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Home My WebLink AboutPermit B94-0104 - BOEING #21-05 - STORAGE RACKS�d o 7irzzlcwila: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0104 Type: B -RACK Category: Address: 3417 S 120 PL Location: PHASE D Parcel #: 102304 -9069 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML Status: ISSUED Issued: 03/30/1994 Expires: 09/26/1994 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.Q. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET OR CANTILEVER RACKS. Rack Storage Dimensions - Linear Feet x 120. UBC Edition: 1991 Valuation: 5,000.00 Height 10.0 . 0 . 0 .0 . 0 . 0 Total Permit Fee: Totals 1,200 1,200 16.50 *******,*************************'********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center 7..bd 7A0040 Authorized Signature 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 builij.ig -per Signature:_ �!L Date: 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 &../nunity Development -- Permit Cenie>, 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER .U-ol0Ll PROJECT NAME SITE ADDRESS 60-0 DS -n 5 (DO 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 BUILDING - initial review 3 DATE:: P....PROVEI (5)6/ ROUTED REQUIREMENT iMMENTS CONSULTANT: Date Sent - Date Approved - FIRE 7a INIT: - FIRE PROTECTION: ❑ Sprinklers ❑ Detectors N/A FIRE DEPT. LETTER DATED: - , /G 1j INSPECTOR: 5r/v O PLANNING ZONING: BAR/LAND USE CONDITIONS? ■ Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- O PUBLIC WORKS UTILITY PERMITS REQUIRED? Yes ■ No INIT: PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review BUILDING OFFICIAL TYPE OF CONSTRUCTION: INIT: "?.litd-Ci/(PA CERT. OF OCCUPANCY? °Yes 2 N UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: i w 5 0 CONTACTED - Y ' BY: init. //r• to 0 DATE NOTIFIED - - • ' 2nd, NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDIF.a PERMIT APPLICATION CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BURKS JOB 0147008-00 PHASE D PLAN CHECK NUMBER L-01OLI APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 0. 40 1,( Fi BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: A T RGai _ ANFS PLAN CHECK FEE BUILDING SURCHARGE SQUARE FOOTAGE - Building: 209,446 Tenant Space: OTHER: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE U No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: jg] Sprinklers j2l Automatic Fire Alarm TOTAL - j(n .rjtL_ SITE ADDRESS SUITE # 3417 SO 120TH PL BLDG. 21 -05 VALUE OF CONSTRUCTION - $ 5,000.00 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP_ ASSESSOR ACCOUNT# 102304 -9069 (commercial) LI Demolition (building) ❑ Other TYPE OF ❑ New Building 0 Addition U Tenant Improvement WORK: T Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: INSTALL PALLET OR CANTILEVER RACKING BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: A T RGai _ ANFS requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN user JNo ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: 209,446 Tenant Space: Area of Construction' ' 500 OR HAZARDOUS MATERIALS IN THE BUILDING? System WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE U No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: jg] Sprinklers j2l Automatic Fire Alarm PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS P.O. 130X 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98124 -2207 CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE I NC -294ML EXP. DATE JAN 01, 1995 PHONE ARCHITECT ADDRESS ZIP I HEREBY CERTIFY.THAT >•I ;iHAYE REAR AND EXAMINED THIS:A! :P1cAT10N AND KNOW ;THE SAMETO ...SE TRUE AND CORRECT;;AND,:I AM AUTHQRIZ, Tt�';APPLY FOR :7H15 PERAIII't' DATE MARCH 15,1994 PHONE 544 -2975 BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT CONTACT PERSON PRINT NAME TERRY BENNETT ADDRESS PO BOX 3707 M/S 46 -87 SEATTLE, WA. TERRY BENNETT CITY/ZIP 98124 -2207 PHONE 544 -2975 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 /1D-91'1 10!22193 COMMERCIAL SUidMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) LI Assessor Account Number Two sets (2) of the following: L7 Specifications Structural calculations stamped by a Washington State licensed engineer ri Soils report stamped by a Washington State licensed engineer. LJ Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect 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) Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE Completed building permit application 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, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. [7 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL r -� COMMERCIAL TENANT IMPROVEMENTS r--1 Completod building permit application (ono for each structure or tenant) i—I Assessor Account Number Two (2) sets of construction plans, which include: 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. • New 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 0 structural work is to be done (2 sets) NOTE: If any utility work is to ba done, submit 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 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 r1 Structural calculations stamped by a Washington State licensed engineer may be required NEW SINGLE - FAMILY DWELLINGS /ADDITIONS PICompletod building permit 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 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 it unique site conditions. RESIDENTIAL REMODELS Completed building permit application (one for each structure) ii Assessor Account Number I I 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 if any utility work is to be done provide utility permit application REROOFS n 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. �tT. ...tj. T' r .. ,. • * * * * * * * * * ** l * * * ** *4.1x* • lolls * ******0 *** *k** * ** fi **** ** ***** ***** **A ** CITY OF TUKWILA, WA TRANSMIT * * * ** * * * * * * * * ** ** * ** * ** * * ** ******* * * * *•s * * * ** * **** * * * * * * * * * ** *dc* TRANSMIT Number: 94000371 Amount: 16.30 03/301;':31 Permit Nu: B94-0104 Type: B.� -RACK RACK STORAGE F IT Parcel No: 102304-9069 Site Address: 3417 S 120 PL Location: PHASE D Payment Method: CASH Notation: BOEING In it: SLB ** *** *k* * * * *•** * * * * * *ir e******** * *k * * * * **r * ** * * * ** * * ** *k* ** * * ** *fir ** Account Code 000/322.100 000 /306.904 Description BUILDING :w NONRE6 STATE BUILDING SURCHARGE Total (This Payment) : Total Fees: Total All Payments: Balance: 16.50 16.50 .00 Paid 12.00 4.50 16.50 GENERA 16.50 TOTAL 16.50 CASH 20.00 CHANGE 3.50 0586A000 18:12 CITY OF TUKWILA Address: 3417 S 120 PL Suite: Tenant: BOEING #21 -05 Type: B -RACK k Parcel #: 102304 -9069 ***• k************* k** *** * * *•kk * * * * * ** *kk**** *•k ** ** Permit Conditions: 1. No changes will be mage.rt:n ...tti'e� p:l ans, ,unTess Architect and the Tukwt ula'- Building Divi`s`i''or1 2. All'`" permits, insp:e4yt,;fon recur =,ads, and approv .r, maintained avai l`able at the; �b� site prior; any construc,t;ion. Th`ese4i dobuinents' are, to b available ,OLt.il f-i na1'' +inspection approval 3. All constr uction toy be dones n- bonfo °r`mance r'tf plans and;- >,requir''ementsc of the s °;Uni;form Build Editiona;;�)4as amended by then Wash�i'ngt;on State 4. Validity 'of Perri i t ..`° The •,i;s.su,ance o f,,,a perm plans .��pecificat.;ions and com'putatFions shal strue.d..to' be a permit .for, or. an_...approva l o of 0'9,4°f—the '{ prov i s i on`s of t;lti:r's" code: or of ordinance ofd the .luris "di•ct-ion',.11 No permit p Permit No: B94 -0104 aut.hori ty or v.;l o l ate orr ,canc,e�1 'the, pr�o'v is i;o shall? be valid' ' Status: ISSUED Applied: 03/16/1994 Issued: 03/30/1994 k * *** * *•k ** *•k *•k k** * * ** * ** k ** ;approved by the eif °:0, 0p, shall be to the rt of e, a m a i n ta;i ri e d s. gran.ted wi tti'z.approve i; n g (;19 B'ui iding'`Code`�' it or aroval 1 not-,be con"' f, any'''v i ol,a,tion any other' resuming ,;to give ns of this code Q INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6) 431 -3670 •r.: ; ys•E h1C 1- OS ypeo ns.:.. Address: . Date Called: Special Instructions: Date Wanted; 5/... /� p m Requester. Phase No.: rk Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: l ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■ Recept Mo,: I Date: BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK INSTALLATION JOB #147008 RELOCAT ? KET SHOP F1l E COPY 6\ CA o‘u FEBRUARY 23, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL G. MCKINNEY RECEIVED CITY OR TUKWILA ts`l:AR 1 6 199 PERMIT CENTER i f�e C�` L ,ate? -i- � 0 L �' z /99Z gi5 t/ e- V4-E /c2u ' g-25 r ho .5)47 e : s C G- C eejiV TEC.61/ePt ,0, . 'T�7S 10.13 .,,v/Z1" 1,71/46r-e. .54/115. M, /A/ P 4i►a; bOVNp 7-O ,et. AVE OvsX-i ', 2 to 54577 c TOE- V6/2 7 2W/ 'vO f // l 7 >45- N � "Ich16'z $ o c.• ?s c /LY P,2EVe /r SG /9//,,; , l . "0 ,4', /-i-' yv// // e"/K -P S Se (0) s2 /10 A. got-7- 1i.// 2 %ii MIDI, eAc44 END, S-r ?- uc T?9 AL., Gi . /(7 // e- ENGR. j & jpgs 2 iZ 5 REVISED DATE 14700e, / �'�'' (� /� / /�-� EV�/C/ 1 ► S G! .(K 1 S i Iv p, CHECK APR A/R gr Ai I. .7/..0.4...- 01 5007 2070 OR14. 6/73 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) .1.17Pg.;:L't;i s;w, 'x: ;IIPRIGHT Ae = 3.76 (in''2 ) Sx = 7.08 (in"3) Sy = 4.29 (in"3) LORD CPS I tic,,; pRrf CP Iu1I LVEY \A/ /LOA n Or.JL'( 1 5 (C) L top1 iJr M D. t LA. rx = ry = Kiong = 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 = Sreq = 13.65 (k-in) (LL+IMP*LFACT*L+DL*L/2) 0.54 (inA3) (M/Fy*1.67) • - - . . - - , 1..TRY,:u-TYPE -A Sx = Mn = Ma = ..Md1+11 1.88 (INA3) 78.91 (k-in) (Mn=Sx*Fy) 47.25 (k-in) (Ma= Mn/1.67) CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn = Pn = SF = Pa = 37.31 (ksi) (Fe = piA2*E/(K1/r)A2) 30.18 (ksi) (Fn = Fy(1-Fy/4Fe))FN =FE IF FE<FY/2 113.47 (k) (Pn = Fn*Ae) 1.84 (5/3+3/8*(Fy/2Fe)A.5- 1/8(Fy/2Fe)A.3 61.51 (k) (Pa = Pn/SF) CHECK BENDING IN COLUMN Mn = 297.36 (k-in) (Mn=Fy/Sx) Ma = 178.06 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) P = M = •:P /Pa T - M /Ma 4'AJS E 2.30 (k) 27.30 (k -in) ,.. _. .. —0.19.0K CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = 27.73 (k -in) Md +1 = 27.30 (k -in) M = 55.03 (k -in) P = 2.30 (k) 1p/ Pa. f .M /Ma . 3 5.. i0K DETERMINE OVERTURNING Movt = 27.73 (k -in) Mres = 46.40 (k -in) Ra = 0.42 (k) Rb 1.48 (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 (o) 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) .:UPRIGHT, Ae = 3.76 (inA2) Sit = 7.08 (in"3) Sy = 4.29 (inA3) (,04p C•656 #� t v E LE p iv) c,pAt ltEVEg 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 27.13 .575 4 c ARM DESIGN M = Sreq = 13.65 (k -in) (LL +IMP *LFACT *L +DL *L /2) 0.54 (in"3) (M /Fy *1.67) ;;TRY .TYPE ' A ., ;FARM.:: Sx = 1.88 (IN &3) Mn = 78.91 (k -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn /1.67) USE TYPE . A CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn = Pn = SF = Pa = 37.31 (ksi) (Fe = pi"2 *E /(Kl /r)"2) 30.18 (ksi) (Fn = Fy(1- Fy /4Fe))FN =FE IF FE <FY /2 113.47 (k) (Pn = Fn *Ae) 1.84 ( 5/ 3+ 3 /8 *(Fy /2Fe)A..5- .1 /8(Fy /2Fe)A.3 61.51 (k) (Pa = Pn /SF) CHECK BENDING IN COLUMN 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) �2} = 4% �,'z- �6—(]t snT K - /N M = 0 FUSE•_ C.,, 'OK 4-, G% {- G ._._ ; n: 5i1"" 170» O G; CHECK COMBINED STRESS (DL +LL +SEIS) . =1.33 Mseis = 27.73 (k -in)V Md +1 = -2-7,--3-8—(-k---in) 0 P = 2.30 (k) (Z.) 4, 'G P /Pa'^ +' M /Ma : �, f0'35 OK et 4- S (Q1, 1 17e.00 DETERMINE OVERTURNING Movt = 27.73 (k -in) Mres = 46.40 (k- in) Ra = Rb = 0.42 (k) 1.48..,(k) ,, 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 Gd G. MCKINNEIY "EXPIRES 12111 :C17 This AW —Ysrs IV Es THE S ,�L, ApE0v/I-G`{ of L.o l MET el- L -TECH. A -IVT l L V& ,e14Gg, FOvR LO C4 S E S w�ie E s//\/C76 -R-m Go" C//7711c7', 7 TOO (.1.E1.5 !q' 1✓l Coo 11 t5 Dovs L� M �r3�' � 'rf 12. l THE woRST o Co N./ FEU v� -y-- /o rt/s Tf/E L o C e4-s E Vv /m' -7-r `//o RS-r 7"1 o Ml E N 11/i?S DETETfr)rN r-0 P`. S 17 1tiC n'iE t7VGf - BoL'TS EH"' J . E3u1=KS REVISED 0%TE CM.NT I t_ E VE R RACK 12701? -- 03 / r / CHECK �� Ark ArIZEZAW PET( -RM / /'/ - stag 2 r= 4 . //O RS-7- G./q (S w/ S / A/674-5 RRIitS , 6477A( IME1VT 741 7) 142%/7- I 4.27 -/ /' g . ( I S , 2 — 1 .7 1/ /,2 " V= 1,114_ O S K_ I T Y ,., " D -� 15 ,Sc RA-GK N? E ED. • I'�lltil EN:R. J , Eu1- 1 7/22 REVISED DATE 2 CHECK APR APR lmt rack single rack arms brace x-brace 18' (216. oitta_fil-ra--Ai 7 BAY 1 CANTLEVER RACKS /96ai 19.0" 173It • 19.0" 1 1 19.0" /0/ 11 I �, 19.0" f0 19.0" / ri 1 19.0" I 19.0" 5Q ■ I 11 19.0" _3__5___._i*____ 19.0" 12.0" 1 KEY A 1 -12 B 1--12 D 1 -9 D)._7 PjA EACH CANTILEVER ARM IS. 5.0" WIDE SPACING DOES NOT INCULDE ARM WIDTH 1- 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) 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 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 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 = 154.27 (k -in) Md +1 = 252.00 (k -in) M = 406.27 (k -in) P = 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 of Tukwila Fire Department Project Name Address John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM % 4 , oe/ffel 7-as *;) '7 /5 /).-0 Retain current inspection schedule Needs shift inspection Permit No. Thomas P. Keefe, Fire Chief 4.7/d Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: ,g#7) 5/42- Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax • (206) 575-4439 F7W14G& D CETY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT a x /CY- X X x GRAND TOTAL = Ti OTAL I2 oo 1200 FT REIVED CITY OF EC TUKWILA 1 6 1994 PERMIT CENTER .,....,.....,.,......._.. _.o....,...o»_.. .. ....o.........,.,........,,.... a C.3 CD N LC) / 00 r FLOOR AT EVERY BASE AS SHOWN IN DETAIL A. ANCHOR RACK TO Cpl 0) C4 INSTAL LOAD LIMIT SIGNS " MAXIMUM LOAD 1000 LBS PER ARM." SEE ARCHITECTURAL DWGS. FOR LOCATION OF RACK. CANTILEVER 0 N 1/2' DIA A. BOLT W/ 2 1/4" MIN. EMBED. J CANTILEVER RACK Fes- t.- U Leto tyj U cc Q 0 —J < lal 0 O < 0 o= CNI W cn � m >-: c w !' W w w Z O L7 Q O m N L� < U cn SCALE: N.T.S INSTALL LOAD LIMIT SIGNS " MAXIMUM LOAD 1000 LBS PER ARM." C DWGS. FOR LOCATION OF RACK. Csi vi 4 1 cn aN 1 • !7 City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #894 -0104 (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 oS 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, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd (.1 CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/18/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94-0104 Tenant: BOEING #21-05 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 03/16/94 03/18/94 03/18/94 Priority (0/low..9/high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[RACK EXIT ........ O.K. ] 2[PHASE "D" ONLY ] 3( ] 4 [FIRE PLEASE,REVIEW ANDCOMMENT. ] 5[ ] 6[ •BY KEN ] 7j ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1=Help, ESC=Exit current screen. r DETACH TO DISPLAY CERTIFICATE -Z - i`�4744tt. ru\u�-'Ttt.�i.�+m��. a��:..+i'� -L' _�tiGLii.vi" n"vL +i�T � .v.�..ivi _........ .. .4,44•++`+i'.�T' KTi.W∎T**•∎, \ \..LuMY...��.Ya�� DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT GENERAL .• REGISTRATION NUMBER EXPIRATION DATE . 01 • BOEINC*29AML, EFFECT' VE.DATE 01/0.1/95 07/13/71 BOEING COMPANY, THE P 0 BOX 3707 -MAIL. STOP 1F -09 • SEATTLE WA 981 42207 STATE OF WASHINGTON F625.052.000 (3.92) 1 L DETACH TO DISPLAY CFRTIFICATF „fir. �.. �, t.. '•%`�[d1 ..� ...Ir'i r � r 10 � �a �7oCo�0o� BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILLA. WASHINGTON 9814$ KINGnCOUNTY AIRPORT OFFICE CENTER (FAA) 3LDG. 21 -05 AD•RESS 3417 S0. 120TH PLACE iU CWII LFl, WA. (EAST vARGINAL WAY COFFOATE PA 2<) CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST r Y ABOVE ON SITE DURING CONSTRUCTION WITHOUT BE VF MENTIOA!ED SET OF CONSTRUCTION. DO NOT PROCEED WITH CONSTR�J DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TOO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS' SHOULD EXISTING "CONDITIONS REQUIRED DESIGN REVISIONS, REVISIONS '10 BE APPROVED BY CITY OF TUKWILA 'PRIOR TO PROCEEDING WITH PROPOSED D REVISED WORK. SHEET. TITLE TITI :E:- EXI`:T G PLAN FENCE DETAILS SHEET NO. DWG. `No. CHECK BOX 1NSTA[.L 7' HIGH SHOP FENCING, STORAGE RACKS, ELECTRICAL tic MECHANICAL IMPROVEMENTS FOR THE INSTALLITION OF THE BLANKET SHOP I u "nderstand tyyat-the-Pl back^ • novels gtibie to to et }YOrs and omissions and c> pprovai plans does not a'iiiiloriic the_:xisi adopted Code or ordinance. Rece' .wl k • t "ractoes t.opv o ed Va ■b SCALE I THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C, U.P.C. , AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY I.00AI ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. IV COMPLETE BUILDING FLOOR 'PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS S AND PASSAGEWAYS. IS ENGINEERING CALCULATIONS ( IF APPLICABLE ) C:7 ROOMS LABELED PER `OCCCJPANCY PER U.B.C. TABLE A. 1='l BUILDING FLOOR NUM kR 'ON PRINT FOR AREA OF CONSTRUCTION. NUMBER `OF PUNTS REQUIRED FOR PERMIT PACKAGE: 0 1. GENERAL PERMIT (SHE'LL i3c CORE) 6 SETS 'OF ENERGY CALCULATIONS 2 'SETS OF CIVIL DRAWINGS WItH UTILITIES 2 S SETS; SOILS REPORTS, STAMPED BY GEOTF;CNNICAL ENGINEER , 2 " SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIF`ICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF ` LEGAL DESCRIPTION 2 SETS OF-WORKING DRAWINGS 2. TENANT' IMPROVEMENTS, 2 COMPLETE SETS El 3. MECHANICAL, 2 COMPLETE SETS 0 4. EIRE` PROTECTION /SPRINKLERS, 2 COMPLETE SETS LAND USE CODE M-•HP CODE REFERENCES 1991 UBC KING COUNTY/TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PEr. CITY OF •TUKWILLA 8 -2 OFFICE /WAREHOUSE, NO CHANGE IN 'OCCUPANCY oil PO ,ROB. OCCUPANCY GROUP FLOOR AREA. (ACTUAL) STORIES; FIRE PRO1ECTIO S -- - FULLY AUTOMa11C, WET PIPE THROUGHOUT SEISMIC `ZONE: FIRE ZOWE PART <ING ' PROVIDED _ • : 739 PARKiNG REQUIRED: 725 NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM PERMITS I?UM 1'E�IiS PACKAGE. oPribvrs REVISION APPROVED . DATE C� AUBURN, WA. EI EVERETT, WA. KENT, "WA. PORTLAND, OR. RENTON, WA, IN SEATTLE, WA. ACCEP1`At3I ITV TH S DESIGN AND /OR. SPEcFICAtiON Is APPROVED APPROVED BY opt. war 03/05/94 APPROVED APPROVED II I I i I I I I I I OE ' 6Z SG LZ 9Z SZ 17 11101(1111 111IEdIIIIiIiI IIIr111i1q!ro i1II11111� 4 5 6 7 8 HOTKt tf the >aicrofilwed document is less, clear than this notice, it is due to the quality of the original documents 4 y 1 `'1.1. •Eli . .1. 1 '.1 I • i I.� 1 ,. .. _.. CZ ZZ tZ C7Z 61 81 a .t Sl *it el c t It OE, Ih�kL!- IIIIIII�II!IEll�li;l�l II �Il#t�! till �II I IIIjll1 �jI�II�IIIIlir I eII1 EEIIII #�illlllll'I�I`1(" �f 1 ..... a- �'.�•7.'Ir,- �,..��:T..��,.....� ..;,Ku.ri �,.1.,- Y.l >_x,TXTi!�..., .�., :s:a�,.t! �!�.h.,.,�: ..`..�... ...... h £ Z II`I)III! I fif I I II fiti Ii f`I I fI IIIIII Va ]nNS 4 r'Lnte: r.4 r.a7.�:hr:!ri 1.. !kfi i.aa : «:�t.v .x. -,.6 •r>ti: �t.,._: i�3t4 � •sSar c4 >.. a� �, t �,!.'. ..t m.ra.•.z...�Wpp. i.. v4. +iS.cav r�,. t:.. {..µ �rY..A`r��'x� fir.• "vG, a .. 4: • PANT t0A0 GSF UAANTS` CUPANT LOAD OCCUPANT 8,37 -42 OC,, PANT .�.,7. J. �k�;fr� :� mod:.` iikS,•.'dAr uS; f AUBURN, WA. • E VIERS TT, WA. D KENT, WA, • PORTLAND, OR W:.:NTON, WA. WI SEATTLE, WA. ACCEPTAWCWIL *IS DESIGN AND /OR SPEW-IC/MOH IS APPROVED APPROVED BY DEPT. - DAtE APPROVED F;■,t,mt . •.L .,-Ai i!�'wi>sg.'rFi`Y'�` a�SK u�arr�.i t.�t�; <fr.�/'�r`s...LU.'rT«.�� t' nri'md2.;4. r.:tAt4 �:� 1111.11111 1 I I I I I 11 11 I I 1 11' 11 LI 1 1.1 • THSmSCM1 1 / BLDG. 21 -05.1 COL. CORP. PARK 0440 NA. 40008 -0' 21-'0 "r d s, L 1ii r '•i J t, II X1 '1 %�I { Itf 4 5 6 7 m.:. ... s� ,,....u..::'u.x`..'.�..ir.o%... .:rW.:.xo s.WY'.w: .•y.. ...r.�... NOTES JIf the miCrafilmed dOCument is less clear than this notice, it is due to the quality of the original document. s'.`,'r''! .., .:• a fir. ? r .1: ^'t �c 6z •8e • GZ 9Z 9Z 1.7Z ' CZ ZIZ 1flli01101''li llll (ilil�III �IIIIIII{II) I�f�lllil ll�f lll�liliiif sls��ia li�ulll li lif i li � :IIII 11111 ,1i1, 1 II II I0I6 7t 01 'W7111I fit �� Illllll�l�� ra 4 ,iM:s�«�iu +M. AAA 4 Y f ENG. M G 2O59 J VICINITY MAP KING CGIINp�TY M AIM T FROM DOWNTOWN SEATTLE 900 - EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE- TACOMA AIRPORT 599 TUKWILA FROM KENT & AUBURN PROJECT SITE NO SCALE DEVELOPMENTAL CENTER sY nowD DAR tw HY NES 70 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) PROJECT] SITE Bqq.otm NO SCALE EAST MARGINAL WAY CORPORATE PARK sY DAR I= SE NKE" 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 REVISION, 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 INSTALLATION OF THE BLANKET SHOP • THESE DRAWINGS 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, AND 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 CODE SUMMARY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP FLOOR AREA (AC -UAL) STORIES: FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED M HP 1991 UBC KING COUNTY / TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILLA B -2 OFFICE/WAREHOUSE, NO CHANGE IN OCCUPANCY BUILDING FOOTPRINT - 98,000 SF 1 FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 C1rlOP TuRwiut MAR 1 6 1994 Par wen NOTE: MECHANICAL AND EIECTRICAI PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. Aranarar FACILITIES DEPARTMENT O AUBURN, WA. O EVERETT, WA. • KEN To WA. O PORTLAND, OR. O REN TON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 AOOPTAIUT/YYIr fKOWr A?oi 1�APPDOYt* AMMO WY DtPT. _ DAR TITLE SHEET 03/911/94 APPAOYte IAt BLDG. 21 -05.1 ARCHITECTURAL MASTER ALL D.C. !� as [ so,reD Al 147000 -00 ,. Its ma M'R 21- 05 -.A1 DRAWING INDEX s S. DWG. No. SHEET TITLE SET DWG. No. SHEET TITLE Ai 21- 05--A1 TITI E 12 13 21.05 - -A2 _ 21 -05 A3 EXISTING PLAN FENCE DETAILS - --- .t b4 � y e a Plea Cheek , understand met the . subject to errors end omissions snd • • • plans does n r • • adopted code or ordinance. R ' tractor's copy • • 'a� ByMr..:: -,.- Date No. WS nrmit CODE SUMMARY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP FLOOR AREA (AC -UAL) STORIES: FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED M HP 1991 UBC KING COUNTY / TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILLA B -2 OFFICE/WAREHOUSE, NO CHANGE IN OCCUPANCY BUILDING FOOTPRINT - 98,000 SF 1 FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 C1rlOP TuRwiut MAR 1 6 1994 Par wen NOTE: MECHANICAL AND EIECTRICAI PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. Aranarar FACILITIES DEPARTMENT O AUBURN, WA. O EVERETT, WA. • KEN To WA. O PORTLAND, OR. O REN TON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 AOOPTAIUT/YYIr fKOWr A?oi 1�APPDOYt* AMMO WY DtPT. _ DAR TITLE SHEET 03/911/94 APPAOYte IAt BLDG. 21 -05.1 ARCHITECTURAL MASTER ALL D.C. !� as [ so,reD Al 147000 -00 ,. Its ma M'R 21- 05 -.A1 X■ 4' • uP 1 �1I 1..1 el .r rP SIP Sri anrPrP __'1 LEGEND 111111111111111111111111 11 1 111 +t? II �I 11 11 EXIT PATH DIRECTION OF EXIT O POINT OF EXIT FROM BUILDING Ma 11141•41•4 gen el el �+••r.r•1vP ernrPrPrP1A X111 KEY PLAN D AUBURN, WA. D EVERETT, WA. p KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 A11:4 PINo CMOS ARCHITECTURAL MASTER BLDG. 21-05,1 90L. Al 147001 -000 an CORP. PARK 21-