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HomeMy WebLinkAboutPermit B94-0103 - BOEING #21-05 - STORAGE RACKSCity ofTakwild Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 (206) 431 -3670 RACK STORAGE PERMIT Permit No: B94 -0103 Type: B -RACK Category: Address: 3417 S 120 PL Location: PHASE C Parcel #: 102304 -9069 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML Status: ISSUED Issued: 03/26/1994 Expires: 09/22/1994 Suite: TENANT BOEING #21 -05 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ***************************,**************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Permit Description: INSTAL PALLET RACKS OR CANTILEVER RACKS. Rack Storage D;i'mensions - Linear Feet 120 Height 10.0 .0 .0 .0 .0 .0 UBC Edition: 1991 Valuation: 5,000.00 r****************************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Total Permit Fee: 1,200 16.50 as-- qq. 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 buil hg per..rp t. Signature: Date ,/41' Print Name: 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 ...rnunity Development — Permit CenLo,.. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER • 1.1 PROJECT NAME 60-6.n3 fat -o5 SITE ADDRESS 31—W) 5 as p 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_ A BUILDING - initial review ,IM FIRE DATE ;IN 3-( to - 9y a, ckt{ O PLANNING PPROVED «, (44 ROUTED 3/0(9 INIT: �SriC INIT: REQUIREMENT CONSULTANT: Date Sent - COMMENT: Date Approved - FIRE PROTECTION: Sp inklers • Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? (lYes ( No MINIMUM SETBACKS: N- S- E- w- O PUBLIC WORKS UTILITY PERMITS REQUIRED? (] Yes (j N INIT: PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review BUILDING OFFICIAL INIT _ INIT: INIT: REVIEW COMPLETED TYPE OF CONSTRUCTION: (RA c,c) CERT. OF OCCUPANCY? °Yes gNo UBC EDITION (year): AMOUNT OWING: CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDIIa PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BURKS JOB ti 147008 -00 PHASE c. PLAN CHECK NUMBER (13914- on3 APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE —J. 00 _INSTALL BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIUPI ANFS PLAN CHECK FEE SQUARE FOOTAGE - Building: 209,406 Tenant Space: Area of Construction: 500 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? C No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Xi Sprinklers g Automatic Fire Alarm System ADDRESS BUILDING SURCHARGE 4 . jo SEATTLE, WA. WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML OTHER: -1995 ARCHITECT ADDRESS TOTAL - j (b , 5n SITE ADDRESS SUITE # 3417 SO 120TH PL BLDG. 021 -05 VALUE OF CONSTRUCTION - $ 5,000 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT # 102304 -9069 (commercial) U Demolition (building) 0 Other TYPE OF U New Building 0 Addition • Tenant Improvement WORK: a Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: — PALLET RALKS OR CANTILEVEP. RACKS _INSTALL BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIUPI ANFS WILL THERE BE A CHANGE IN USt? I No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 209,406 Tenant Space: Area of Construction: 500 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? C No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Xi Sprinklers g Automatic Fire Alarm System PROPERTY OWNER BOE INu DEFENSE AND SPACE GROUP PHONE SIGNATURE . ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE WA. ZIP 98124 -2207 CONTRACTOR SAME PHONE PHONE CITY/ZIP PHONE ADDRESS ADDRESS PO BOX 3707 ZIP SEATTLE, WA. WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE IAN 01 PHONE -1995 ARCHITECT ADDRESS ZIP • 1 HEREBY •CERTIFY:THAT:: 1;: HAVE :.R.EAD.. AND:::. EXAMINED: THIS APPLICATON. AND KNOW THE SAMETO .BE TRUE AND CORRECT, AND AM:;AU.T.HORIZ _' TO APPLY FOR THIS PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE . /�/ -- / DATE MARCH 15,1994 PRINT NAME TERRY PHONE CITY/ZIP PHONE 544 -2975 98124 -2207 544 -2975 ADDRESS PO BOX 3707 M/S 46 -87 SEATTLE, WA. CONTACT PERSON TERRY BENNETT 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 q-f(0 -9q 10122/93 COMMERCIAL SU6MITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building permit application (one for each structure) r-i Assessor Account Number Two sets (2) of the following: Specifications Structural calculations stamped by a Washington State licensed engineer 1 Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect I 1 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 Completed utility permit application (one for entire project) (� I i Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE Completed building permit application LI Assessor Account Number Two (2) sets of plans, which include: 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, ais►es.and exits. NOTE: Include dimensions of racks (height width and length), aisles and exit ways on plan. 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) Li Assessor Account Number Two (2) sets of construction . plans, which include: ri Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (0 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. • New walls, existing wall, and walls to be demolished. Construction details . Cross sections showing wall construction and method of attachment for floor and ceiling. n Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work Is to be done, submit separate utility permit application and plans. LJ 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 Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required NEW SINGLE - FAMILY DWELUNGS /ADDITIONS Li Completed building perrnit application (one for each structure) Legal description [—] 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 RESIDENTIAL. REMODELS Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan " • Roof plan • Building elevations (ail views) . Building cross- section • Structural framing pians Completed utility permit application LJ 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. NOTE: If any utility is to be done provide utility permit application REROOFS building permit application (one for each structure) Assessor Account Number n.Narrative describing existing roof, material being removed, and material being installed NOTE: A cenification letter is required prior to final inspection and sign -off of the permit * * ** * **h* * *h *k* ****** k*********/**h *** *kk * ** *k * ** *k•k *:1 *•k * * * *kh* CITY OF TUKWILA? WA TRANSMIT ********** k* k*** k******• k********* ik* * * * * * ** *k* * *•.1 * ** ** * ** * * * * ** *k TRANSMIT Number: .94000355 Amount: 16.50 03/26/94 O€3:48 Permit No B94-0103 Type: B-RACK RACK STORAGi3 /2j14IT Parcel No 102304-9069 Site Address: 3417 6 120 PL Location: PHASE C Payment Method: CASH Notation: BOEING Init: SLB *•k **.t, A* ** * *** * * *•• air*•***•**•*******•*•*** ** * * * *,n * * * ** * **** * *** * *•n * ** ** Account Code 000/320 . 100 000/3f36.904 Description BUILDING - NC'NRES STATE BUILDING SURCHARGE Total (Phis Payment): Total Fees: Total Ail Payments: Balance: 16.50 16.50 .00 Paid 12.00 4.50 16.50 GENERA GENERA TOTAL CASH CHANGE 0485A000 12.00 4.50 16.50 30.50. 4.00 16 :36 CITY OF TUKWILA Address: 3417 S 120 PL Permit No: B94-0103 Suite: Tenant: BOEING #21-05 Status: ISSUED Type: 6-RACK Applied: 03/16/1994 Parcel 4 : 102304-9069 Issued: 03/26/1994 ************************k**k*********k****k********k*k**k**kk**k****k**kikkk Permit Conditions: 1 . No changes wi 11 be made ,to.1:he4j,1*niu7nle, approved by the Architect and the Tu44.001.1+1-dTiig-Di v+sl_Pn*, 2. All permits, inspe01*' recpr4, and approV-e&AWns shall be maintained avalA0At the,1 job, si*prior4 to theN4art of any constrUc7MiT Thee.eCuitienW b,,■,,e to Wril„aintaMecl available (dl . final approval 4g'r-a,9ped 4 ; 3. Al 1 constr4stioQ, w*t.„<iippro4cli plans an,xf4i)eq91 repOts, pf° the oiril i form' But r01,pg gto .rc, 1 99,1 Edition) amended by the Wash/410pm State 14 n0 g, 4. Va 1 idi Teyllof 'The. itt * a perm i t eTtlarOa 1 `,, p 1 anWipepif icatt6ns an44.8aputatiOrfs shall notpe'citm strua‹,i.o4:01 a permit for, o4n,a'O'provai of, any violation of ahAlof,,01b, provisions of this code or of any other,'- ordth,ence of the juri strfct104 No ormi t presuming 'xr:)-i/e authority or violate,or-cancel.\ the ,,OroVlsions of thi code ° shall be vat i l'31i •.* .; .1 • 5 A •::;) e ' • ti ,r,zy. ,..,,;,, t,r. ..:',. ,, 4' ''''.. '4, 'i,i , 11,.1' ',,:, 'i '42 t ' ikif E.. ,;e. ,r ,, •:.;..'.';,;:•:•:'.':'''' ' ;/ '''r-L.7.::::::''''''4,,r,'c,....:';:•;;:'''' ,...,. ," ''' •p, -...,,,-,,, i, J691/- ■011,/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .,,,.�w••(2O6 - 670 - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION •r.:...• 4 mil *02 Y ypeo ns .,j;•d '..r \ • l' � z P II: . : .__ - -, •. . -- -- Special Instruct ns: Date Wanted: d -- i;--G% I `i am. p.m. Requester. _ F 17,/ Vi 9q 3 7. ?6 . Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: ?2__... ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ... _ .,....:c.4_. 4... t: APIP! P. City of Tukwila Fire Department Project Name ,7,77.77,7,77,1717, „ John W. Rants, Mayor TURW/LA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No..icl" c7/03 Address Suite # Retain current inspection schedule Needs shift inspection XApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 0-114 PA 572— Authorized Signature E? /x2 47/ FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Roo (206) 5754439 C/1 I OF T� TUKWILA PHA-SE \C. RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL / ZO � � 2ac�'� x c� 1 = GRAND TOTAL RECEIVED CITY OF TUKWILA MAR 1 6 '1994 PERMIT CENTER 0 tt 1/2" DIA A. BOLT W/ 2 1/4" MIN. EMBED. X in O -J La- i 1 0, O 1/2" DIA A. BOLT W/ 2 1/4" MIN. EMBED. 4 a 00 J W C.) z w a_ 0 N W V) SCALE: N:T.S ANCHOR RACK TO FLOOR AT EVERY BASE AS SHOWN IN DETAIL A. y. IL INSTALL LOAD LIMIT SIGNS " MAXIMUM LOAD 1000 LBS PER ARM." SEE ARCHITECTURAL DWGS. FOR LOCATION OF RACK. [V ►'7 si' vt 1 0) m N 10' U w J H z U to 4 N BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER air. 103. STRUCTURAL CALCULATIONS FOR CANTILEVER RACK INSTALLATION JOB #147008 RELOCATE BLANKET 'SHOP' FEBRUARY 23, 1994. JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL 1•i/i..vL: . MCKINNE CITY OF TUI(WILP APPROVED M,R 2 5 199+ BUILDING DIVISION - RECEIVED CITY OF TUKWILA MAR 1 6 1994 PERMIT CENTER ree C7gLc-s . D � IUL �' z32 /99z gelR- (c'L z. S ES c, C P9-74 7 C-1/C-"4. P,1c,C, 77/5- C t 77L6 -ve ,o e. 7 ?S 1013 vv ' /1 0l' /!Y 77 - ,54-74 6- M4N//6-'22 4/IJ 77-e 54-F5-7-y ,9tc r X_ 4/3 r- © V T '-/wh/5 /S 1/6)7 >45- to 4G, Q Fo 4,7zr ONLY P,2� 11e7\'r 5//56 = GZ.O�� 2"0 IL/1 w/ /40 't ps �. e (/.SG (z.) r "0 ,4, $oc., T W/ 2 kei.11 MIT 51-4 Sv.D , l epiG44 END( /TICS 5/ \ /c7 /Ale -C- z ENGR. J aiRkS. 21Z3 REVISED DATE 14700 et gE ' h T /L,N icr, 5! }c PI CK APR APR n / 1 CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS JOB # DATE 147008 2/23/94 INPUT ARM ARM LL = ARM DL = FY arm = L arm = IMPACT = L fact = 1000 (lb) 50 (lb) 42 (ksi) 18 (in) 10 ( %) 0.67 INPUT COLUMN ## ARMS = 2 DL col = 300 (lb) Fy col = 42 (ksi) height = 120 (in) base wd = 44 (in) wd /col = 32 (in) »TRY...TYBF,rC.��.., . UPRIGHT a Ae = Sx = Sy = 3.76 (in "2) 7.08 (in"3) 4.29 (in "3) L.CP P CPSI - I C 1 LAVER \Al I LOA n or.JL.'r" 1 5 f C'( 7'77 -1 L Got Ivi5e 15 rx = ry = Klong = Ktrans = 2.74 (in) 1.51 (in) 1.00 2.00 INPUT DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = 2.75 W = 1.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 0.31 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 2 106 0.55 58.30 0.66 0.21 22.02 1 54 0.55 29.70 0.34 0.11 5.71 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 1.10 88.00 1.00 0.31 ARM DESIGN M = 13.65 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 0.54 (inA3) Sx = 1.88 (INA3) Mn = Ma = (M /Fy *1.67) 78.91 (k -in) (Mn= Sx *Fy) 47.25 (k -in) (Ma= Mn /1.67) 'i1K.T$. ;Md1 +11:.; ;;;OK ..4 CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn = Pn = SF = Pa = 37.31 (ksi) 30.18 (ksi) 113.47 (k) 1.84 61.51 (k) CHECK BENDING IN COLUMN (Fe = pi"2 *E /(K1 /r)A2) (Fn = Fy(1- Fy /4Fe))FN =FE IF FE <FY /2 (Pn = Fn *Ae) (5/3 +3 /8 *(Fy /2Fe)A.5- 1 /8(Fy /2Fe)A.3 (Pa = Pn /SF) 297.36 (k -in) (Mn= Fy /Sx) Ma = 178.06 (k-in) (Ma=Mn/1.67) CHECK COMBINED STRESS (DL+LL) P = 2.30 (k) M = 27.30 (k-in) VP's...WM/Ma = ' 0.19 OK CHECK COMBINED STRESS (DL+LL+SEIS) .=1.33 Mseis = Md+1 = M = P = pLC 27.73 (k-in) 27.30 (k-in) 55.03 (k-in) 2.30 (k) DETERMINE OVERTURNING Movt = 27.73 (k-in) Mres = 46.40 (k-in) Ra = 0.42 ( k) Rb ':46 • (k). DETERMINE OVERTURNING ,TOP SHELF LOAD ONLY • Movt = • • Mres = SFovt = Ra = Rb = 13.99 (k-in) 28.00 (k-in) 2.00 0.32 (k) 0.78 (k) CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS JOB # 147008 DATE 2/23/94 INPUT ARM ARM LL = ARM DL = FY arm = L arm = ' IMPACT = L fact = 1000 (lb) 50 (lb) 42 (ksi) 18 (in) 10 (%) 0.67 INPUT COLUMN # ARMS = 2 DL col = 300 (lb) Fy col = 42 (ksi) height = 120 (in) base wd = 44 (in) wd /col = 32 (in) TRY:TYPE '� C t- UPRIGHT Ae = 3.76 (in"2) Sx = 7.08 (in "3) Sy = 4.29 (in "3) �C) /.`f p C fi SC # c (\rf / EVE g P F rx = ry = Klong = Ktrans = 2.74 (in) 1.51 (in) 1.00 2.00 INPUT DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = 2.75 W = 1.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 0.31 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 2 106 0.55 58.30 0.66 0.21 22.02 1 54 0.55 29.70 0.34 0.11 5.71 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 1.10 88.00 1.00 0.31 .27:73 63) CJ-, 4( ARM DESIGN M = 13.65 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 0.54 (in "3) (M /Fy *1.67) TRY TYPE 'A :�,• aa*t . Sr.. T.\ ti• Sx = 1.88 (IN"3) Mn = 78.91 (k -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn /1.67) MAlgO7Mdl lI4WK > USE :'I>YPE . :.A. CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn = Pn = SF = Pa = 37.31 (ksi) 30.18 (ksi) 113.47 (k) 1.84 61.51 (k) CHECK BENDING IN COLUMN (Fe = pi "2 *E /(K1 /r) "2) (Fn = Fy(1- Fy /4Fe))FN =FE IF FE <FY /2 (Pn = Fn *Ae) (5/3 +3 /8 *(Fy /2Fe) ".5- 1 /8(Fy /2Fe)A.3 (Pa = Pn /SF) Mn = 297.36 (k -in) (Mn =Fy /Sx) Ma = 178.06 (k -in) (Ma= Mn/1.67) CHECK COMBINED STRESS (DL +LL) P = M = USE °.0 ...j 2.30 (k) C2-) *1G 0 14 -/N _ -0.19 OK f CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = Md +1 = M = h5l���G' 27.73 (k- in)(2) Kr7 ,e1.65 w. IN P = 2.30 (k) (?.) A. w `p /P+ M /Ma k ?'0.:35 OK et. , 4. iUSE�;C,:;a (P 1,5- , 5- I i 7 , K; DETERMINE OVERTURNING Movt = 27.73 (k -in) Mres = 46.40 (k -in) Ra = 0.42 (k) Rb ..R `i.!..�i1.1;c1.;4�,8.: k(k) +w DETERMINE OVERTURNING TOP SHELF LOAD ONLY Movt = 13.99 (k -in) Mres = 28.00 (k -in) Ra = Rb = 0.32 (k) 0.78 (k) BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -04 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK INSTALLATION JOB # 127017 -03 JULY 23, 1992 JON R.BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL G G. MCKINNEI ' .1.C- J. CARRIe' EXPIRES 12111 ; G15 Tars F , t/ Ys is P T E R V I A/_s THE sigvC.-r(1,A L A pE Q vA.c. oF !v1 E T, L 7CG t-1. FOUR L s E S w —I 2 S//\/7 �5 /?t-R-- Mr Go" C 7Ttrc !, 7 p0 v$ L6 I�t Lipp r! (1-7/, /3 , a DD V s L 5. I r /t./1 G " 12 l N F/ v ,e,4- y-1vNS wE- h4L`(e5 !�, 7715 woRs-r o of U GH C sE -THE 4,..c)741-7) C lers E ` o,Rs -r it/P- /V 4 N 7 it-tE Al7Vcfricr O to c ,v T s i 7 l ivG" ENGR. J, Suggs REVISED DATE CA-NT 1 L E vE R FR A Cog 1270 17 -- p I /4 / CHECK APR AP Azegezivia PETCRM / S ta4" F A . gc,_7-5 WORST c...1=2 SE BARI 15 (-7-7-14C ME NT 74.1 7) t 4 01/-r 1.S-4 , 27 /v1 res !0 /s3 g " - ( ". 7 " 0,5Gic v= 1,114 2— "-T-R / =_-. Isoo 11> 1/ R/ic-K C?„ A. 7". I/2" EtvZ v c- Oc70 15 I" 0, L. 4-7- • w t / ENG. •s) , Ec4ac.72 7/2.2. REVISED DATE CHECK APR APR As r krzezva MA+TEP /A t- To BE CDR ERE� L S /N&tE R/ K (rr H ,7, 4 8) Fs- CA VS 2IG - 48G (/ lG,#7 , sC 18'H CAv5 2/G -GoG (11,lCtFI-T SfsE 16't1 IX JSLE 7 f C/ iz 13 CA UU 2.16 -- 4 f UPR I v,HHT ' a sE. 15'1-1 c4U 21G -- GOH vPe 1 &f+T 4 BASE 16'b4 CA Go A GO // CA 48 A 48/' ©, lZ . RAGE c74,H5 - 4a -S" 14DRI ` , BRACE_ CA - C c GO" Hole/ ? SR4Cc CI4 X g 2 G — 4 8 D X- sR SE-7- 48x2/6 CAK S 21G -- 9G E) )C- BRACE se?" COK2 -1 ENGR. J , 5ve 7' 2 REVISED DATE 3 CHECK AIR AIR ®lYEZAW DI 5007 2070 ORIG. 6/73 JI4.047 18' (216.0 ")4 �a-12--4 BAY 1 C.ANTLEVER RACKS �j KEY A 1-12 B 1-12 D 1--9 5 P'jA/ 1 1 ,� r secno F 1S • SI aciLE) EACH CANTILEVER ARM 1S.5.0" WIDE SPACING DOES NOT INCULDE ARM WIDTH 1 1731/1 I _I 19.0" I or 150 h li9.0" .......t......— . 19.0" 10 4 19.0" 8f" 58 19.0" � 1 19.0" i 1 it r 19.0" 19.0" 12.0" r f t �j KEY A 1-12 B 1-12 D 1--9 5 P'jA/ 1 1 ,� r secno F 1S • SI aciLE) EACH CANTILEVER ARM 1S.5.0" WIDE SPACING DOES NOT INCULDE ARM WIDTH CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS JOB # 127017 -03 DATE 7/21/92 INPUT ARM ARM LL = ARM DL = FY arm = L arm = IMPACT = L fact = 1000 (lb) 50 (lb) 42 (ksi) 60 (in) 10 ( %) 0.67 INPUT COLUMN # ARMS = 8 DL col = 300 (lb) Fy col = 42 (ksi) height = 216 (in) base wd = 72 (in) wd /col = 60 (in) TRY TYPE G UPRIGHT Ae = 6.97 (in-2) Sx = 16.92 (in-3) Sy = 8.36 (in-3) 5 rx = ry = Klong = Ktrans = 3.99 (in) 1.55 (in) 1.00 2.00 INPUT DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = 2.75 W = 6.70 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 1.11 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 8 196 0.84 164.15 0.21 0.23 45.96 7 173 0.84 144.89 0.19 0.21 35.81 6 150 0.84 125.63 0.16 0.18 26.92 5 127 0.84 106.36 0.14 0.15 19.30 4 104 0.84 87.10 0.11 0.12 12.94 3 81 0.84 67.84 0.09 0.10 7.85 2 58 0.84 48.58 0.06 0.07 4.02 1 35 0.84 29.31 0.04 0.04 1.47 0 0 0.00 0.00 0.00 0.00 0.00 O 0 0.00 0.00 0.00 0.00 0.00 O 0 0.00 0.00 0.00 0.00 0.00 O 0 0.00 0.00 0.00 0.00 0.00 O 0 0.00 0.00 0.00 0.00 0.00 0 6.70 773.85 1.00 1.11 154.27 ARM DESIGN M = 45.50 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 1.81 (in-3) (M /Fy *1.67) TRY TYPE A ARM Sx = 1.88 (IN"3) Mn = 78.91 (k -in) (Mn =Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn /1.67) Ma > Md1 +11 OK USE TYPE A CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn = Pn = SF = Pa - 14.73 (ksi) 12.05 (ksi) 83.97 (k) 1.97 42.54 (k) CHECK BENDING IN COLUMN (Fe = pi"2 *E /(Kl /r)"2) (Fn = Fy(1- Fy /4Fe)) (Pn = Fn*Ae) (5/3 +3 /8 *(Fy /2Fe)".5- 1 /8(Fy /2Fe) ".3 (Pa = Pn /SF) Mn Ma 710.48 (k -in) (Mn= Fy /Sx) 425.44 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) P = M = 9.20 (k) 252.00 (k -in) P /Pa + M /Ma = USE G 0.81 OK. CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = Md +1 = M = P = 154.27 (k -in) 252.00 (k -in) 406.27 (k -in) 9.20 (k) P /Pa + M /Ma = 1.17 OK ' USE G DETERMINE OVERTURNING Movt = Mres = SFovt = 154.27 (k -in) 210.00 (k -in) 1.36 Ra = ,Rb = 0.77 (k) 5.93 (k) DETERMINE OVERTURNING TOP SHELF LOAD ONLY Movt = Mres = SFovt = Ra = Rb = 25.87 (k-in) 42.00 (k-in) 1.62 0.22 (k) 0.88 (k) City oi "Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #894 -0103 (512) John W. Rants, Mayor March 23, 1994 Re: Boeing Company Building #21 -05 - 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. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) 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)) City ® Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 2. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) 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. 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, SICS/2 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/18/94 Activity document routing maintenance. Permit No: B94 -0103 Tenant: OB,ING�. �] AS Status: PENDING Address. 4'i P 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 03/16/94 03/18/94 03/18/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1 [RACKS EXITS, 0 K w W 3 [.FIRErjPLEASE :REVIEW`: AND `COMMENT 5 [ 1 ;,..$...BY" KEN 6[ 7[ RACK STORAGE PERMIT 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. r DETACH TO DISPLAY CERTIFICATE -3 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A Cf7NST CONT 'GENERAL. " • REGISTRATION NUMBER • • EXPIRATIQN DATE • •1)1 .BOEINC *291ThL.• EFFECTIVE DATE 01/01/95 07/1.3/71 IBOEING COMPANY, THE P • 0 BOX 3707 MAIL. STOP 1F -09 • SEATTLE WA 981242207 STATE OF WASHINGTON t. DETACH TO DISPLAY CFRTIFICATF J ' F625.052.000 (3.921 . r+;yti 11� tsts�z,r.;;jd BE ON SITE DURING CONSTRUCTION. ` DO NOT PROCEED APED `'BY CITY OF TUKWILA MUST CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND ST WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFI' FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS, REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORD. Exit INSTALL 7' 'HIGH SHOP FENCING, STORAGE RACKS, ELECTRICAL & MECHANICAL IMPROVEMENTS FOR THE INSTALLIIION OF THE BLANKET SHOP FILE COPY nderStritt at the Plan Check a subject to el•rorsand omiss+ plans dnea not atlthoriZe the viol adopted code' or grdinince. ft tutor' -! copy of a roved" ►1a' sac. EAT,MARGiNAL;WA► CORPORATE PARK NO SCALE MI THESE DRAWINGS CONFORM TO THE 1991 U.B.C., 'U,F.C., U.P.C., AND THE 1 §O BARRIER FREE; CObE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITYOF TUKWILA ZONING. FLOOR PLAN SHOWING EXITING .. . • COMPLETE 'BUILDING SYSTEM, BOORS, CORRIDORS AND PASSAGEWAYS. IS ENGINEERING CALCULATIONS ( IF 'APPLICABLE ) O R OMS LAB LED PER OCCUPANCY PER U: C. TABLE 33-A. O E O BUILDING FLOOR E OOP' NUMBER SON PRINT FOR AREA OF CONSTRUCTION.: NUMBER OF PRINTS REQUIRED FUR PERMIT PACKAGE: C] . 1. GENERAL. PERMIT (SHELL ` & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWING'S WITH UTILITIES 2 SETS SOILS ILS REPORTS STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOCRAP`tIICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS O 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS C.7 3 MECHANICAL, 2 COMF'LE IE SETS p 4 FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS OCGIJPANCY CROUP — FLOOR AREA (ACTUAL) STORIES: X91 UBC -- 'KING 'COUNTY/1040A. WASHHNOTON `STATE ENERGY CODE WASHINGTON :STATE BARRIER `FEE CODE •ADDITIONS PER CITY OF 'TUKWILA 8-2 OFFICE /WAREHOUSE, NO CHANGE IN OCCUPANCY CIS. V `il *th APp'R0'3 .2.51994 I�. � Dl�ti�a MS1t FIRE PROTECTIONS SEISMIC ZONE -- IRE -. ZONE -=- 3 PARKING PROVIDED ----- /39 PARKING REQUIRED 725 FULLY AUTOMATIC, WET PIPE 'THROUGHOUT 3 RWotiVeb CITY OF111KWILA MAR 1 6.1994 • '`NOT'E: MECHANICAL AND ELECTRICAL PERMI,S ARE TO E'SUBMITTED SEPARATLY FROM TNIS:PACKAGE: APS+rcOVtb RtvisQN A1440011) DATE ACCEPTABILITY' mis OCSIGJ AND/OR SPECIFiCATION IS APPROVED 13RA*/ BY A. $HAPIRO Cr4ECRCO EMGR. A. SAP H 1RO cItCKED Sulrfira o3 /oS1 L *G. 21—'05.1 "'I I ;•] r I ;i:j' 1 1 1 1 1 1 I J I : � I ' I I ► I f 1 1 1 1 I I J 1 I I I J I J I Ili IL 1111,s,1111' 0 167HSINCH 1 2 4 5 G NOTE: If the microfilmed document is less clear than this notice, it is due ' to the' quality 'o£ the Original. document. Zz LZ at el, LA 91 91 471 C1 z1. tr OL IlUlfl�Illlllll ll j�l�sJ{t11�1!' dl[, tili fr. /.A try ..'�,�"!.✓'..� �'.�`.._r.<a �xs ;,» . , , ,: f..,r. <;.':!.. .lu.•,.: lu. 1f�sy' : ulIII1tiIIu �.. .. ..; .. , S'73• r l J 11 1� II LL! Hip I�{JI�IJI�IJi`IJI�{J�, 10 11• MAOEMOERMAM 12 s s 47 f e z W"Q 111.1[` !II {t11'141,1 I(III il` IT�ItIIir, i11I11IlIltint1I III1IIIIII1I {111111ii ►1I(1 e r: na�ewi;�e Aaa xnSd.:; wn,i . n:wi:+,v.. a,.sF.:ai1+Y.0 uwN Z' .iL�iicw�.�..�.m�•2.'5s�ta,+$,� wuwvW 'dµ::;.iwr+�5r,';rtwmhru4l, ac..:s:sxw,� . :::•gym. .i'w','n •1,1..•I. •Ig:. "UPANT LOAD ole X11 14rt TE 8 1 OCCUPANT APORO #tO, AGOPTAkitY ribs Destow AND /OR SPECtFtCATON IS APPROWD OATS S!1@TIiIX 03' 05 04 DATE ;r CHECKED C5 05” 94 APPROVED COL. CO I) PAIR j;•;;;... whr+': L t ? NOTE If the microfilmed document is less cleat' than this , • 1 notice, it is due to the quality of the original document. • OC 6Z ae LZ 9Z 9Z +iZ ' CZ ZZ tz p' 61 91 LI, 91 91 91 el Z1 a p[. 1. . 111.. 11 111�01u ..1., ...- v1, 1,: . -1r,0.....1r,. . •.:.. ..C.i1,,L./ . 'I r. fi. rir..t..• ' t.�f. 1 ., i? Iiiiilfi.r.i. i i?. }....Si: '1� �,. % fink .'r..u� ,. f t. ., i lt , ii?iI ili.:i.i..u.ce...,. r. t..... i , �li.Au .� (. ' ..... „✓i,.nu. v .eud1 .l_r. i .� �.,ie i .�, h . .. �i . .. },.M.. .� n .... : /l J � l l� � �1 I t �r y .1 �! , .. .. ... -.,. .. -... > , ,e. • Ir' ;JIflIffl is hi it ..f iss is�sli 1 �� l� i��isls i�► I�i E De 0 21P059 lei VICINITY MAP FROM DOWNTOWN SEATTLE uu I4-OR 99 EAST WONAL WAY CORPORATE PARK FROM SEATTLE- TACOMA AIRPORT 599 TUKWILA FROM KENT & AUBURN PROJECT SITE NO SCA DEVELOPMENTAL CENTER v700 C BD BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILLA. WASHINGTON 98108 AREA MAP ■ BLDG. 21 -05 ADDRESS 3417 SO. 120TH PLACE TUKWILLA, WA. (EAST MARGINAL WAY CORPORATE PARK) III 'll) II�II Il�b 13914-01030. E EAST MARGINAL WAY CORPORATE PARK BOE /Ans FACILITIES DEPARTMENT GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET Of DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK. PROJECT CHECKLIST CHECK BOX • BRIEF PROJECT NARRATIVE INSTALL 7' HIGH SHOP FENCING, STORAGE RACKS, ELECTRICAL & MECHANICAL IMPROVEMENTS FOR THE INSTALLITION OF THE BLANKET SHOP • THESE DRANANGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, 040 COMPLIANCE WITH CITY OF TUKWILA ZONING. • COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. • ENGINEERING CALCULATIONS ( IF APPLICABLE ) O ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. O BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS O 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS O 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ❑ AUBURN, WA. Q EVERETT, WA. ❑ KENT, WA. Q PORTLAND, OR. D RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACWAMUIT eta afoI • APPII t MAO DRAINING INDEX ttT DWG. No. SHEET TITLE SHOT DWG. No. SHEET TITLE Al ■ 21-05-Al TITLE A2 21 -05 -A2 EXISTING PLAN A3 21 -05 -A3 FENCE DETAILS .-r I _: „ -�__ -. r1 2 1_ WASS ~ 6r S. Cmit 0,LE co 1 ,. • r • the Pion In Dow 3 — 'JCL's ere u - • CODE SUMMARY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP FLOOR AREA (ACTUAL) STORIES: FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED M HP 1991 UBC KING COUNTY /TUKVALA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILLA B 2 OFFICE/WAREHOUSE, NO CHANGE IN OCCUPANCY CM OF TUKWILA APPROVED M . 25 e9I1 ING DIVISION BUILDING FOOTPRINT - 98,000 SF 1 FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 BU arragru w0.A MAR 1 6 1994 POPa? aIMAI NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATIY FROM THIS PACKAGE. TITLE SHEET S Ira Fat Al 9 -. 6 8 ONLY 4 r woo 1 1- .T.Z ".1R^) 111 1�el sin e eseee �m .w,�1' J LY1 so of 1.1 ; 11111111 1 1111111 11111111,111111 ■Pr• aro ma 1 111 111 1 , 11 111 B) MN ereIsis EXITING FLOOR PLAN SCALE: 1" a 301 LEGEND EXIT PATH DIRECTION OF EXIT 0 POINT OF EXIT FROM BUILDING 0® 0 0 0 0 0 0 -H 04004 tp 15 1 swie0103 KEY PLAN arittr " MAR 1 6 Mk n MR IOEIO FA DEPARTMENT p AUBURN, WA. p EVERETT, WA. p KENT, WA. p PORTLAND, OR. ❑ RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 nw 'a. M n AMMO ST ten. MR A. °�"in�o Otte �APIRo meat FIRST FLOOR COMPOSITE EXITING PLAN Swab ARCHITECTURAL MASTER Al 147005400 scie BLDG. 21 -05.1 CORP. PARK