in ^2 0.20 102 > 0.08 102 OK CHECK PUNCHING SHEAR: bo = 2 * [(5.00 + 5.00) + (8.00 + 5.00)] = 46.00 in Vu = 1.4D +1.7L = 11.04 k Vu = 0.75(1.4D + 1.7L + 1.7(1,1E)) = doVo= 0.85(4) f'Cbod= 42.83 k 12.20 k < - -- GOVERNS > 12.20 OK BY: BAO / REV. A / 10.19.93 2/2 FILENAME: (RACK2.XLW]CONCRETE SLAB TEMPLATE 3/23/94 8:37 AM BLDG 21.03 PALLET RACK NO 2 BEAM WELD CAPACITY B E &C ENGINEERS P. O. Box 3707 Seattle, Washington 981242207 Mall Stop: 3U-EC PROJECT 747 STRUT MODIFICATION FIG. BY H.SHAHBAZIAN CHECKED BY BEAM & WELD GEOMETRY BEAM: 781B WELD THICKNESS = 0.125" EFFECTIVE THICKNESS = 0.125 * 0.707 = 0.088" WELD TYPE = B 1.63" 3.50" 1.00" 1.75" JOB NO. DCA -9 -94006 DATE 3/23/94 SHEET 3 7 OF 3 `) REVD 3/23/94 1 4 3 k )1 2.75" 5.13" (1) ITEM 1 2 3 4 5 6 TOTALS (2) (3) (4) (5) HEIGHT WIDTH y A 1.625 0.088 4.313 0.144 3.500 0.088 1.750 0.309 5.125 0.088 2.563 0.453 0.000 0.088 0.000 0.000 0.000 0.088 3.500 0.000 0.000 0.088 5.125 0.000 0.906 (6) Ay 0.619 0.541 1.161 0,000 0.000 0.000 2.322 (7) (bh ^3)/12 0.032 0.316 0.992 0.000 0.000 0.000 1.339 (8) (9) (10) d AdA2 (7) + (9) 1.750 0.440 0.471 -0.813 0.204 0.520 0.000 0.000 0.992 -2.563 0.000 0.000 0.938 0.000 0.000 2.563 0.000 0.000 0.644 1.983 COG Y= 2.5625 In A= Y= I= St = Sb = r= 0.906 in2 2.5625 in 1.983 in4 0.774 in3 0.774 in3 1.479 in ALLOWABLE WELD STRESS = 70 ksi * 0.30 * 1.33 = 27.93 ksi ALLOWABLE SHEAR = 27.93 ksi * 0.91 = 25.30 k ALLOWABLE BENDING = 27.93 ksi * 0.77 = 21.61 "k BY: BAO / REV. A / 11.13,93 1/1 FILENAME: (RACK2.XLWJBEAM WELD TEMPLATE 3/23/94 8 :38 AM 0.c.q/NC,. 02/ O3 BE &C ENGINEERS PROJECT 9 ¢7 — $7j T Mo/) /F /c,4-r1. ti/ FIG. BY 1. 544146/54/4 n/ ,4-„ /A -Lys; s (co/4r) Cr/ < /9-69 aAcy of `/poi. 519' 6 JOB NO P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: DcA -�i- ? /o0C, CHECKED BY DATE SHEET 38 OF3 a, , o}( fo X.19 r Sy 7Z 11 io y Ca)- ;: • o,) D. • - • c wo rc % w l d 1L> .t:- G t u to d 5ribP iS G -V" - 7t 144 r Ub Cd —`—`) M`4 s Dia 43 — L� Mye • 9X (0ox. /•9 (o(5-- X ) = 41' •k-Fr' CA/ ea /m r /� 6.9-fifrei r7 fax A✓e Ar;1 /,= 661,- l/>/n/G x 8X:4 4 r / ds.- 0 ,5Sx1A7Z. ac. Mir = .gx ox3,5-2. (5-- L'a )x 1 r2 G1H5N1 ,44zKs A2 c- /0c4 rEI. vt/ ifP4 r • col9Mn/ sre p • V -17991 oG %f /flfl 0 7 ,777 I1,1-b4 �hi,9u .04-06-94 10:49 AM FROM LUMPKIN INC, ^� -•' -• ..,::..•,..-� •.+..�na...4t :aiTw- +��Ts::tw� =• .: b:: L3L: e': �w.. i.; RCt-. r:•.: �� ....:e.�..�:+s.a.n..w..TV:�::� w....a...... 1� = 'o..s�ii.._..._.• "1... �.. n _.sz � 31�nw. � T.w:r+�.' f'tt :L_. w..s:Yf.YrtLlYr'• *1 \•: ttMY� s• I. • P002 DEPARTMENT OF LA ®OP AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A COPIST • CONT ::r GENERAL . RECKs1 ATI N NUMBER,' • • EYP,IMTION GATE O1 ' • •LUMPK•I *242BE:• 112/23/94 • E FFECTWE•:•DATE 01 /03/76 LUMPKIN• INC 1627 EASTLAKE AVE E SEATTLE WA 98102 STATE OF WASHINGTON 1,62-5•052.000 0121 ..+��: -:_S 'Vrwr^`'`_•_•.S`�•+t^i.'• „4.—' �Lit�Yii{, v� .���. _ �. •M..fi71.�.}.t7!?Y•'� MSA - i�� �TM/t7eN111�w .� RECEIVED CIiY"OF TUKWILA APR 6 1994 PERMIT CENTER BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Sto•: PROJECT 7¢7 - 51744 r M'° i) /GIcAT dN FIG. BY /# SHAH A Z/AN ,1-n/A-L /s s Cc,/ ) JOB NO. ti CA- 9 -qVo b CHECKED BY DATE SHEET OF:3.5 Gf/G -c /( 14-0e9UA o floor)._ SC,46 Sim fi l l Fy 016- Cfr /ccu /q r. o/V s G/i // ` _5/7A') i)c�4 -O t o/ 11'70/7 ' CA/ cu /a tea /VS /° S sp01,1 f°2 e.N6(.1 r -Te- dp c. 11,3Mnir c/f/ ca/ 4? r, p N . /°647-e0 e > /0 SpAA, co /VG6d 1x'61 764) 4 001,4 4/( // ,7L r Z x /5-O X 6/ c, S?S K /Ft sCa S rriich,✓as w/ d7 o,t C'Gc/M STIt't (%'!)n(... r /14)( (0.0'? ¢ AI E) /-ISC FIG y 1t8 2 -301 1.4 Xo, 07/4-x I X 13.5 = cl•r(, 1.<-Fr 1,4 x (o ,07244- 1 2) k-l5 C SIG. 35 /?d ; . 3 01 ( ,ot = /.1 -X,a 364X r5-AS-X/34" zc 4.6 a K -Ft C#EC/C Pr% j <o1166-C4 riti4 ,7 LPQ n/s. F'/tpM A /Sc P,�x�k F /01 vo. 9 (PAL T, ° /V) C Mir) n« - /47 (. lfgpc) : /.7x • / /9X (c2X /3.s r 0.77 k -F (1/1y)P« r 1,7 (,13 r /47X ,/3X/ Xf3.5 V. k-f7 r u q s"( -r 3p.77 1 42.3 3 k -fi < 70.1 k -Fr ok M u r 4,83 f- 5S-' c 40- G X f7 < 41,3 /c.�r X.23771 Fa E V. 5/90 • rj • 4, !t„ �•iYi�,wir L';,.r..rai*t ldw :i:.�.'.;e ,.;�. %, xn.' {aA.'j HOENC BCAC MA MI, AREA MAP 130 O 14-01 7 -127 K I NG COUNT Y AIRPORT,; OFF ICE CENTER (FAA) FROM DOWNTOWN SEATTLE tP 99 xedx 4111 OXBOW LOT 1 1► 0 1NG /fl1 / / / / /,% /% "4' 1 EAST MARiNAL WAY FROM SEATTLE- CORPORATE PARK TACOMA AIRPORT "" 900 158 ACCT r EXIT 157 599 TUKWI LA EXIT 158 FROM KENT & AUBURN PROJECT SIZE DEVELOp:MENT CENTER AND EAST MARGINAL WAY CORPORATE PARK EXIT 157 900 NO SCALE NEVLSION BY APPROVED DATE SYM REVISION e4.A::?.IV if 4AbMarr5xe4 y.. g,.i!T! ✓r....xd4xeH /.Yl'. 'r,YNtiS '.wtih1',�4: r.. .k4:Pnyreh tre. "i'.di... +..e •, Fr n ..o ., .' w...+-_..__..+,.- ........,...+..- J-- -raw.∎..•••∎ •: r., n+ x___..++ DEENSE1 SPACE GROUP BU NC 21 -03 747 SIPUT MODf'CATON EAS T MARGINAL BL 3417 Tu KWI LA, SITE NAP L WAY D SOTH WAS G CORPORAT 21 -03 120TH RLAC NCTON SOUTH 120th 21-U2 21 21-03 WNW :44:►44** .I , .•.•i a ❖.�,•.' r 21-05 -01 I 1 EAST MARGINAL WAY CORPORATE PARK DATE 9 • .r. �,t r��W :;•r�- �*rf.�±..•!�!.?::. -a,.; .. r:,:,... r,: s9wrih':LH"�!"!.`^Y,+,';^;':'t� • ... R t; J' 1111111 0 f8THSmem 1 r FACILITIES DEPARTMENT 11111111111111111 111111111 I JUI11f:I:fL 3 I . i Oc 6Z 84 LZ 9Z SZ '7 (£Z 1111111111111111 rillllllllll i III ( il I! (I l II 111 llll 1 t.I �I � I . ! PROJECT SITE N 21 -03 BUILDING ii4 SCALE K I I l I I 1111 ! I I 1, 4 5 6 7 NOTE: If the microfii.tted document is leas clear notice, it is due to the quality of the •Original. ZG Le 0? 61 8t Lt 91 St bt £t 8t tt 11111114 I Il1010111 {! 111111111 AT 11 e)111; III' Illilll I PAR 98168 /<, CHECKLIST ® BRIEF PROJECT "NARRATIVE . INSTALLATION OF PALLET RACKS. . REMOVE & INSTALL SHOP FENCING. REMOVE & INSTALL SLIDING GATES. INSTALL EMERGENCY EXIT PEDESTRIAN GATES. . PROVIDE ELECTRICAL OUTLETS & CONDUITS FOR PHONE & CABLE. . PROVIDE AIR DROP FOR SHOP. . NEW LIGHTING. • MODIFY AND PROVIDE HOSE CABINETS ® THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.D.A. (AS IT RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL. ORDINANCES AND COMPLIANCE WITH CITY OF 'TUKWILA ZONING. 13 R DOOR NG FLOOR PLANS SHOWING EXITING SYSTEM, S, CORRIDORS AND PASSAGEWAYS. I ENGINEERING CALCULATIONS (IF APPLICABLE) ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A • BUILDING FLOOR ' OR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REQUIRED FOR PERMIT • PACKAGE: 0 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS O F CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 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 INPROVEMENTS, 2 COMPLETE SETS 3. MECHANICAL, 2 COMPLETE SETS 4. ELECTRICAL, 2 . COMPLETE: I.ET� SETS ® 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS Tf ts, • than this document. OL 6 IIIIIIIIIIII S &�. " ,— .,� Rt (3 STEREt> ARCHITECT :�.. 1 rJ 'iil�IlJq.111 FILE COP .., neck approvals are d that the an C rtls a e t understand ndc(r i,sionsarrdapp, of %olt. oi errors a raze the violation A eCt to ��t au Receipt Of ' t � authorize con- y does rfilrta(tCe prof con - :;3oRted Code or o roved % an Ck•.). tractor'SCOpyof p BY Date perm" tVo. c-)1 CODE SUMMARY ADDRESS EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -03 TUKWI LA, WASHINGTON 98168 SITE AREA (TOTAL) 1,720,100 SF (39.48 ACRES) LOCAL AUTHORITY CITY OF TUKWI LA LAND. USE CODE M--HP CODE REFERENCES 1991 UBC TUKWILA 1991 UFC (TUKWILA) ADD! T!ONS PER CITY OF TUKWI LA OCCUPANCY GROUP B - -2 NO CHANGE` CONSTRUCTION TYPE V N (NO CHANGE) FLOOR AREA (ACTUAL) 64 , 800 S . F . (IMPROVED AREA ONLY ) BUILDING HEIGHT 29' MAX • (NO CHANGE) STORIES L 1 (NO CHANGE) OAP ...... 70 (No CHANGE) (ACTUAL 70) FIRE PROTECTION,. SRRIIVKLERED SERARATIONS. (BU ILDING) 4 HR, Q SOUTH & 4 HR. ft NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 2103 BUILDING SEISMIC ZONE 3 FIRE ZONE 3 PARKING (TOTAL SITE) (NO CHANGE) LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED; BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: 'TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND n 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT P OR TI ON O F GOVERNMENT LO 15, SECTION 1 fl, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M.,, IN 'KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARLIN OF PRIMARY STATE HIGHWAY . NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE ,NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16° 29' 05 EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 784 43' 27" WEST 415.05 FEET THENCE NORTH 87° 30' 37* 'WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT, 15; THE0CE SOUTH 01° 48' 37' WEST ALONG SAID WEST LINE TO THE r NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID . NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST : LINE OF 'SAID GOVERNMENT LOT 15; THENCE NORTHERLY ;LONG SAID PARALLEL LINE 376,01 FEET TO THE NORTHWEST CORNER OF THE, TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED 'UNDER FILE NUMBER '5612479;."-THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PEOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY ;' THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING: RECHWED ACCEPT'ABIL'ITY 'TNJ5 DE51GN AND /OR SPEOlf Cb6EiriON is APPRIVE0 AQriR V6 Y DiiG�T 12111111110 11111 DATE 11111111111111111111111111111111111111111111 10 11. MAREINGERMANI 12, 0 tWo.0 I I .. II l I lIL.:`,i�i III !I 111,1) l illll ! 111 III Iill(lI1I 11111Iflll I III IIIIIIIII IEN Sy't:E COVER SHEET BUILDING 21 -03 ARCHITECTURAL MASTER COL ....w...1:._.. r .. 0._._. ��l..�a'.•'a�l r'.wiV:r .,w't19n'.:rw +r <Y. MAR 2 4 199 PERMrr cal i REViSITNd ' Pal OE #LC ENGINEER SY►tB0! tAT Iolo .. ...... q ?:. . Y.. v� xY.re4 '....: 4YP.w+..Yea.•a'r �d•Mi:•:}',!A alit it. 2i-03-AO KEY SHEET u3 • ...,_.........,„_..............................._ INCLUDE IN SET Mon12■•••■•••V•••■ DRAWING NO 0^P•Wi........".,...._.____ ________ INDEX OF DRAWINGS SHEET NO DRAWING TITLE REV DATE III c DATE ARCHITECTURAL 21 -03 -A0 AO COVER SHEET _ ORIG 03,18.94. 21- -03 -A1 Al A2 KEY SHEET _ ORIG 03.18,94 PARTIAI. FLOOR PLAN ORIG 21-03-A2 INDEX OF DRAWINGS ORIG. 03.18.94 03.22.94 ......, 21-03-A3 A3 COMPOSITE FLOOR PLAN ORIG 02.24.94 E El 21 --03 21-03-1A13R 21-03 -1 Al2R 1 Al2R PARTIAL FLOOR PLAN -- REMOVAL 0R G 03.18 .94 -1A14R 1A13R 1A14R PARTIAL FLOOR PLAN - REMOVAL .___. ORIG 03.18.94 PARTIAL FLOOR PLAN - REMOVAL ORIG 03.13.94 21 --03 -1 A5R 1 A15R PARTIAL FLOOR PLAN -- REMOVAL ORIG 03.18.94 El E c El21- 1 II 21-- 21-03-1A13 03 -1Al2 1Al2 PARTIAL FLOOR PLAN ORIG 03.18.94 ■ 1A13 PARTIAL FLOOR PLAN ORIG 03 ,18.94 21-03-1A15 03 -1A14 1A14 PARTIAL FLOOR PLAN 208Y/120 VOLT POWER 03.18.94 03.21 .94 1A15 PARTIAL FLOOR PLAN ORIG 03.18.94 03.21 .94 0 21- 03 -E501 E501 DETAILS ORIG 03,21.94 1 1. III M IMIll I 1 1 1 1 i iii 1 il III ■ 1 _ III" ili M ..........._ _ CIVIL /STRUCTURAL 11111111111 . _______ 11111 IMO 111111 INN 11111 111111 a iii illi iiii II _.......„_,......... ....................„........_ INDEX OF DRAWFNGS INCLUDED IN SET DRAWING NO. SHEET N0. DRAWING TITLE REV DATE REV DATE MECHANICAL 12 ?- OU3 -43S5R !,!-1R M-1 FIRE. PROTECTION ORIG FIRE PROTECTION A 0 ji_ 21-03-1E12R E12R 121 - 003 -4355 03.22.94 la CI 21- 03 -1M114 1M114 PARTIAI. FLOOR PLAN ORIG 03.22:94 21- 03 -1M116 1M116 PARTIAL FLOOR PLAN A 03.22.94 ......, 21- •03• -1M117 1M117 PARTIAL FLOOR PLAN _ Q A 03.22.94 03.22.94 ii 21- 03 -M500 M500 DETAILS 1E13 LIGHTING PLAN ORIG III 21-03-1E14 1E14 L I GHT I NG PLAN ORIG 03.21.94 21- 03 -1E15 1E15 LIGHTING PLAN ORIG 03.21.94 21-03-1E62 E62 1 E_62 208Y/120 VOLT POWER ORIG 03.21.94 21-03-1E63 21-03-1E64 _ 111111111111M 208Y/120 VOLT POWER ■ 03.21 .94 1E64 208Y/120 VOLT POWER ORIG 03.21.94 21-03-1E65 1E65 208Y/120 VOLT POWER ORIG 03.21 .94 21- 03 --E500 E500 DETAILS A 03.21 .94 0 21- 03 -E501 E501 DETAILS ORIG 03,21.94 1 I 1 1 1 1 i iii 1 il III ■ 1 III" ili M ..........._ _ NIIIIIIIMIIIIII VIII i I MO 11111111111 _______ 11111 IMO 111111 INN 11111 111111 II INDEX CAF DRAWINGS INCLUDE, IN SET DRAWING NO SHEET NO DRAWING TITLE REV DATE ELECTRICAL c L CI rj El CI a El CI 13 a 21-03-1E12R E12R 1 E 12R L I GHT I NG PLAN •- REMOVAL ORIG 03.21.94 21--03 -1 E14R 1E14R L 1 GHT I NG PLAN - REMOVAL. ORIG 03.2'1.94 21- -03 -'1 E 15R 1 E 15R L I GHT I NG PLAN -'` REMOVAL ORIG 03.21.94 21- 03 -1E12 1E12 LIGHTING PLAN ORIG 03.21.94 21- 03 -1E13 1E13 LIGHTING PLAN ORIG 03,21,94 21-03-1E14 1E14 L I GHT I NG PLAN ORIG 03.21.94 21- 03 -1E15 1E15 LIGHTING PLAN ORIG 03.21.94 21-03-1E62 E62 1 E_62 208Y/120 VOLT POWER ORIG 03.21.94 21-03-1E63 21-03-1E64 1E63 208Y/120 VOLT POWER ORIG 03.21 .94 1E64 208Y/120 VOLT POWER ORIG 03.21.94 21-03-1E65 1E65 208Y/120 VOLT POWER ORIG 03.21 .94 21- 03 --E500 E500 DETAILS A 03.21 .94 0 21- 03 -E501 E501 DETAILS ORIG 03,21.94 1 I 1 1 1 1 i iii 1 il III ■ 1 III" ili M ..........._ _ 11111111111 _______ 11111 IMO 111111 INN 11111 111111 ISSUE.G.:? NOT YET ISSUED PRE',40USLY ISSUED, NOT IN *THIS ISSUE IN THIS ISSUE PREVIOUS PROJECT, NOT YET ISSUED FOR CURRENT PROJECT NOT RIQUIRED. FOR CURRENT PROJECT NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION ,- SEE SPECIFIC DRAWING FOR NATURE OF' REVISION • �xfl Aftk to)oko° \A \,i ASt JS, Q B000G DATE 2862 ACCEPTAEIII TY This DEVON AND /'OR SPECIFICATION S APPROVED APPRtWEO Y • t. .... +.if .r. r.... �... ..r 4": r i .ra F .Tip: < <c r T T z' t 1`X7'c A - ,c JY J. T::...i 1. ' i J r : ., t f i }'; t 7 -. 111 111 III I'1 11h 111 111 WIT 11111111j41111' (� 4 U 1 , 'f'II : I, t ; . I I it If j1 . 0 1 1 I' I 1 I 1 1 +eTHSir+ek 1 3 NOTI�4., -. If the �aiccrofi.Eed document is IOSBV clear than tL his ( notice, it is due to the quality of •the• riginal document, • 0£ 6Z 8• Le 92 92 4/2 ez ze Le OZ 61 81 .1 •91 jl bi £t `LL L' Q. 6 ff I 1 III 1: i unil 11111I111i1 1:'1111111f1il 11 liti)1itli111i�1. 1411 U111'. III 1 11111111 III 1 1 (1.101 411411141111111111 1I 1 �IIIIII 1111111 itll I 1 I � .,..I I .. >.. � L (l 1- E s/, ,.. 4411111 �l �jlilll0001101I� +IjI�I,LI,I,...: 10 11 MJ1D W OERNANV 12e, s' Y'Cf S ;A` • J � r 11111111 9 9 *7 £ 2 t WW 0 l 1 l ►II ►I IL I 1 11Jl1I1{ Ai AM.M1iIJPAYxn•>F.w411 ' { ti te. • EXISTING EXIT EXIST NG EXIT 1. PALLET RACKS SHALL BE ASSEMBLED WITH: THE FOLLOWING "INTERLAKE* COMPENENTS. LH781 B OR 351B BEAMS, AND IU75B FRAMES BOEING PLANT SERVICES MUST SELECT ONLY THOSE COMPONENTS WHICH ARE FREE OF RUST AND ANY DAMAGE. 2. ANCHOR END FRAME BASE PLATES ON TO CONCRETE FLOOR WITH EACH (2) -1/2 "0 NItTI KW1K II EXPANSION ANCHORS. INSTALL ANCHORS WITH MINIMUM 3 1/2" EMBEDMENT. 3. INSTALL RIGID ROW SPACERS WHERE .PALLET RACKS ARE INSTALLED BACK TO BACK. PROVIDE TWO SPACERS PER END FRAME; ONE 0 TOP SHELF LEVEL AND ONE AT BOTTOM SHELF. 4. PROVIDE SIGNAGE AT EACH LEVEL CLEARLY INDICATING "2000 LB. MAX". 5. PROVIDE OPEN SHELVING OF WIRE MESH TYPE GRATING OR WOOD SLATS. WHEN USING WOOD SLATS, SPACE THEM TWICE THE WIDTH OF SLATS. 1A16 1A17 EXISTING EXIT MAR 2 14 1994 KEY ACCEPTABILITY 14s DSIGN AND/OR $ tifICK ION !S APPROVED f> r ...•.»... ss- . mro.•• r+ sa-, o:. �! j. c!. rM ew9n:^" r.:'. wv.. �wrv+.:.+ rs+ r.:+. ..r- .n�.,.•rr+rk+.src•..r:+.e+x ,,.r,: i. _. ,..c+.+wy�. .. Ofdw lAfi1"./N'+r,+. ..�_. ac. .,.. ._..,,. _ .. . .., .. ... .. , . .,r•N^^.w;'.^`n' .r 9't'h'JfrXA"%I"!� ,. .,,.:. .. .. �l T.0!!s�.'wq •H•r... --.. ar+; a.. sMrie�. re+ r.'. inr�f�aiAKO r.?trlr..f�a.1.e�1Fg tat. .:. - .. .., !� ��.w�!vNY,rrr+»Mrsi..�.. _,Y►.M±wd+r.f.istl.lcros4�7.+ ld.itvb�it r.. II11111,1 41111 I11 3 j ' / £e ae L(Z 0? 111111 111111{1.1!I .1161111111 I }11111 oe 63 8e CZ 9Z 5Z .17Z II I11111111111110111111,0111,11111111)11 4:11:14, 11 (_ LII.011`Li 111 1� .Illl�il,I11�'III 10 I 11 EROCRM 12' .r . 2 1 wry O iI�i�llll, NOTE: If the microfilmed document is Tess clear than this " Aotice, it is due ' to the quality of the original document. 6: 8l 41 9t 1't *.t £t Gt ti 01, 'oc 1 .f. •nvY izAYwR saa4ti:.�.ti 30' -OH 60' -0" 60'- -G, 60'- ,., 0), LEGEND: FOR LEGEND SYMBOLS SEE SHEET 01. zio -d' MATCH LINE FOR CONTNL TION SEE SHEET - 1A1 1 s GENERAL_ NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 00 N REMOVAL NOTES: REMOVE 40 SECTIONS OF PALLET RACKS BETWEEN GRIDS H- -M/4 -6 O LLJ LLJ r� ( 1 LLJ LLJ vD Q U. Clf 0 seo a) CV �J PARTIAL FLOOR PLAN SCALE: 1/8" = 1' -0" 11 I T I 1A10 1 1A11 1A16 1A14 41Al2/ r 1A17 1A15 1A13 GENE+ . /� ;o;i; R L K I F- L A N PERMIT CENTER 5' 4' N 1 SCALE: 188''=1► SYM REVISION P DATE SYM REVISION 2 %2. FACILITIES DEPARTMENT ACCEPTABILITY 'ISTEREO THIS DESIGN MD /OR SPECIFICATION S APPROVED OE&tC ENGINEERS PARTIAL FLOOR PLAN BUILDING 21m03 VILE ARCHITECTURAL MAstER COL N'- N/1 -4.5 ... .. :. �. � ,1.: �' : ;:y �•f J. !� a.. .J f.y.� .. �.... : -'.dt � �'.`C �y' ' 1( �n YM 'J �S�.7S✓f.'ft.I' .i'Y� �I✓.CK: YK uw9 +S�.' %G�:L... t% 3 b` Fes' .v w '4. .-a , un R.Y1.i.'A.l... 7<J.Sr33'6P.� C•rn_�l'C Yr:'" ri^�s : =F. >Js I I I I I I 1 1 1 I I I I I I ) 1 1 1 1 I l i 1I1 III III 111110 (L 11 W 7HS INCH 1 f II f4 I °1`1R, I` 1l1 11 41 1 -1 I II`I,!`'I�;� 10 D. v J r 0 2 '/3 4 5 6 7 8 1 NOTE: If the roictofi.tmed document is less clear than this 1 i notice, it is due to the quality of the original. document. Q E ' 0? £t el tt 01, 6 9 L 1 6Z se LZ 9Z se �iZ £Z ZZ tZ 61 9t Lt 91 5t ht EIIIlilllll !II!iilil {IIIlilill {!�!IiI!II {ill Iiil if {IIIiiIII! {IIillkll�;iliillli l affil 11.14 I I Hill d II {11 :! 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MATCH LINE - FOR CONTINUATION SEE .SHEET 1Al2 41"-sv,"/ // / ////// / REMOVAL NOTES: ,s,21730.nrn:v. arsr. -cam PA10 APPROVED ME ACCEPTABILITY THIS DESI+ AND //OR SPECIFICATION I3 AE'R4VEP APPROVED r 5 RLIE ►I I1I!III1IIJIIIIIII .!il l t 1 be 6Z se LZ 9Z GZ VZ ' CZ ZZ LZ 11111111111111111111111111,11111111111111 1111111/ 1111111 1111111 . 11 MOTE: f the microfilmed document is loss clear than this notice, it is due to the quality of the priginal document. L/lIt I 111111111111111111 1111 1 M4 $EIN ccaMLAY 12 K sic ' fr.. PARTIAL FLOOR PLAN REMOVAL PARTIAL FLOOR PLAN REMOVAL 1�. +........wr.......- ----- .....n.. .�,.... -. -- - ,r... _m ..--- w. .- r...n+- .h.++.►..........,. +r. ..r�. nor .y�...�..n.......w....- ......� 4.5� n 60'-0' LEGEND: FOR LEGENb SYMBOLS SEE SHEET G1 sio —v MATCH LINE FOR CONTI TION SEE SHEET 1A11 col N GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PP,OVIDED BY BOEING & INSTALLED BY CONTRACTOR. 4. ALL FURJITURt PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. 1J) CONSTRUCTION NOTES: INSTALL 3' X 3' METAL SHELVING INSTALL 4' X 10' X 12' PALLET RACKS L..1J LJ LsJ LLJ (1) CONTINUATION 1r.asol w ►°.i. -- -•r.- • • i 4 / .+n �f�+►. r. �iwwM�J .�rwi•.wyL�YS/ri.��!.i.R.�.M': f/Ilr- ---1 r .A1, -. At/�1_I t_- .% �' 11r�,M. �1�V w+�•• 1� PARTIAL FLOOR PLAIN SCALE: `1 r8 = 1'--O' RECEIVED CITY OF ToKwI A MAR 2 4 1994 PERMIT CENTER KEY PLAN SCALE; 1 /E" 1 1 SYM uN APPR4Vmo DATE FACILITIES DE RTMENT ACCENTABILITY THIS DESIGN AND /OR SPECIF`lcATION is APPROVED .:7• rt +.rni suarrni- PAR IAL FLOOR . PLAN APPROVED as( • BUILDING 21 -03 ARCHITECTURAL MASTER COL': H- N/1 --4.5 - • d .. 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ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. REMOVAL NOTES: r-- LLJ L.LJ C J LLJ LLJ 0 0 LL LL.J 1 1M6 1A14 A17 1A15 RECEIVED CITY OF TUKWILA MAR 2 4 1994 PERMIT CENTER 8' KEY PLAN SCALE: 1 SY'M FIE &fir ENGINEERS R ON DATE e FACILITIES DEPARTMENT ACCI.PTAgELITY TEIi$ DESIGN': AND /OR sPtclricAT N • IS APPROVED APPROVED aY PARTIAL FLOOR PLAN BUILD1NG 21 -03 COL N- U/1. -4.5 .Y • 1111111 ' W i l 1 1111111 0 16THS INCH 1 1 '11I111J111J111J111I!j1`3111111 2 93 oE GZ 8G GZ 9Z se �iIZ C7 ZZ (Iliill1l1111111111.! IIIi19.1,111f01 iilLll!!Ilil0119 rlll I 4 5 6 ti....; 8..:;.. NOTh: Ti f the microfilmed document is less clear than this notice, it is due to the quality of the original document. IZ O I e �Ill�liilUllllluilUlJ; ►,i+�+i+ Iii +�+I +l�i+l'�'I'i'I'i'i'i'I'� I+IIL 1O 11 MADEINGERMAW 12 9 s h E Z " 0 I i. ll li( 1 11 I(Il111(iliil11111111 lli .l 11 IlillLll I1 61 81 L! 91 9l +it >~I Zt 11 01, 6 9 011,1464a " iil1 if Ill I Iii ! 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CL X_ d ,;t• 'ttt izt ,d 0 X c N N CV N 7 1A10 10' TABLE DUPLEX AIR 'DROP (SEE L MECH.) 1A16 " A14 10' TABLE 1A17 1A15 PARTIAL FLOOR SCALE: 1/8 " =. 1'-O» PLAY R�c�IV � crri of TuKWILA MAR 2 4 1994 PERMIT CENTER B' KEY PLAN SCALE 2862 FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIt AND /OR SPCIelCA11ON is APPIWAIED R IEN SUBTCTL PARTIAL FLOOR PLAN L 1' R VISION SHI: T DCA -94008 .11.1* joaavywoo.100 "ea' Oc 6Z ed 1#(110.111.4010 11 11 III1IlI IIIIIIi III W I III i r { `-- { I; ;Y,ii; i,`I 2 /3 4 5 6 7 8 f # NOTE: If the microfilmed document is .Less clear than this notice, it is due to the quality of the prigenal document. „ Ki ,f (. I ;,I {� {!II {I {III�III {`I11�1 {il{I {,Ili {III {li� g 10 11 WW,GE� 12- 1 Z. 9Z GZ *�Z cZ ZZ tZ 03 Cst sit LL 9t St .L CI Zt IL 0i. 6 iititil i�4i10ifi I ►1II121 11.1il1 1 #11111 t IIlf II IIIIIi 11!1111 ill l ° IWII11 I#19Ii {nIIIIIlI Ii 1, PARTIAL FLOOR PLAN eo' -o' soS 210' -d' 1sh, MATCH LINE - FOR CONTI • TION SEE SHEET i►����� /�►.���►������ War. •are allSrralraiallrrrara swam mar Marrevairt GEN. RAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PROVIDED BY BOEING & INSTALLED BY CONTRACTOR. 4. ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. CONSTRUCTION NOTES: INSTALL 3' X Y METAL SHELVING INSTALL 4' X 10' X 12' PALLET RACKS PARTIAL FLOOR PLAN SCALE: 1/8'• 1' -0' arfrarwaA MAR 241994 r. ► a- e' 4' KEY PLAN sasa'a FACILITIES DEPARTMENT 1,a- J; i , I;ih :;i ITarn ',t PARTIAL FLOOR PLAN BUILDING 21 -03 CTURAL Mgr Ca N- N/1 -4.5 z10' -d' MATCH LINE — FOR CONTINUATION SEE SHEET 1Al2 GENERAL NQTgS: 1. FOR GENERAL NOTES SEE SHEET 01, 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PROVIDED BY BOEING & INSTALLED BY CONTRACTOR. 4. ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. REMOVAL NOTES: Mla PAINS , SIM fa I 0 / MIA .� SWIM . -- �-_- - prjr.__________ 1 1M 6 1M 4 1Al2 1A17 1AIS 5q4 -ova I ACCEPTABILITY ."row aritinmA MAR 241 POW PPM 6' 4' KEY PLAN PARTIAL FLOOR PLAN BUILDING 21 -03 mean COL N- u /1 -4.5 D.C. tA13 9w a 9400e 4 ... . WS 2143 -1A1 _ 11 60' -0' 60' -0' 210' -0" D 0 a D • 13 61 o a revs .43i CC- XI E ING ST LADDER 0 T T Ifts a X 0 • 0 MIN. a 2 N 2 2 N 2 2 2 N N N 0 N 5 5 5 5 5 PROPOSED FIRE HOSE RACK LOCATIONS TYP. (4) 6' -0' MIN. N 0 N 2 0 c N 2 2 g � N N a g N N 0 N 2 N 2 i 6 i N g 30' -0' ire - M a 1 0 E N PARTIAL FLOOR PLAN SCALE: 1 JV a 1' -0' 27 -4 5 Ef 4, F.H. N r E N N ce 0 N N N N O N X 0 5 MIN. w N N w N w N >C N 2 2 MIN. F.H. N • DUPLEX NR DROP (SEE 1 MECH.) r /antis FACILITIES DEPARTMENT 10' TABLE 10' TABLE 10' TABLE 10' TABLE tO W LEGEND: FOR LEGEND SYMIOLS SEE SKEET 01. GENERAL NQTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PROVIDED BY BOEING R INSTALLED BY CONTRACTOR. 4. ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. CONSTRUCTION NOTES: ▪ INSTALL 3' X 3' METAL SHELVING INSTALL 4' X 10' X 12' PALLET RACKS ▪ REVERSE SWING AT EXISTING GATE FILL GATE OPENING AND INSTALL 3' PERSONNEL GATE INSTALL 16' SLIDING GATE • FENCE FROM WALL TO GATE TO REMAIN © CLEARANCE FROM DESK TO LADDER arnitamu MAR Z R 1994 NW COW 8' 4' KEY PLAN 4' 16' SCALE: 1 -0' PARTIAL FLOOR PLAN BUILDING 21 -03 ARCNITECTURAL MUD COL H- N/4.5 -8 • MATCH LINE - FOR C NTINUATION SEE SHEET 1A14 10' TABLE 10' TABLE 10' TABLE GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PROVIDED BY BOEING & INSTALLED BY CONTRACTOR. 4. ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. y CONSTRUCTION NOTES: P INSTALL SHOP FENCE INSTALL 3' PEDESTRIAN GATE WITH AUDIBLE ALARM © INSTALL 4' SLIDING GATE. INSTALL 3 SECTIONS OF 18' X 36" METAL SHELVING INSTALL 3 SECTIONS OF 36' X 36" METAL SHELVING 1A16 1A14 1Al2 [LC 1_LC 1_._L 1A17 III1A151111 1A13 PARTIAL FLOOR PLAN SCALE: 1 /8'a 1, -O' wirau MAR 2 4 1994 MAR WW1 B' 4' KEY PLAN ' ACCEPTAOILRY PARTIAL FLOOR PLAN BUILDING 21-03 ARCMTEMINOL WM COL 14- u /4.i -1 id GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. NEW FENCING, GATES, ETC. TO MATCH EXISTING CONSTRUCTION, TYPICAL. 3. ALL SHELVING AND PALLET RACKS PROVIDED BY BOEING & INSTALLED BY CONTRACTOR. 4. ALL FURNITURE PROVIDED BY BOEING AND SET BY CONTRACTOR AT LOCATIONS INDICATED. y CONSTRUCTION NOTES: P INSTALL SHOP FENCE INSTALL 3' PEDESTRIAN GATE WITH AUDIBLE ALARM © INSTALL 4' SLIDING GATE. INSTALL 3 SECTIONS OF 18' X 36" METAL SHELVING INSTALL 3 SECTIONS OF 36' X 36" METAL SHELVING 1A16 1A14 1Al2 [LC 1_LC 1_._L 1A17 III1A151111 1A13 PARTIAL FLOOR PLAN SCALE: 1 /8'a 1, -O' wirau MAR 2 4 1994 MAR WW1 B' 4' KEY PLAN ' ACCEPTAOILRY PARTIAL FLOOR PLAN BUILDING 21-03 ARCMTEMINOL WM COL 14- u /4.i -1 3CE\C DEFE \SE & SPACE GROUP 3UL9\C 21 -03 3CAC 747 STOUT VODIFICATIO\ AREA MAP 7-121 KING MINTY AINQIT CIF III C INTER (FM) FROM DOWNTOWN SEATTLE 900 99 Ex1T 157 FROM KENT & AUBURN FROM SEATTLE — EAST wwIE PS WAY TACOMA AIRPORT 99 DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK NO SOU EAST VAROENAL WAY CORPORATE PARK BUILDING 21 -03 3417 SOUTH 120TH PLACE TUKWILA, WASHINGTON 98168 EAST MARGINAL WAY CORPORATE PARK &ALI yr FAAILRIES DEPART NT NO WU CHECKLIST ■ BRIEF PROJECT NARRATIVE . INSTALLATION OF PALLET RACKS. . REMOVE dt INSTALL SHOP FENCING. . REMOVE & INSTALL SLIDING GATES. . INSTALL EMERGENCY EXIT PEDESTRIAN GATES. . PROVIDE ELECTRICAL OUTLETS di CONDUITS FOR PHONE & CABLE. . PROVIDE AIR DROP FOR SHOP. . NEW LIGHTING. . MODIFY AND PROVIDE HOSE CABINETS. ■ THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.DA. (AS IT RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. I9 PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. ■ ENGINEERING CALCULATIONS (IF APPLICABLE) ▪ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 —A PI BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: p 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CML DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 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 INPROVEMENTS, 2 COMPLETE SETS ■ 3. MECHANICAL, 2 COMPLETE SETS ■ 4. ELECTRICAL, 2 COMPLETE SETS ■ 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ACCEPTABILITY a 11 1 i understand OM Ms Pion Chi upproVin We r nd0TlN►OM fed Arad d Nq � . o errors • violatiot►d ' M doe' not suthnrIio tM or ordinonoo Masipt doPUd aodo or n creator saoPV / CODE SUMMARY ADDRESS SITE AREA (TOTAL) LOCAL AUTHORITY LAND. USE CODE CODE REFERENCES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREA (ACTUAL) BUILDING HEIGHT STORIES OCCUPANT LOAD FIRE PROTECTION SEPARATIONS.(BUILDING) SEISMIC ZONE PARKING (TOTAL SITE) (40 CHANGE) EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -03 TUKWILA, WASHINGTON 98168 1,720,100 SF (39.48 ACRES) CITY OF TUKWILA M—FP 1991 UBC (TUKWILA) 1991 UFC (TUKWILA) ADDITIONS PER CITY OF TUKWILA B-2 (NO CHANGE) V—N (NO CHANGE) 64 800 S.F. IMPROVED AREA ONLY) 291MAX. (NO ))HANG() 1 (NO CHANGE) (ACTUAL 70) SPRINKLERED 4 HR. 0 SOUTH & 4 HR. 0 NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING 3 LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAMA; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1 (SR 599) WRH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16' 29' 05' EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT. OF BEGINNING; THENCE SOUTH 78' 43' 27' WEST 415.05 FEET THENCE NORTH 87' 30' 37' WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 4B' 3r WEST ALONG SAID WEST LINE TO THE NORTH UNE OF THE AFORESAID PLAT OF RNERTON; THENCE EASTERLY ALONG S411) NORTH LINE TO A UNE PARALLEL TO AND 820 FEET ROM THE WEST UNE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PAMLLE . LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRNVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY RANG THE NORM LINE OF SAID TRNYEI*SO PEOPER* 474.74 FEET TO THE WESTERLY MARGIN OF EAST MAJIGSL ; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF IIECINNNO. COVER SHEET MAR 2 4 1N4 Nth PIMP Slim BUILDING 21 -03 mCHTECNIIAL MNre M COL I, ;,•• •.I SYMBOL LEGEND • I SECTIONS BUILDING AND WALL x x XX x XX XX ( XX ) u. 0 DIMENSION w z 0 FEC> 0 G 1 0 • 0 • DETAIL REFERENCE TO DETAIL PLAN ROOM NUMBER DOOR NUMBER WALL TYPE GRID/GRID BUBBLE AND CENTERLINE CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION LINE FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL NOTE FOR NON— SPECIFIC INFORMATION DOOR — NEW DOOR — REMOVED /RELOCATED 2'4' x41-0" SUSPENDED CEILING GRID GYPSUM WALLBOARD CEILING FIRE EXTINGUISHER HOSE RACK AND CABINET SMOKE VENT SUPPLY AIR DIFFUSER RETURN AIR GRILLE FIRE SPRINKLER HEAD HIGH INTENSITY DISCHARGE LIGHT FIXTURE FLOURESCENT FIXTURE (RECESSED, SURFACE) EXIT SIGN EMERGENCY LIGHT MATERIAL SYMBOLS 111111`11111 11 111 11 eWitaIONAINA / / / / / / //, ,PAMPBWISIIIwwr s 1: IIILWASMAM 1 1 1 EARTH, DIRT STONE, GRAVEL, POROUS FILL BRICK, COMMON CERAMIC TILE CONCRETE: CAST —IN— PLACE, PRECAST INSULATION: BATT, LOOSE, FILL BLANKET INSULATION: RIGID ALUMINUM BRASS, BRONZE, COPPER METAL, STEEL, IRON PLASTER; SAND, CEMENT, GROUT PLASTER: GYPSUM WALL BOARD WOOD: FINISH WOOD: ROUGH WOOD: INTERRUPTED BLOCKING PLYWOOD: SMALL SCALE PLYWOOD: LARGE SCALE WALL TYPE: CONCRETE WALL TYPE: CONCRETE MASONRY UNIT (CMU) WALL TYPE: STEEL STUD WALL TYPE: WOOD STUD WALL TYPE: EXISTING WALL TYPE: REMOVAL WALL TYPE; PARTITION (5' -0' HIGH) WALL TYPE: GLASS AB ADJ AFF AGG AL ALT ANCH APA APPD APPROX ASTM ABBREVIATIONS IIATND ANCHOR BOLT ADJACENT ABOVE MINED FLOOR AGGREGATE ALUMINUM ALTERNATE ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS BTWN BETWEEN BLDG BUILDING BLKG BLOCKING BOT BOTTOM CB CC CEM CF CJ CL CLR COL COMP CONC CONN CONST CONT CONTR CTSK CY 0 DBL DEMOL DEP DIA DIAG DIM DL DPI DS DWG E EA EB EF EJ EL ELEV EQ EW EXG EXP EXT FAS FF FF FGR FH FIN FND FOC FOF FOIC FO FT FIG FUT GA GALV GC GI GR GT HDNR HDWD HG HOR HS HT ID ID IF IN INCL CHANNEL CATCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CONTROL JOINT CENTER LINE CLEARANCE) COLUMN COMPRESS(ED) (I0N) CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACT(OR) COUNTERSUNK CUBIC YARD(S) DIAMETER DOUBLE DEMOLISH, DEMOLITION DIAMETER DEPRESSED DIAGONAL DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING EAST (COORDINATE) EACH EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPOSED EXTERIOR FASTEN(ER) FACTORY FINISH FINISHED FLOOR FINISH GRADE FIRE HYDRANT FINISH(ED) FOUNDATION FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FINISHED OPENING FOOT FOOTING FUTURE GAGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GRADE GROUT HARDENER HARDWOOD HIGH GRADE HORIZONTAL HIGH STRENGTH HEIGHT INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INCH INCLUDED(D) (ING) Ji JOINT KO KIP(S) OUT LB LEN LF LL LWR MAIL MAX MB MBR MET MFR MIN MISC MT NF NO. NC NOM MS OA oc OD or OPG OPP AO DOLT LENGTH UNEAL FEET UVE LOAD LOWER MAXIMUM BOLT MEMBER MET MANUFACTURER) MINIMUM MISCELLANEOUS MOUNT(ED) (INC) NORTH (COORDINATE) NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER(S) OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PAR PARALLEL PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATE(D) PERIM PERIMETER P1 PLATE P REST PRESTRESSED) PRI' PREFORMED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE PIPE PWD PLYWOOD R RADIUS (CURVATURE) R RISER REF REFERENCE REFER TO REINF REINFORCED) (ING) REQ REQUIRE(D) (ING) REV REVISIONS), REVISED RH RIGHT HAND RO ROUGH OPENING SQ SQUARE SECT SOUTH (COORDINATE) SECT SF SHT SIM SO ST STD STL STR SYM SYS T&B T&G TC TEMP THK TOC TOL TOS TS TYP UBC UL UON UPR SECTION SQUARE FEET SHEET SIMILAR SQUARE STRUCTURAL TEE STANDARD STEEL STRUCTURAL SYMMETRY,SYMMETRICAL SYSTEM TOP MAID BOTTOM TONGUE AND GROOVE TOP OF CURB ELEVATION TEMPORARY THICK(NESS) TOP OF CONCRETE TOLERANCE TOP OF STEEL STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS' LABEL UNLESS OTHERWISE NOTED UPPER VS VAPOR BARRIER VERT VERTICAL W WEST (COORDINATE) W WIDE FLANGE W WIDTH, WIDE W/ WITH / WITHOUT t�F WELDED WIRE FABRIC I FACIL ES EPARTM NT GENERAL NOTES 1, OBTAIN MECHANICAL Ill ELECTRICAL CONSTRUCTION Prwts FROM CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. 2. NOTHY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REWIRE 'DESIGN REVISIONS. 3. COORDINATE WORK WITH BOEING GENERAL CONSTRUCTION UNIT THROUGH THE CONSTRUCTION MANAGER REGARDING STAGING AREAS AND OTHER RELATED ACTNRIES OCCURING IN THE 21 -03 BUILDING. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR Of DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 4 5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOIMNG OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SWILL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND OR CONCRETE WALLS, METAL STUDS, AND TO THE CENT RUNE OF COLUMNS, UNLESS OTHERWISE NOTED, 10. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 11. PUNS WHICH APPEAR AS BACKGROUNDS ON CAL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 12. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL do ELECTRICAL WORK. ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. 13. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 14. REPETATIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 15. ASBESTOS NOTIFICATION A GOOD —FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS — CONTAINING MATERIAL WAS DISCOVERED WITHIN THE BUILDING Bc14-0 ACCEPFA91L1TY 1,1 - uBarnii Isn N Mt. 11iN1 I1° O. ilk r•*' Iv 1 CONSTRUCTION TYPES BUILDING 21 -02 2 STORY TYPE V -1 HR SPRINKLERED 11,400 SF 2 STORY TYPE V -1 HR SPRINKLERED 5 SF 2 HR AREA SEPARATION WALLS 1 STORY TYPE V -1 HR SPRINKLERED 321400 SF 16 020 SF BUILDING 21 -01 2 STORY TYPE V -1 HR SPRINKLERED AREA OF WORK 1 STORY TYPE V •1 HR SPRINKLERED BUILDING 21 -03 48,060 SF 2 HR AREA SEPARATION WALLS 4 HR AREA SEPARATION WALL BUILDING 21 -04 1 & 2 STORY TYPE I —F.R. SPRINKLERED BUILDING 21 -05 SITE PLAN SCALE:. NO SCALE 4 KEY SHEET 173,200 SF arilritaA NAR 241814 Mr ..L.M BUILDING 21 -03 AVIRECTURK MU COL 4, .1 vv INDEX OF DRAWINGS iNcwital SET DRAWING NO. SHEET NO. DRAWING TITLE - REV - DATE ..%iii MECHANICAL ARCHITECTURAL • i 21 -03-40 AO COVER SHEET ORIG 03.18.94 Ot 21 -03-Al Al KEY SHEET ORIG 03.18.94 i 21 -03-A2 A2 INDEX OF DRAWINGS ‘ORIG. 03.18.94 i 21 -03-A3 A3 COMPOSITE FLOOR PLAN ORIG 02.24.94 i 21- 03 -1Al2R 1Al2R PARTIAL FLOOR PLAN - REMOVAL ORIG 03.18.94 i 21- 03 -1A13R 1A13R PARTIAL FLOOR PLAN - REMOVAL 4ORIG LIGHTING PLAN 03.18.94 i 21- 03 -1414R 1A14R PARTIAL FLOOR PLAN - REMOVAL ORIG 03.18.94 i 21- 03 -1A15R 1A15R PARTIAL FLOOR PLAN - REMOVAL ORIG 03.18.94 • 21 -03 -1412 1Al2 PARTIAL FLOOR PLAN ORIG 03.18.94 • 21 -03 -1413 1413 PARTIAL FLOOR PLAN ORIG 03.18.94 • 21- 03 -1A14 1414 PARTIAL FLOOR PLAN ORIG 03.18.94 • 21- 03 -1A15 _ 1A15 PARTIAL FLOOR PLAN ORIG 03.18.94 . 1 - CIVIL /STRUCTURAL I544-otal INDEX OF DRAWINGS INCLUDE IN SET SHEET NO. DRAWING TITLE REV DATE DRAWING N0. MECHANICAL • 121- 003 -4355R M-1R FIRE PROTECTION Cali, SRI QQRR1 03.22.04 • 121- 003 -4355 1 M-1 , FIRE PROTECTION A 03.22.94 • 21- 03- 14114 114114 PARTIAL FLOOR PLAN ORIG 03.22.94 40 21- 03 -1M116 1M116 PARTIAL FLOOR PLAN A 03.22.94 • 21- 03 -1M117 1M117 PARTIAL FLOOR PLAN A 03.12.94 1 03.22.94 • 21- 03 -M500 M500 DETAILS A LIGHTING PLAN 0010 �ORIG' 03.21.94 03.21.94 • 21- 03 -1E62 1E62 , 208Y 120 VOLT POWER • 21- 03 -1E63 1E63 208Y 120 VOLT POWER ORIG 03.21.94 • 21- 03 -1E64 1E64 ` 208Y 120 VOLT POWER 'ORIG 03.21.94 • 21- 03 -1E65 1E65 208Y 120 VOLT POWER ORIG 03.21.94 • 21- 034500 E500 DETAILS A 03.21.94 • 21 -03-E501 E591 .DETAILS ORIG 03.21.94 . 1 - FACILeEPARTlerDIT INDEX OF DRAWINGS 1NItN ��J ... !. , ,.,. sti.,' . REV DA ....... .. ELECTRICAL i 21- 03 -1E12R 1E1 R LIGHTING PLAN - ! A( Cali, SRI QQRR1 03.21.04 03.21.94 03.21.94 41 21-0 1E14R - 1 1 LIGHTING PLAN - N! " AL 41 21 -o 1E1SR ltl6R i LIGHTING PLAN --RAY; AL i 21- 03 -1E12 1E12 , LIGHTING PLAN °RIO' 03.21.94 •f 21- 03 -1E13 1E13 LIGHTING PLAN IG 03.21.94 i 21- 03 -1E14 1E14 LIGHTING PLAN °RIG 03.21.94 • 21- 03 -1E15 1E15 LIGHTING PLAN 0010 �ORIG' 03.21.94 03.21.94 • 21- 03 -1E62 1E62 , 208Y 120 VOLT POWER • 21- 03 -1E63 1E63 208Y 120 VOLT POWER ORIG 03.21.94 • 21- 03 -1E64 1E64 ` 208Y 120 VOLT POWER 'ORIG 03.21.94 • 21- 03 -1E65 1E65 208Y 120 VOLT POWER ORIG 03.21.94 • 21- 034500 E500 DETAILS A 03.21.94 • 21 -03-E501 E591 .DETAILS ORIG 03.21.94 . - ORIGM. ISSUE FOR CONSTRUCTION OR FOR PERMIT DIVEM IIIMSION - SEE SPE= OWING FOR OF RPM 11! pl► 0/ 114 NAR 2 4 114 Thws D.C. ti EXISTING EXIT ri 11 I1 11 11 1 11 11 1.111 1111 1111 1111 11u 1]11 Il 11 11 111 AS 11 11 11 11 11 1.1 11 1.1 11 1.1 11 11 n 11 1.1 11 1.1 1.1 111 2. ANCHOR END FRAME BASE PLA S ON TO CONCRETE FLOOR WITH EACH (2 -1 /Yr HILTI WRH MINIMUM 3 las EEMBEDMENT. ANCHORS 3. INSTALL RIGID ROW SPACERS WHERE PALLET RACKS ARE INSTALLED BACK TO BACK. PROVIDE TWO SPACERS PER END FRAME; ONE • TOP SHELF LEVEL AND ONE AT BOTTOM SHELF. 5. PROVIDE OPEN SHELVING OF WIRE MESH TYPE GRATING OR WOOD SLATS. WHEN USING WOOD SLATS, SPACE THEM TWICE THE WIDTH OF SLATS. 4 EXISTING EXIT EXISTING EXIT rrr'rr- r 0-Wilit rt. r - EXISTING EXIT minim Le _. Iffimmim 111:11 KEY PLAN ota PARTIAL FLOOR PLAN r ACCEPTABILITY MATCH LINE — FOR CONTI a, TION SEE SHEET — 1A11 4111ffailinaa•►rarea__ - ►a was _raINIS iIIIIIPSAIW411111/1111111•rar a rIIIMESIMPANIVIS ►a"/—i ranIMPrriarall.�—rn—�At • LEA', P'OR WOO SYMBOLS Kg SHEET 01, GENERAL NOTES: 1, FOR GENERAL NOTES SEE SHEET G1. REMOVAL NOTES: REMOVE 40 SECTIONS OF PALLET RACKS BETWEEN GRIDS H -M /4 -6 NOT IN THIS CONTRACT N 0 TI U TI I N L H ET PARTIAL FLOOR PLAN REM OVALI 1 °" A KEY PLAN MAR 2 4 1994 Sr a 6' 4' 0 4' 5' SCALE: or -1'- FS EITI S DEPn 1,4:i,i , rrirarti f.x., b fe't � ' PARTIAL FLOOR PLAN BUILDING 21 -03 ARCHf1ECTUM. MASTER COL 14- N/1 -4.5 REMOVAL NOTES; � 1A10 I'A11 1A16 1A14 1Al2 1A17 1AiS - .rrr o t 'REMOVAL' 8 7 6 13q9-01a1 PARTIAL FLOOR PLAN SCALE: 1/6'- 1' -0' LEGEND., FOR LEGEND SWIMS SEE SHEET 01. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. REMOVAL NOTES: annA MAR 2 4 1994 ..1n GS 6' 4' REMOVE 40 SECTIONS OF PALLET RACKS BETWEEN GRIDS 14- 11/4 -6. REMOVE 12' GATE AND SAVE FOR REUSE. • EXISTING GATE TO BE CHANGED TO SWING IN OPPOSITE DIRECTION. • REMOVE SHOP FENCING AND SAVE FOR REUSE. REMOVE 3' GATE WITH AUDIBLE ALARM AND SAVE FOR REUSE. KEY PLAN 10' SCALE: 1 NIC San FACILITIES DEPARTMENT 2141 ACCEPTABILITY OWN MPS MO /7itrral • kk � T PARTIAL FLOOR PLAN 617111111141"Ci "� �.Y� . a1� - 1tY BUILDING 21-03 McHITECTUPAL MAIM COL H- N/4.641 Is ISMS • • Si at •.. Y �1 00' -Oi 601-0 W-o• 3Q.4 133' -5 7/1f +� 210' -0' In C ewer e Ca w D D 4 $ D 1 - 1 r v) Lai r cn 1 . i IUA1 U � ' I D * D o let II II D - i - , co Sr 2 w n-- -t -..w w w■ . w -��.� MATCH LINE - FOR CONTINUATION SEE SHEET - 1A15 13q9-01a1 PARTIAL FLOOR PLAN SCALE: 1/6'- 1' -0' LEGEND., FOR LEGEND SWIMS SEE SHEET 01. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. REMOVAL NOTES: annA MAR 2 4 1994 ..1n GS 6' 4' REMOVE 40 SECTIONS OF PALLET RACKS BETWEEN GRIDS 14- 11/4 -6. REMOVE 12' GATE AND SAVE FOR REUSE. • EXISTING GATE TO BE CHANGED TO SWING IN OPPOSITE DIRECTION. • REMOVE SHOP FENCING AND SAVE FOR REUSE. REMOVE 3' GATE WITH AUDIBLE ALARM AND SAVE FOR REUSE. KEY PLAN 10' SCALE: 1 NIC San FACILITIES DEPARTMENT 2141 ACCEPTABILITY OWN MPS MO /7itrral • kk � T PARTIAL FLOOR PLAN 617111111141"Ci "� �.Y� . a1� - 1tY BUILDING 21-03 McHITECTUPAL MAIM COL H- N/4.641 Is ISMS • • Si at •.. IREMOVALj 8 13clii-so al PARTIAL FLOOR PLAN SCALE: 1/6'= 1' -0' O aeu MAR 2 4 1994 Parr CIMIR LEf ND :, FOR LEGEND 3ri110L1 WE SHEET 01. GENERAL NOTES;, 1. FOR GENERAL NOTES SEE SHEET 01. REMOVAL NOTES: L' REMOVE SHOP FENCE AND SAVE FOR REUSE. • G UN ISM °N gu�1A�N KEY PLAN 8' 4' 0 16' SCALE: 1 /E' FA ES PARTM DE NT ACCEPTA91LrTY oari s�e ewe w NFL gr 74r (4.. bora'r r1 MARTIAL FLOOR PLAN BUILDING 21 003 ARCHITECTURAL MASTER Ca 14- 11/4.5-11 P.C. w , Cr --- -4- 21a -O* MATCH LINE — FOR CONTINUATION SEE SHEET — 1A14 _ a__ 1 4 4 es I es r' pt ; a . a 1 1 1 r cn cn / 7 1 • L 26'-8 3/8' J t r z o cc z I= z 0 0 UAl -, 1 r // ADO ° i w .: /CONTRACT C . s t :: . I / 0 NOT IN THIS . _, 0 Q er 0 _ _ .• t tAtr � 1 Yr Atalr _AI 1 / [ (� s A _A_ i 1 I A/ _ 13clii-so al PARTIAL FLOOR PLAN SCALE: 1/6'= 1' -0' O aeu MAR 2 4 1994 Parr CIMIR LEf ND :, FOR LEGEND 3ri110L1 WE SHEET 01. GENERAL NOTES;, 1. FOR GENERAL NOTES SEE SHEET 01. REMOVAL NOTES: L' REMOVE SHOP FENCE AND SAVE FOR REUSE. • G UN ISM °N gu�1A�N KEY PLAN 8' 4' 0 16' SCALE: 1 /E' FA ES PARTM DE NT ACCEPTA91LrTY oari s�e ewe w NFL gr 74r (4.. bora'r r1 MARTIAL FLOOR PLAN BUILDING 21 003 ARCHITECTURAL MASTER Ca 14- 11/4.5-11 P.C.