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HomeMy WebLinkAboutPermit B94-0105 - BOEING #21-05 - STORAGE RACKSCity of ?icikwid (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Sutte 100 • Tukw gton 98188 RACK STORAGE PERMIT Permit No: B94 -0105 Type: B -RACK Category: Address: 3417 S 120 PL Location: PHASE E 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.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET OR CANTILEVER RACKING. Rack Storage Dimensions Linear Feet. Height = Totals 60 12.0 720 UBC Edition: 1991 Valuation: 5,000.00 . 0 .0 .0 . 0 . 0 Total Permit Fee: :720 11.70 *********************, r**.**************'****** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** oilio 3- - auf 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 perm Signature: , L -e--2 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 TUKWl4 i • Department of Cc... nunity Development -- Permit Cent. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER FPLI-DcF) PROJECT NAME SITE ADDRESS 4Q) - c ►ac 47 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. DEPARTMIiIENT.> BUILDING - initial review FIRE !DATE:I DATE. PROVE f ROUTED QUIREMENT ................. CONSULTANT: Date Sent - MMENT: Date Approved - 014 INIT: FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: 2/"2,. j Detectors INSPECTOR: N/A 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 INIT: BUILDING - final review g BUILDING OFFICIAL TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes 'JNo UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: 11W110 CONTACTED i-:-e_ DATE NOTIFIED BY: init. / r 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDI PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BURKS JOB 11 147008 -00 PHASE E PLAN CHECK NUMBER bcict-olos APPLICATION MUST BE FILLED' OUT COMPLETELY DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE '-). a0 DESCRIBE WORK TO BE DONE: INSTALL PALLET OR CANTILEVER RACK IN., BUILDING USE (office, warehouse, etc.) WAREHOUSE PLAN CHECK FEE WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 209, 446 Tenant Space: Area of Construction: 500 OR HAZARDOUS MATERIALS IN THE BUILDING? System BUILDING SURCHARGE OTHER: TOTAL - t \ :10 SITE ADDRESS SUITE it 3417 SO 120 PL BLDL7. 4721 -05 VALUE OF CONSTRUCTION - $ 5,000.00 PROJECT NAME /TENANT BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT it 102304 -9069 TYPE OF O New Building Addition • Tenant Improvemen WORK: © Rack Storage 0 Reroof 0 Remodel (residential) (commercial) Li Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: INSTALL PALLET OR CANTILEVER RACK IN., BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIRffl ANFS WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: 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 Cxk No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: JR1 Sprinklers Z. Automatic Fire Alarm PROPERTY OWNER BOE INu DEFENSE AND SPACE uROUP 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 # BOEINL -294ML EXP. DATE JAN 01, 1995 PHONE ARCHITECT ADDRESS ZIP .HEREBY;:CERTIFY;THAT I .HAVE READ AND EXAMINED THIS APPLICATION :AND. KNOW THE ,SAME TO;: .BE TRUE AND .CORRECT, `ANC 1 AM AUTHORIZ TO APPLY :FOR (:T . IS PERMIT :' BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE �� )10"..- -� �' )10"..- - DATE MARCH 15, 1994 PRINT NAME TERRY BENNETT PHONE 544 -2975 CITY/ZIP 98124 -2.207 PHONE 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 9-I19- qU 101224E1 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number S1i13MITTAL CHECKLIST LA Two sets (2) of the following: Fl Specifications Structural calculations stamped by a Washington State licensed engineer riSoils report stamped by a Washington State licensed engineer Topographical survey nEnergy 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 (� i i Completed utility permit application (one for entire project) ElSix (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. f1 RACK STORAGE Completed building permit application LiAssessor Account Number Two (2) sets of plans, which include: I -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. riStructural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELUNGS /ADDITIONS I11 Completed building permit application (one for each structure) Legal description Assessor Account Number i I 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 1 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. COMMERCIAL TENANT IMPROVEMENTS Completed building pennit application (one for each structure or tenant) 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 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. REROOF ri 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; I I 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 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 (all views) • Building cross - section •:Structural framing plans NOTE: If any utility work is to be done provide utility permit application REROOFS ri Completed building permit application (one for each structure) nAssessor 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. ******** * * * * * * * * * * *A **** *4 * ** ***** * *** ********ik4**44 *** ** *44 *** CITY OF TUKWILA, WA TRANSMIT ****4*******• A********************* * * * * * * * * * * * * * * ** * *4 **4 * * *** *:k* TRANSMIT Number: 94000372 Amount: 11.70 03/30/_J4z 9c' .31 Permit No B94-0105 Type: B-�RACK 'RACK STORAGE Q lPE1thIT Parcel No: 102304°8069 Site Address: 3417 8 120 PL Location: PHASE E Payment Method: CASH Notation: BOEING Init: SLf1 *** ** * * *.k * ** * * * * * *k * * * * *.4•* k* * * * ** * * **** * *k * ** *** * *** *4 * ** *4**** Account Cade 000/322.100 000/386.904 Description' BUILDING - NONRES STATE BUILDING SURCHARGE • Total (This Payment): Total_ Tees: Total All Payments: Balance: 11.70 11.70 .00 Paid 7.20 4.50 1170 GENERA TOTAL CASH CHANGE 0587A000 11.70 11.70 11.70 0.00 18:13 CITY OF TUKWILA Address: 3417 S 120 PL Suite: Tenant:. BOEING #21 -05 Type: B -RACK Parcel 4: 102304 -9069 0 Permit No: B94 -0105 Status: ISSUED Applied: 03/16/1994 Issued: 03/30/1994 * k******' k*************.*********************** * * * ** * * * * * * * * *** *'k * * * * * * * * ** ** Permit Conditions: 1 No changes will be made ��t�o tries` pµf'ans ;4i nless approved by the Architect and the T�,u.IW�iu:l�a�` "°Bu'•l i di ng D l °V'1s'l d 2. All permits, insp �tr•t;j:on records, and approved�plans shall be maintained ava,t b -,'e at, 3p ' site priorttt eiie: start of any construc ;_ ka" y A,,fi �,t�a►r�'. �,T l�t`�e s e, �c�'a:c U �r ;n:t,s.� a rep t o ;t'i�e'� �a i n t � �;�r�e'd x9 available p `i�11 f,,na,:�'A,in pection approval w.isf,,gr rated::;,, .,. . 3. All cons tr'u``r`t�ion too be • :done yin conformance with approved :, plans an. 7r;equii rements� of. the U, irforrn Bu lkil.,ng l�ode7 ,199;l -' Ed do i�' . s a' Seaddd by` the WA' hil.agton State Bru,i 1duing Code: 4. ` Val i d i, of Per m "i t. 4, The l \i seance o- a permit o'r a••',pr3., va 1 o,i plans pe ificati,ons a.•d' c8m utations shall not '" e co'1. -� stria , L o +.b,e' a pei'mit.,j o , orb an ,approval of, any 'Tv iol'a.tri'on of ah.ji of, =A ,e• p,r,ovision's of th4i-s' `co.de, or of any other'' ord�iintance ot �. the jurisidict.f.on.• No ;p ermit presuming ;.ito give aut,h•ority.,cke violate •ti�or ance/l ;,the '•pr,.o`v�is1ons of this o:od'e sha�1`'1f be valid' �., t ;,t, t J �, r, s'. INSPECTION RECORD �„ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'f"M"` (206) 431 -3670 q V- NO-v • ! ' tai Type of Inspection:�;;r;• / r 7 � �'�� ..•ress: W47 / 5 l�l -4 /if 1 e .:,: ; 4-7-r- i Special Instructions: Date Wanted 9 p.m. RequernGTr,,, /,t. r/q/ /'.)7 EK Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Cie—' 4 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , #r".7.757m7.77717.)#:-.4 17•77::: • - .77 City of Tukwila Fire Department Project Name Address John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 0,ne tic/ :1;1 • .■ t Thomas P. Keefe, Fire Chief Permit No. )<: Retain current inspection schedule Needs shift inspection Suite # )( Approved without correction notice Approved with correction notice issued \r/ Sprinklers: Fire Alarm: Hood & Duct: --77--- Halon: A) Monitor: AQ- Pre-Fire: Permits: I(/)14 Authorized Signature FINALAPP.FRM /1---1-25 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwlla, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 CITY OF TUKWILA RACK STORAGE DIMENSIONS LIAR FEET X HEIGHT -- TOTAL. Co c2 x x x x x MMIMI SIMINNO OMIMMI 1 i e GRAND TOTAL = —720 Fr- RECEIVED CITY OF 1 UKWILA b ire {t E'::',4T CENTER SECTION SCALE: NONE 144" 120" 80" 40" 120" PALLET RACK DETAIL SCALE: NONE GENERAL NOTES: IAZ S -2S -2 RECEIVE) CITY OF TUKWILA PERMIT CENTER 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLATES W/ (2) 1/2" DIA. ANCHOR BOLTS. MINIMUM EMBEDMENT 4 1/2". 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLET RACK. 3, INSTALS- L-vAD Lrn.?i7 s /CWs " Mtn(,MVM SHELF LOAD 5000 L135 vntcFoRnelLY 1%iST121BvT -/:, it DRAWN Br. J. BURKS DATE: 3/1/94 CHECKED BY: APPROVED BY: erni 3 494- PALLET RACK 21 -05 D.C. PROJECT NO. 147008 DRAWD2C NO. SK72B940301 APPROVED fi IFIEFEZAW SHEET NO. S. -1 1y 9/16" DIA. HOLE FOR 1/2" DIA. ANCHOR BOLTS. MIN. EMBED. 41/2" SECTION SCALE: NONE 144" 120 ". 80" 40" 120" PALLET RACK DETAIL SCALE: NONE GENERAL NOTES: RECEIV CITY OF TL' 32? 1 b p ::atr Cr 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLATES W/ (2) 1/2" DIA. ANCHOR BOLTS. MINIMUM EMBEDMENT 4 1/2 ". 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLET RACK. 3, INSTALL /.0114-D L / I t7 51GNs " MR`(,MUM SHELF LOAD, Lcoo L$5 VN FO RMLY T2157"le! S vri-I p, �r DATE: 3/1/94 3 494- PALLET RACK 21 -05 D.C. -4V- ®OE1AMA7 mRG.ECT NO. 14700E DRAMOIG N . SK72B94C SHEET Na BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET RACK INSTALLATION JOB #147008 RELOCATE BLANKET SHOP FEBRUARY'24, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL RECEIVED CITY OF TUKWILA IMr, I V 19S`? PERMIT CENTER 77.7g .P -- r) sue 7 6.-- ,44Setz G, 1991 PLO' /i0 C PA-4 Foaz a /j1J5L. i v= g-w V= ©,3(Ito) �,-7S( coo slb) ` le ;2_ k- Hx ra o _g0 40 a= 0,3 =1,0 5.0 W x/1.1 175 (3) C3v2 s fb VEC 'MeeE A/O, 25Q , W yr x wx �►r / Wx 0,S0 cv7s 2/¢ X07 ,oas 4E coo. d ►3 0,43 0,17 0, 22 1,31 r /757/001/ = 1,.6 11/4/ (AII,L 25 1/Zd,i = d '3 fb/ /N 01."z. 1.4(9 (taP M 2.G3 ENG*. j. goar '/Z ¢ REVISED DATE / %�72O& �� .(��( ` .iii ,1/'ri e -5th' OP ,R6 p i L 63T 1 ACIK- ? ' r cAL s CHECK APR APR J 16.047 ,3S'e r11-Ve- M 6Q/616.1 v--:- II .(ok 44 ,2-2` 1 2 0' ,S3 19--% ail4 V t(oG M-_-_ 13.2.14' p. 140 MAW ses Alinftil-x 561S ce2e,e/70 / 31 z "1"1' eig GO/VG ENGR. J ,n pier 01.z* REVISED DATE /49 7a2,3 3‘411V/e6r."7-'5//0P get-ocATE PA il L-Ler RACX, C-Lcs, CHECK APR APR AMIZEZAVG DI 6007 2070 ORIG. 6/73 J 15•047 PALLET RACK DESIGN VERSION 1.1 BY JON BURKS JOB 1 147008 DATE 2/24/94 BEAM INPUT Md+l cen.. 30.00 (k-in) Md+ bend- 6.00 (k-in) Mseis 13.20 (k-in) L • 120.00 (in) Fy ■ 42.00 (ksi) LOAD 5000.00 (lb-shelf) w - 20.83 (lb-in) S req'd - 1.19 (1n'3) TRY LBC45 Sx - 1.50 (in43) Ix - 3.51 (in -4) Mn - 63.00 (k-in) Ma - 37.72 (k-in) Ma > Mdl +ll OK CHECK BEAM FOR SEISMIC MOMENT Ma(4 /3) - 50.30 (k-in) Ma > Mdl +ll+se OK CHECK DEFLECTION DEFmax - DEFact - DEFL OK USE LBC45B 0.67 (in) 0.55 (in) t COLUMN INPUT (DL + LL + S long) M 13.20 (k-in) 8.35 (k) (DL + LL + Stran) 7.90 (k -in) 11.20 (k) TRY LM30 COLUMN UPRIGHT L - 40.00 (in) A - 0.80 (in "2) Klong - 1.50 Ktran ■ 1.00 Rx - 1.29 (in) Ry ■ 1.10 (in) Sx - 0.89 (in "3) Sy - 0.60 (in "3) DETERMINE COLUMN AXIAL LOAD (Pa) LONGITUDINAL DIRECTION Fe - 133.05 (ksi) Fn - 38.69 (ksi) Pn - 30.95 (k) SF - 1.75 Pa - 17.70 (k) CHECK BENDING IN COLUMN Mn - Ma - 37.49 (k-in) 22.45 (k-in) CHECK COMBINED STRESS P /Pa + M /Ma <- P/Pa + M /Ma - 1.33 1.06 OK DETERMINE COLUMN AXIAL LOAD (Pa) TRANSVERSE DIRECTION Fe - 215.68 (ksi) Fn - 39.96 (ksi) Pn - 31.96 (k) SF - 1.73 Pa - 18.52 (k) CHECK BENDING IN COLUMN Mn - 25.35 (k-in) Ma - 15.18 (k-in) CHECK COMBINED STRESS P /Pa + M /Ma <- P/Pa + M /Ma - 1.33 1.13 OK USE' LM30: ; "" ' "' COLUMN UPRIGHT BOEING MILITARY AIRPLANES 21 -02 BUILDING COLUMN B -4/3 STRUCTURAL CALCULATIONS FOR PALLET RACK INSTALLATION JOB # 910575 -02 SEPTEMBER 6, 19.91 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL BMA Facilities Sea t tle, Washing ton JCI3 HO. 7.17c"tvR APPROK13 frr: 275 -it> v\/ //t, A -s F FQ E A/C-ES (Av ( F-,9R 1/1 /9 5 / BUIL-DfA/G Co D S' -)S / /77 .../F c 44A-75/v7- /- 7W1 A 1 5- 7 o Fy 421 r----- • SHEET fa, M 1 OMZ 9/ /,. - *307 L BMA Facilities Seattle, Washington ..103 Na OCENED 8Y: J, (7- SMEET NO. Az., °ATE: APPROVED at •• LL PC_ 4- L- L_ 4 /4 0 /\/, En/ /...A(-_-,//vG• /0 LOA D. C.07,;%& ://:40770/1/ / 4- /o/v Sf 42-77-,;=. -2.• CO// C /7,6 A/ BMA Facilities Seattle, Washington AnitIrctun P2L L ET RAGS: ✓ES /C-ti OAU JOB NO. 9/0575 —0-2 SHEET HO. J l BCRxS Art: 819/ APPROVED Br. Cot./1'77c/\/ I DL. -'- 1_L LL :� C7v lb /S{ -/EL- F W 3Sb lb/ l 68 // ;_ Z , / /b /bv OL 50Q0 Ib,/ f;g'I Wm/ hL = 2, / /b2,v — _...._� L _ 3o /4/iv LL = p= 2./ a = Z / /•//iv L. L= 3c7 fb /�,✓ P = Z,/ /4'» L 1._ =-- 30 /g'iv DL = 4 , ! /1/2iv L L = 30 / " /,,y L _ +Z // /b /N l_L --- 3C' ii4v dL = Z.,77Ww LL =. 3P /b //N = 2./, /siw LL= 3' /6 / /ry L L = 3 v /6B/' — yi // (—'2// S rl' E a2* - -- ,.,/ ✓/ /60 74 3 v (u. ;31' S o 8 a , 43 I M,,,lA = og a G 71 592-7 -- 90,599 16 —�n• POS ITIVE BMA Facilities Seattle, Washington Navel kdaectura ErVineerill 1 iDL L JC8 NO. SHEET NO. 2. J, er l/R�S "T`:: /9/ APPROVED eY.. iivA)LYz COLD /4N 4/1'IR /C7, 5 S .9 77-7. U..SS liEcz.s A 6. 0 D eazc ib BMA Facilities Seattle, Washington Artharcbso Enineerin JOB N0. 94EET H0. 3 DESCNE0 BY; OAT'c: / cj APPROVED Br. JOINT G,D 1' JGft\!T G Jo Orr G 3 0 11 :. c4 = o; C Ft- =G r / r crH .O CF =0 E F,; = .. c g _ Sa ibc �Y /NSPPCro/v '77/E : c,1C /4/G MC:"TlgeRS W �� V✓irt/;< Lo�70 �1 c: t 71-1/1 V5 A /.2 (cm/ oil 1,1 p Gp'V S /,� �p 6, / Dili FOB <, �"� ,�No .g-r.=� G r ✓��L/G113�Gc I BMA Facilities Seattle, Washington Raring Ad Ertgiltail X8 N0. DE9G ED 8T: SHEET NO. DATE: /.9/ APPROVED 8r. DL L L + 5 psi -/( DE7E 7-::: //,',/ A E 'z L W kW �/— G307)2 . 5 794 = Fx VW h, = 0,3 C — 2,7.. Iw = 5'.0 W = DI_ � (_ 3/,_,22//' z_772_:77-;:t7-1L r -Ot2CE • /7/ =-`— r= f LEVEL J., (1 (16) x i Mc 3 log ! 1(,c.=..': 2 72. ' 16,:7 -;o 1 c7 1 _ (-i% Wx hx X/ i1X 2W k�r 17 .33.4 . 0, �p \/ w4"= R - ( " wrier 397.3 1155,6 ',33 2(i Z2 5776, 0,17 • 135-0 2 3466,51 7 94,_r F BMA Facilities Seattle, Woshington Mating Arditecturs Eng:leering 1)L_ L -F (17., JC8 NO. SHEET NO. OESICNED BY: J. a9RK's APPROVED Eft W3C -57T2.7 72_7 / lio?,?(..27A.e7,/ • .:2/:));;, tA. -6; A-;---%-7 2.> "47 ,4 co/V'\/E 74 2 ,vc- 56? 7D / `17 L L- 74 z (2) • 5 ..._ • -2. 4 / L D F,4 /R 1 s_s_ 77/ /1/ -27/ • y _sE / .5 A4 / ,gc.-/ / 7 SE' cv-t Dc, Gc2 V 771E .5/.67//, LA- r. BMA Facilities Seattle, Washington Pkerting krIvItctuno Erlivain -t- SEtsvid JO8 NO. SHEET NO. Of. OED 8T: J, 6C/R K'S DATE 8/9/ APPROVED BY: 1:7677.67:k /v1//Vg: FORCE S, //V RACK: .S7 —R T U E C y /' -) /G L-4 2 L• L. 0.4 DS 2 622 Iv 1350 V= (4;2- M //,9/C r^ 142. M= 3/,G95 M = //,9/e =1324 V= /42 M.23,e.32 P =0 V = 377 V = /(79 h1— i9,7g2. P = 377 M =43,G14 V=2/95 M 44614 V =377 052' P = 5/y M = //,9/6 V= /324 v /4Z V - IGGZ Ni= I1,91G 1'= M=3 /,6 ",- 42. V =2/93 V= 377 v = /o9 M= 3° 56¢ Ivl = 19,762 936 /¢ - V =.Z6 .13 V M = 97.66-4 M- P= P_ 1324 /9 Us /N G THE PORTAL /"l5T/ -102 C a� ("/ V r t f1,� r (A/75;e /aR, col._ G ;h °' /i /� Tf/,e6 774/ /G E �x e/o�) X- f -Zx42k 4 x ^3973/' 3rd = 2 /6 LEVEL a x = 1324 /4 4- 2-x zV-f -x x = /099 rh Z = 2 /95 /6 >: + g>': 4- 2 Y. 4 X . = 79451-- / sr X = /32-4 LEVa L &. x =2.64514 Z n LEVEL PF7* BMA Facilities Seattle, Washington Engineering L -/- JOB NO. DESIGNED BT: J • B't SHEET NO. 7 DATE: APPROVED Br. c oL (2MA/ n40Afl Ar7 .9.55/1 E42 7722 /-/"./V- //V 45- a-7 'O/V / ?.�.r S e Div %7;%' 3 ro/ 1-EV5L Z hot LEVEL G OL li .v7/1/ / 1 e-2/' ✓' � ,'; ' 7 C 2 - ( /" /i/ FX7G- ee I 2 //VT R' /p/ /g'/ - Ili 9/6 •) �b - 13::f? `(/1/2 = 2/5;32 I6 -fN �. / 7E32 Z /9g(10 39j 5tS4 inf 1324 l l g it � = 23 ��Z /b 26 48 (1 f).= 4-7, 6G4 �� -�ti C� /R pc R /VicN/EN7. M Jo i N/ T-1v G I RDA R •s, PEA HAVE //. LEG-7 c7A/ PO/ S e 1...L A &T. . 2 rd //, 9/C /; ` //V 142 LE V 4• EVE •.-s Q _; C•H /RS L 77-/E P1 Ely .4/ LF - �Z GE'• /E.L 37-1' y _ 43,6(4 ''- //v 519 117. 84/A, 'f- • BMA Facilities Seattle, Washington Plonring 10 L- + L L f S` IS M/C JOG N0. SHEET NO. 8 DESIGNED BY: APPROVED BY: DATE: 8 /9 / GC7L (4A / /A/ A X /,1L- PCRCE".S 71/g • AY/47 L C. = _s ECG (/14-L TO r/ /✓CE SHE�'3. H i iy'E JO / ^/T; 1<1✓1 11\1 c OVE N TUR Al /A/G (J8C_ sTZ) 7. // 03(9) !2'c -Eti 7-1r /E 77"V7 A.7 /v1 EN T /4.SE-C) oil/ /Vc27 7J EKGEED 6; I pE E"KM /NE C.G. CF LA?ERAL. LOADS G, = 39`1311' tr: ") t 2G22:`(7V) + 1.3.50. (3c .._ 83,8,5" l 397:;1'' . 2677-./4 7L. 135o 1.15 (n.8?") = 96 . S /HEK7 y7 7HE L—A 7 UeJDS .5sr wee, 70 4c7; ME 0 MovT = 7 94 ib (;. -7G7 - M g'Es = 4E.I , ' (zo fr) 9G3 5Fov 31< ^m/ 767 gr./ Iv Iiz, 5 l ANC -10R VV FIRE R'- Q1D, BMA Facilities Seattle, Washington Plcntiag kthltchwv Encilenin /7L f L L f SE ISM / C .1,:e NO. SHEET NO. CID/4 .J, OATS: APPROVED UT. 177? - M i //E /F v v i VV 2f , ) & , 7 4 ' ) 7-1 �¢O ") (2) 33) .,,.fir, 7 94_5' /6 = P.6 4 Ps /Z G 1, 3s O- 7. 0.8 L AIlf, cz BMA Facilities Scottie, Washington Mario.; Watt tura Eiveleerin / / 0.69 E IS/4 /CI .00 NO. SHEET NO. CESCHLD BY Blir-• 0 ATE: APPROVED El It ///77- .7 14//77/ Cr (/A/7'°' ') • 5. 35 . 3 (/, o) 2. 7 ,s-(5-, .5‘ 9 rs 1 ore = 1,15 ('as' 0, G9g HO: 5 A ' ivir--z-- 5,35' (';p , /07 .4 f.eV (1[05 — /97 /4". 5 " -7-1/EILE 47-?. 2- ao r fr.), 95) 6/lc,/ t5qc7 " C4-ME 1,5 K ? 2// C//E CW 7 1' vvr /5( 16/-t7 ( 74)• 7E. F- / ///e- zr iSoo ;77, '/Pr — 17 .14 Fr2 II,-P MO/v/A/r 77 5(... ?Zs- 144L-7- (,p,) x2. 1 Fry 2 s- 2 , c." p) 2 9 c- rA, Y ( --s) 130t9c-..- psi. 2304 .9.1 . . 1-; r- . nk- — ev7.7-7. z.,': BMA Facilities Seattle, Washington kchanturt [DL -f LL t SE75 M /C.I Job NO. SHEET NO. /0 DESIGNED 8T: J, APPROVED B. PETE-Rid //\/ ' /ti C. R O Ss //v( F OA'7 L41-7TrfZ , L G0f7 P HA/A) Yz. //✓ C //A/ / //`P./ UF:". '7/-) N7, . '/ ///'. /7l Rif /C if /E 5f1�4- F �l7,gz s (/ /) F c i 5,47Clz/ 574/47 GF jD I A L C. PP c`s c vC L o4 p c7// /•7E _ , 3.g /4/S?E4,F ,O, LE-S T8o l/3 F Tl3Ts7 802516 / C GO it 3x63 c 2�s a I } Ib . • «11 MG 137-4-1‘;(1069 * t77 4 /x(72 11) -/- 457 ..f... f p (40") o L47 . - t /5 -3/6'1 L oA1US //V 5RAGE5 4/Vp C oLl/MNS ?E REVER5/sLE pt/a: TO Se /SM /C n /R.�G7'% A'✓ 8 D2s'G (4 0') BMA Facilities Seattle, Washington Flaring kchatchre Erseheail lot_ To/NT p C. rb 2:477 JO N-7- 0- JO I NT C J01 NT F 1Ijz16 40 NO. SHEET NO. // DESIGNED BT: J. BURKS DATE: 8/9/ APPROVED B. /S/4 C IL FV • CD= Z7ZC Ft4 • DG =- o = F,cz5 F Fv=0 I I b. 0 4 6, • CC-1 c&v= a3e3 k C 35G5 " FG = 13/578 -Z5B5 /11 /951E' = zq .c - if / 55 /6 /97S C 2957. 7- = '2-97a 74 n37:4. /976 Gg33 c =_- Z1,9 - -674 /z4 • 3iry =-. 56 (/32.11.-) /192. E-31-1= f7Bf C 41. • • EF BMA Factlities SeottJe, Woshington Raring kchlestunt .03 No. oEUGNEo 8r: J. &-!K5 SNEET NO. /z oATE: 8/9/ DL 5E /S /✓1 /C. JC'/NY a Jo(Nr A A 8 aOzs E SOZ_ S — >O2 s BMA Facilities Seattle, Washington Raring kthlecturs L f l_ L 7` 5 7s /4/�. .108 NQ oc oED 8T S4EET NO. DATE: 9/9 / APPR04ED 8Y. Cam;: /(•/✓ Ni("/ / / L/ /9es/ 4J LO/1�::�( mss ' • �/J/G= I� G f7_.S " : /V7 " /4-4/Z) S�f S !" ,I• T ✓'7G- `/ //flG F 77/4= L/. 72 L 1/�9G li�"s "9S $4'7 H//v r.6),s /./v -cy J • /L 3 /l/I S .- f r f~-` r E/1 G T //Z G.o ''S, 4k Cot_ y f 1A/ a A /L, //IG .;// 77/5 7,F. /i /.S1G•PS-- = 874 7. 9 /17- 7t/(S caw/ � 7 o/✓ 77/ FC/I/4 /A'/Es //vtTO 9 r r C: CoGw4 :4/ fi7l�.l� `l,'2 * /. 4,' ? ."')e /ivG K c;, i'::9 7r . � I BMA Facilities Seattle, Washington CO/v2a/A X43 NO. 91ECT NO. 757 13.: '75. OATE: 8/9/ APPFtOvE0 i- 01 • u . i 1 1 0 0 .0 0 • ; 1 I ip 1 i) - Q, + 76— : r-- 1 1 i - •C) ‘1, 0 • --, o I I-- 1 •., 1 --- , M 1 0 i 1 • N 0 „ • - • 3W-1 -4- 0 N CP 1 1 BMA Facilities Seattle, Washington Raring AnMet tuna .roe N0. DE90HED 87: SHEET No. /� B EA /4 C-74, OMZ; 0/9/ 90, h / - 45, 3 �^ �4/ : rF�-W C.k S, 5, C:2 M ((,c:'7) - 4ziz .3 k -�N (1.G7) k:. 15 2 UE C 5T17 27 -9) 1, 7 1J3C f7Z 2.7 -5) IRY L1 C 55 sx = 2., 04 /,v Mn iN 7 g — //V 2, o 4 (4 2 /`/,,, 2) = R t�S, G 8 - Mn/ _ s. GS Mh > M g. CHEc,e /k442/14 E /eat' is-TeV /4 Ch`cc� Pi- 4-K-�N /z _ .56.2 51.9 ('.3) — G9 r• — SG.2 /r✓ IP /1 ,50 = 0, 9 5 Gv.: C r l Fc'c 2 a 70 CNA r.,,TY .36ier // Q Q 354 (9A/'t 1) (z) L.BC 55 O F F / £ , ' 4 / c cHP /,vim 0.792" .: 0 BMA Facilities Seottfe, Washington Anklet tuns Enineetil COL vMA/ t PR1&/,Lr J06 W. ECT NO. /6 c vR K s OAT : 8/9/ APPROVW Ur. THE woR c 7- C-OLL (/M Al L-0,4 D /NG C ON L? J T'l oiv.0 CSC_ c fib vV I : DL + LL -f- S ` o v DL -f- LL -f- s tvv, k -rri P = ,35' M _ -7 9K -mV MAX . L. E N C a r H /AJ Loni(.7. 1 7'vn //w L_ AND 'RMNS V .Rs8 P/, Ec-r,oAJ . = 3'i -FRY A=.1,O:7 /A, �x r 7,2s IA, / , c 6 /N CO 'M,V sX ` l,ol .(4/ sY = 0.7Z 6/P.8 /&-/-/a/' 3�4 Y ,1 .35 Lr il x I .— x .r 0/./i5 /TVO Al,a 7/ \' 1 Y r / —frv4 //v C UG fA//N. 77? ),4 /JV ,eSE L.- /4 ¢O CO LU N FOR Lc7NG /7r.-0 /A/A9 a'RE PBC 57D 27- 9 (Q A— 7 (67R IG-6) BMA Facilities Seattle, Washington COL 1\/ "2-7 (7,4/ J03 NO. SHE ET HO. /7 DESIGNED , 8 Y: 0 ATE: 9/9/ APPRO VED S t =-- 1607(5', (I ( 42.2 )• Frt = Fy — ./ 1-0 Ft_ = 42(/ — ,2/g7/6,0,7) ,..-, ...--, s riv — (ti 1:71, sn.. rc. P- K. fg; Pvl — /.L9 GYECK- BENZ //VG: /iv Cot-('/"1M t41 /,0/ Mot = = 42,42 '-« •• 1\4 / 42.42-7/, 67 25-, 4 A-"hv C-HEc-K C-491`11 1.33 =_- L32 e- .3E ,', 25.4 0,‹ BMA Facilities Seattle, Washington FIcrrkg krteltebOl COL. (//4/1/ (/ /R /c/L/T JOS NO. 91ECT NO. / '7" .3. , OArc; 9/9/ APPRONZO er. G /1 M G /''J 1O GC2L- /i/v°7/li /-OR_ e /Vz 1% 5Z - O vi%✓.,� -m-a- (0-9Yio 6 '.) . _._ Z5S ,ksI 1( 333ya- �� FY ( i - FY /q'.Fc) F„ 4Z (/ - 4z 4(24,04 Fr 40,3 Ks t: _ 40,3 4.5 /, 005 i 7) _.. Q, , .n. 1.77 �4 L LOWEBLE BEND //vc MO/ EA/T Mn = 4.72 /A/1 (42. '49 _ 3o, a i Mg - :.3v. 24 ,%,G7 = l 8 ct'ECK CUMB /MEN SS P t M /, 33 M q • /1, 2 f 7 , 9 — 0, 93 I . SE z2.P /8. 1 (/SE" LM 40 "-Y -- 4-0 COLIJ4W VIPR/Gqi BMA Facilities Seattle, Washington ficrinin kthircturs SRAC //VG JOB NO. SHEET NO. OE51QtED 8T. ,BUR /< DATE: 9/ 9/ Dc APPROVED B. TER /�'1 / /✓�- G=am iv7/4- X , A/5 / 24/ 3 . G / 2A2X C P/Z.Es5 /ON == is T /-n-.h (yc s7. /4. ..-//VG 7 Y / 2 yap 4/2.C# = 6 8S /A/ 7,"1 = 4,1 Fe 0, 3 sSS /A' ' (qzJ3) /6'-3 , 6 = 9, 7m 9, 7 "' > S. G Eck, 14 1) / // • ,�' / /¢ CA/AMA/4 /2,;-4 n, FOB 7-&-A/..574/ /2 r / rx= ,Gogl /^' 3 999/4, 4 3885 //v "7- FoR c_ON PRE S5 /O/!/ 1 = e =. 2-e . 1 5 , X - 5 - 1 (0s4 /39,,y) 2 �'n = 4c Fh (Fc = Fn ►/1/ ,V Fc FY /2,.) 3F65/4/2-(15. 2% 4$/- = G, OG 74 3 Pn .BMA Facilities Seattle, Woshington Pkevisg Ardrlecturs B/R AC /A/ G JOB NO. SHEET NO. OE9 Br: 23rJRKS APPROAD 8r 22 DATE: 9/9/ Pq -=. Pk) tit Pd G , oG 71/ 9/ 4 2 ` vs / / /Z. x / //4 X /Z a C/-/ ,4 / / \/E L BMA Facilities Seattle, Washington Engineerim gqs� PP.A7 SHEET N0. oc9CNE0 8T DATE: 9/9/ APPROVED er. / A-- /i/ i`_ : i r--% $ : PG. /4 ai s — /13/4 13K 1" K• 8.361 ;SEA" ' ,- f FOR. R/4 SE P! F JG y� '7? H. 1 P 7 ZM OF 3SE RG•'i`% fc77oA/ 4Y V - I....S724. /, #q6 a,sY f,19G I _ -L h(y13 7 / 1 Fyn _ ,) 3 (234 "? 1/96111/4/1" 3 Yfr, _T) j.= 2,36 • 9660 AGE ',vsof- /f-7f EovT A = ,196/rvZ Z 2 j4 -/N 7.2s za.a „v' 414Js WS z.sy 0-5 y z . 2 7 "4 ,i96 7,06 E-- ---- -- ,bY 4 .196 I , aSy 2,1 7. 416 V - I....S724. /, #q6 a,sY f,19G I _ -L h(y13 7 / 1 Fyn _ ,) 3 (234 "? 1/96111/4/1" 3 Yfr, _T) j.= 2,36 • 9660 AGE ',vsof- /f-7f EovT A = ,196/rvZ Z 2 j4 -/N 7.2s za.a „v' 414Js FA- BMA Facilities Seattle, Washington Moving Ergisork 8,35'` .03 k0. SHUT NO. 0.. 'J DESOMED 8T: 0An: 9/9/ APPROYED er. 65S nVC-7e P/r;-' . .2 / E$ U c 7-147v 7` 57X- ,mow /// $06-7- = Tt 7VS /O /V //V apt. 7— �- rk Ab. 7= gz/ 119 1/? F.6 = 1090 /b 1500 /6 L�r-r' O.ZI _ 4./9 T4 /r • M/4 77(5-6 ,R,5 7W0 6a:2G% g4r5 PGi9?-6 - Fs , /57 o /$ ( 2.) =- 3oov 4 ,3 ? 4 130o lb 3a-oo 1,25 1.33 BMA Facilities Seattle, Washington Raving Ardsqzclurs JOU ND. �. 8LLiRKs SHEET NO. 7 2 APPROVED Br. DATE: 9/9/ ✓v 't/V G 2E `/, Z ,; //- Z.6- 1 ,1/ r 6 : 1,33 (, -75) r X5,9 KC,. .9 4 -5' 7 /9.2 /4/ Zog3 /N3 /9.2 ksc • r ti 9/ r 5, • pe fir. 76 . K. c , G�ti,'?r, • C/7'-/ -: /T T' Vv7 / � �r (77/ ) 7 S �� 2 9,¢ r7 - , 11`t' S2 110/1j5 -1■/7"- TO SG,•Rg - 87, S 1L/F-7-2. (i,-r> >c 1.647 Y 1..C.Pr - :1-211:-Fr 2 `- Ib -lv S = Ud = iZ �' i7 l2 = 9gi�v3 = 1344 . F ^= 41005; PG 4-6 13441:6- 13. Pt ,5,,,v > 73.7 6/c • F.* BMA Facilities Seottie, Washington Planting J.nftisclun Enginerin .34.18 NO. SYEET HO. Daaavr.p Y: (2.e. 0 ATE.: 9/9/ APPROVED Y: -77-/7 s-,(2./c._ 2 777E 27- CZ SG , / L- D G 70c-S N/ 0 7 Hici Ve_: / ','' /. A e.ov/.---: Y'r / (/6: , 77/E 43 L.. D G /S o sv o iii. 67(7 /C C C7/•4Aff.. / v E. • f= 3cx)o Psc: E5S /6/ CO/VC-R7Z: 9.2; 230 ps ?c:2Oc9P ¼> 2E0 P's- I • ' DK, C BEA1 /Rf/VCF 53.'7/7' .11'.././ C7777( c2\/ CO/VC 7a--"" v- C.-?) 5 f /c. ) Li/0c z c 'o (p) P, 7/. 7/. 9. a ( 30:20 1Y. •) 47 • •> z BMA Facilities Seattle, Washington J03 NO. Ocsago J . s_ SLEET NO. DATE: APAR° VE0 O. = I.! H._ 07/ MoM ivr (o 5 F el-OP 10e7ill L cy • , - //v • Z. , A - 4 1 9a r u s 7/), 17 51/.? ' -C9/..: A/ E /7-7- /V _"""r" B 1_5 F-- vv "7-/ A/4) (7 1,,\/ ;WM/ 4.4 • • r . iv/ (.2.5t? 1//-' F-- •' a- 3) -ry 1-- 121 • 7- , ; •••7'' •••• !". ••• i 1 1.:'. . Ptige 3 at 4 Report No. 4627 AN:.NOn OIA. (Inches) 1:. I.4 '/4 TABLE NO. II -1(8 -11 CARBON STEEL ALLOWA,P:.E TENSION AND SHEAR VALUES (In Pounds)'•' f t. :o'opsi ,Ls �oo0ptl Tension 1r . 4000 psi 1 nisei; 6000ptl wilt -�•lention ' Tension EMOEO. �Vliin( Withovlf Wllnr St,•t'oull We nn') 6 p. Into. un. Intp. She., sp. Insp. Sp. Into. Slit el 11'. 23 123 400 310 . 155 40N) •' 525 203 440 550 180 400 1'., (.2S (,25 . 315 411;1 1... ,115 :50 565 615 4(1(1 51111 N'5 1115 1111 _ 815 7III 443 875 81111 1.125 875 1..1 RI ----- 605 875 ! 1,29(0 645 875 1.450 1.150 875 1.300 65(0 875 1 1,1511 ('75 875 L450 1.500 1.23(1 „15 1,5140 l 1,165 080 1,500 1.625 815 1,5(1(1 2.00(1 I ,0011 1.5(0 2.2511 1.125 1.500 2.025 1,115 975 1.500 2.105 11081 1 ' 1,500 7.175 1.100 1,500 1,625 1 „115 1.5(1(1 740 2,625 1,150 ::75 2.625 2.14)1) 1,1041 2,0 75 2.50(1 1.250 2.250 1.125 '.625 2,070 1.115 2.625 1,1)91) 1,545 3,12.5 3.925 1.405 3.000 ; 1.500' :425 3:250 1,025 2,425 1.500 1.750 ' 2,625 1,5125 1.905 1. &50 ' 925 •7,82.5 2.175 1.090 3.125 2.500 1.250 3,250 1.181(1 1.500 2.750. 1.175. • 3, :.511'• 1.875 .1.640 • 1,750 4.501() 2.250 .1,250 5,51)0 2.150 3,75(1 1,8'15 1,2''10 4.425 2.115 1.250 ~5,500 2.75() 3.250 1.9;5 2,9(15 1.12.5 1.56; 6.62'• 1,800 1,900 6,815 4.375 2.190 7.(118) 5.150 2.625 5.000 2.500 7.0(1'1 5,815 2.910 7,000 6.425 3.315 7,000 8.250 4.125 6.2511 1.125 7.0X' 7.190 3.595 •7,001 ' 8.125 4.065 7,000 10.0(1(1 5.000 With/ wttrifitil3 Wdht .Wlthoull 50.Insp. Sp.Insp. 6neat Sp.lnt0. Sp.lnsp. _ Snea,.- 1,))' 1141 100 44)1 21(1 .111.1 3'111 4li0 ' 623 115 4111) 415 113 4110 625 315 44111 ;YS '4. 21,: .11:4 1:. 14: a/4 21/4 1,1(81 55(1 1041 1,750 875 (, 1.95(1 2'r, ��. 4 '1a 7 111, IN •. Oh • 8 40: 6 u 4114 725 7 :5 873 873 875 1,50(1 1.500 1.301 • 2.623 2.615 1.6 :5 3•50 3.250 3.25(1 7.000 7.000 7.000 ITC Ian /Inn:e 140th+ll And shtor values are tar an4ltur) i1111u11ed 1)1 stone op f6 ate 11161411 1131.41 11W comps •,ai+'e 1I)6nFIh 0111te tint or ln11ollal8' o. C:ollt•rete n(FleFule n1us1 Cnlllpl) with 11.11.C. Slanduid No. 20.2. , :1001.414006n %' !L44t ON only eppil.ruhln when the Ukhul1 le 1111t411td *•110 /pedal iniptcOnn o,• act hv11, n 5cellun'66 of the Cate. 1'I hc)c Icntian t.altf cue mdy 0ppli'ahh" u hen the anchor, are 00,101144 u'l(1MVl 1(leela) ln%peedon 4■111 (orlh in Se :lion ;4006( 01;00.14. •'I1)C 6dwlaled 401iles Drs rnr nnehnit installed a minimum Of 1: 00411014,Mleicr) on mitt for 1001 ,revers efficient.). SpwIni luny (. rodueed 10 0 nigher diameien pm4ldcd lb,: values art tedu4cd 50 Nrcem, Linear Iniarpolullun may be U'cd tot (Nttnitdlrle apatinit. TABLE NO.(II --AISI 304 AND 310 STAINLESS STEEL K6.l' ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)l•e 01761704 PIA. Ilnehall OGPfN WISED. (Manes) • l t ,r 4000 041 1 Yr ■ 4000,51 f' .' 4000 pi, 1 f"4' * 6000, I Ten Ion Shat.' Tension Shea Toulon WllnouI3 Sp. Insp. Sow , Tenalon 5n/1t Yfiht Sp.insp. WlII,0007 Sp. lnlu, _ Wilht Sp. In!". Wilheull Sp. Insp. Wliht ' Sp Inap. Wllhl Sp.Insp. WilhoUli Sp.Inlp. Ito 114: 30") 150 525 1 11i 130 260 1 5401 550 325 165 550 350 175 550 44 2 440 . 20 550 I 520 '1 520 260 550 520 260 550 114 11(4 520 30 550 1 570 260 • 5550 520 240 550 520 :60 550 1.150 . 'h. i!'1. 400 200 825 460 710 950 • 515 260 1.075 625 315 ':r 311: 87$ 440 1.150 1.025 • 515 1.250 1.1'ii 590 675 1.250 1,250 1 350 675 1.150 111 4'is 1.000 500 .1.250 1.250 025 1.250 1.350 1,. "•S0 + 675 1.250 11: 21.4 800 400 1.700 1.000 500 1.74(1 1.200 600 1.775 ' 1.250 625 2.055 1a 1 3'•- 1.250 6.5 ..085 1.625 $15 2,085. 1,000' 1.000 2.085 2.150 1.125 1.085 0:: (1 1.175 09P 3,135 1.765 880 2.085 2,150 1.075 2.085 2.550 1.775 3,085 'ir 3'.4 1.175 590 1.6: 1,50:1 750 2.875 1.700 850 1.125 3.115 1.800 3.000 900 1.500 3,115 3.125 'i1 4 1.750 875 3,1 15 1250 1.135 3.125 7.750 1.175 'r 1 2.250 1.125 141' 1.740 2.815 1.415 3.125 3.425 1.715 3.115 3.425 1 1.715 3.125 N. 114. 1,450 7 25 1.823 015 1 3.100 1,200 1.10;1 3.500 :;,450 1,225 .1.501 314 4':4 2.350 1.175 4.235 3.050 1.525 4.365 3,025 1.815 4.5(0 4.375 1.190 4,500 1 $ 2,7511 1.175 J.500 3.025 1.815 4.500 4.150 1,125 4.500 4.800 2.400 4 500 I d ": 2,915 1.145 5.700 3.615 1.815. 6.350 4.115 1.105 7.1X1(1 1 4.500 3.250 7.000 I 0 4.125 1.0115 7.000 7.(10(1 • 6.001 ?..000 7.(100 6,750 3.175 ' 7.000 6.875 3.440 7.0(10 I 0 5, 50 " .. 7,(+25 1.,500 '•'.750 i 7,000 ' 1+44.4........................... 8,800 - •••••4 4'+r{ , .4,400 .1.►7•••••• 1,000 .t1••••• 6,800 ,_,..t. 4,400 7,001 R.MATO T`Otwor „,I'T 1')1,41a1'ul,l•J tsnoolia Id 410,1 t 411,4) 1444') nn:0,'t' I11'10/41 :n 11■1)6 (4(,eyul: 4,'r,61416010'406 Inc 400:1., .,)4c 41)4ai111,•111411m of In4Wl)4: 1)n. Cun(ltle 3i(ICit11C nmtteun.pl4 u.s0 Stu r.4 26.7 0Th•: •e lrn.i.l:, ,•nhlet 11r4 1,14) 4ppll: 41•4 41' :111):, 4111,'+4d' a14 a1 Va11c( nigh 4(, )1).p:.• 110:, 4,' .;1 ineln in Se,3100 IN, of 1114 4,' : 'Ills 4: lens nn %,.Iu., are on!) uppl•,'0'l: 441 :en ill 'r'O,''1. r; 1044114,0 o ulv,.n '4,.'.:1 Irr) 4:60,, x• eV, low, In Inn Yin 011ie 6o ... •'I 116,:11.v1,nt'J 411UC1 ON for 46:h!1), )p,:,lltd 4It: .1ll:urhn, (2 **eh:* inemele4' 'r 660:4Int IIS, 1'.'14'411'vl'tl:Ien:y. SI1:q•Init rt.y l.: ,$,)u4'44 1a 1. ,0411,') siNIIW76'4 ptae.u:e 111: 431461 tee 14/141411 31, pct: re., (.1•'e:t 14h:11m:411ms nit l•: 0164.1 1.', n ,''a.e4l.oe REI:C1''E( FF•01' 1 206 061 o21' :.'CO. 1 ? '80 15106 F, 4 8,, LONGITUDINAL DIRECTION Ow* • FB 1/2"X8X5 3/4" BASE PLATE 9/160 HOLE FOR 1/2"o KW1K BOLT EMBED 4 1/2" (TYPICAL) FIG. 11-4 / FROj'j IIiIRTHEF,•I1 STEEL, SER. 8.28.1991 1012E P. 1 • PQSPARED BY GUS Y. SUASuN DATE Laid METAL TEGUNOLOGY SHT No. !4 /�' 14 s /'. /Bf rid4' .- Q, TH E ' PIN DEAN BRACKET ALLOTSW, MOM, C,44. CS. ' P N! 1 N r W I Nr "s 'Pt 43-Q. dti'•r, x 4." • N0. NOT AKI[Av. -rt. y 4061 it G A t T M .$ 6 ' 4 fl _4 4 = t " ' I t="11.1111 .ill...■■•=10•1 (� 1t a 't ev- it 40 C etcF it1< t) u. 3.71 Z �z s Z. "1./4 .'7 0 C' 417 t Z ps, '15/14•15- c M ) nit, 141K is ,.5" SerK tA.T.1• 7S• (,,`t, s.> r t.I r �t.144) + .7 r e st e) 17,41 , S.9 9 t 2.‘,446 "II N•rtrdAr- 57'RK sS. R.a, %." 1,03 s?'REss 1 II Sec -nON A - A Po s 4e (,404•2.111, P� s 417%,13.. C. '5,71 t,7 ?au a t.7rj4.75 t "' ) Ps H'rtz47SCS.71'.).1. 4.7Fat,4..1#1') Pt.') .7S-C41 tf, d' f' t 12.41 .4. 4..14+ . 3 aT a 41.91. I Nee 1tMAI.. STrt s S r. 55414 4., ( e %.115 3Tae.s s Post•1t' "1b�ran`d fax transmittal memo 7671 1« DI peso* jF ��� From �.�i. iv W' .. h10 4 Co. 30 1\ .1 r G Co. N L ti.., i`"v beet. Phone e . Fez# F4 ,... Fax 12 Le P -3 FF'C, •: NC'F : :THEF :H STEEL. SFa. r Loot METALTECH., INC. LODI. 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LM 40 3 `'S 1,17115$ 1,1683 ,'7 rte 1,x161 I,00y '3.42' 1,8.46.'7 1.0778 ,1V5 •.. � . -1111 1111 _ 1111 r. 1-M 4 5. 3 45'4 :1 /,571< r._. S;1, 2,3953 1. PM.9 1,1r74, 2 °p¢5'_-- ,9i~.`Z 1.'s7s`7 2,9/ -C M 40 - ..• _ -p G4 S,z4'64 1.665"9 /.7¢29 5',//7 -.r sr .l 8 Id_ ./ 2.5.ol. LM 4b/ • 3 . 2 0,Z :641 3,246.1 2.1E+45= 1,t.75 4 4n, t wz.,,� /, 9921 /.7p t- 2.g e 6 -3 ._ = 1 ; ; � : _ = • " y ., . ;. 'Z.40-r/ .!.4" G 96:•°'" '•" 719 -F}. 67b-51.0 2.,7/, 0 7 ``1 0 12: Z t 5 P-- r^ City oi Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0105 (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 oTukwila 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, �-51Z The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677. Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0105 Tenant: 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 ....... . 0 . K ] 2 [PHASE: ,"E "`ONLY ] 3[ ]. 4 [FIRE`' PLEASE REVIEW. AND COMMENT. ] 5[ ] 6[ BY ,KEN- ] 7[ ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa 03/18/94 F1 =Help, ESC =Exit current screen. r DETACH TO DISPLAY CERTIFICATE -t-y I �l: SS2S3._ !ruuu....u.0 ..............u.... ....v..,.,yu..1....�uu..uu.u.. nip,.. .uy.u.uuwu,.u►y..�.ti•1s.I,u..s ....YW".LL.. •=*u • 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 *29Ai9L• EFFECTIVE DATE. 01/01/.95 07/13/71 BOEING COMPANY, THE P.0 BOX 3707 MAIL. STOP 1F -09 SEATTLE WA 981242207 STATE OF WASHINGTON F625.052.000 (3.92) -..... ..,,,,... µ„Vi ..,. ,...,,., . ..... ..........:..� ��.�T L DETACH TO DISPLAY CERTIFICATF . V44)4.:4. rob tS*t&.fl*JSS-$ /ae■ _. 8M./...■• 0 • aDIMOAO. VOMONISMO.M.INAMIMMOWNIMAIWINMO•Will ■••••■••01101."..1.*•*.meaw,../AM.............10.0•440e.1114.1.041■WWWWIIAMINA..41.040WW,WW.- - .11.111111011.1alftrayyliaqn ••••11.141.141.110.0.11.M.M•••••••..1•1007.....I. j ri _ 170-0 PRv WO PRVD BD. 2-51 CLOPAK 2-5 ie ITIL rsai •tz......t..rett2r.s_14Mirar RhN,• no atilIonfa 012118014 EXIT PATH > DIRECTION 0 EXIT iatirtirea"—ssiTemiat 0 POINT OF EXIT FROvl 3UILDING OCCIJPA 10,150 OC( j. 41122.4P1 KEY PLAN CITY 'OF -i-UKWILA 6 PERMT CC:NTER 4....1.■••■•.1•110.10,W3.1.04.1.0.1•11.4.0••00.1110......■•••••••••11 011.11MOMIN..061.0•Nr.b RE VISION 8Y APPRovr.o. DATE SY". REVISION LI.,Wes• El AUBURN, WA. 98002 EVERE TT, WA. 98201 sfirigelvAIW KENT, WA. 98031 FACILITIES DEPARTMENT LJ PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 . , DRAWN BY DIVE SLISPTLE FIRST FLOOR COMPOS TE IASI RCNSION STTADOt. DATE ACCEPTABILITY A. SHAPRO 03 05 94 SHEET THIS orsIGN AND/OR CHECKED EXITING PLAN spEcif,cATto,lt S A' PROVED --. EWA. TITLE Al APPROVED Br DEPT. DATE A. cHAPIRO 03/0.5/94 , CHECKED ARCHITECTURAL MASTER ONO Of rat"..0:N 4141111.111v [11 9 10 8 4 kiln Li 1,11 I I 14'0/1 I II Oil kill lin II I I At Tiqr 11" 11(0'Itt, R711 • t I I 4 5 6. 7 Hots: If the olOrOfilmed documelat is less clear than this notice, it is due to the -quality of the *riginal docurnt. L.Z 9Z 5Z 47Z ; zz oe 8l LI 91. Si 471, Cl ZL 111111111111111A1114111A11111111aLl11111.111111111141446114111011, 1111111114 r 6 la a t figgitialata/1444114BEWICiiiiiiititiMBIZMUMNIM • 99 '4 Ur � rI e- n VICINI TY MAP 1 21 I t C F • \v\\_. -_ \\\ wv \, % r . )/ LAY MAR ',A. AA' I ( ' Hi 4 A •. A f'f A; (WA A;•,)oh, \ \ h' t DEV(_LOPMLN 1 AL. CEN TER M KRY IMP 05, JOB #11 7C083=CC BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILLA. WASHINGTON 98108 AREA MAP , Ii )' VVI `� I�' \ )!\ A\ „ / Bq40(o5 Al, EAST MARGINAL. WAY CORPORA TL- PARK 51Y Nt 1ASv` N NV DA'I S 'UA •I v sow v:vw "tv)0 BOStW FACILITIES DEPARTMENT (.,, �. .' • • f ' (CI NE-- -I�AL \()-1[ A .K ,r ' PHO,JE-.CT Cf ILCKt yt,A 'V i' , Irr r r j) err,'. ' rr AUBURN, WA. 98002 1E. VE_RE T r, WA. 98201 KENT, WA. 98031 PORTLAND, OR. 91220 TRENTON, WA. 98055 ■ SEATTLE, WA. 98124 �)IHAWINC INDE X NO. ;W,. ',;I C.1H! r r Al 21 •05 11 A% r' P. 1' ( IIIIIIIIIIIILLealO 1 understand that the Plan Cheek subleCt to errotS and nyniSeloMOM not autnonte the r -'.ans does or o,e;nanee. r acted code of • , (Norio ``u actor's copy { By CODE SUMMA RY A'd.) Li ;( Rr, l;_) :Mil A 'JUI, YE 1\A • U • tt MA' Wr A V 4(; . ry, A c11v of so O E ; R MA 9 tel BOIL 1SION NIC C Of TENE) UKWI A FINK 1 6 1994 PERMIT CENTER .'ARA (r:,,V ; ;,`, ACCEvUB(utr A•.r - -- - -- _— - .._ -_ -. a- ;)f "... `nA —t /mAT. R. �, rlAr_H, - i RD - -- - - nA'1 OI /0J /i:Ay L ^'./'-/9A I I t II rl E SHEET -- rYYON irnm. 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RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS Of SOON AND /OR SPf CR4A'UN is APPROVED DRAIN Or A. SHAPiRO 03/05/94 CHECKED SumnTLE FIRST FLOOR COMPOSITE EXITING PLAN APPROVED Dr DIP, DATE EWA A. SHAPIRO 03/05/94 CHECKED APPROVED APPROVED TInt ARCHITECTURAL MASTER BLDG. 21 -05.1 COL. CORP. PARK LAST REysai 1 moot DAR Al Of JDD NO. 147008-000 DRO No. 21- 05 q _ o Or . r - A rs rea r rarjr , KEY PLAN N RECEIVED env of TUKWIEA MAR 16 1"'1 prier 0104TER REVISION Or APPROVED DATE s• It VI SO( Ir APPROVED DATE BOE /Ala FACILITIES DEPARTMENT L] AUBURN, WA. LI EVERETT, WA. (] KENT, WA. D PORTLAND, OR. RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS Of SOON AND /OR SPf CR4A'UN is APPROVED DRAIN Or A. SHAPiRO 03/05/94 CHECKED SumnTLE FIRST FLOOR COMPOSITE EXITING PLAN APPROVED Dr DIP, DATE EWA A. SHAPIRO 03/05/94 CHECKED APPROVED APPROVED TInt ARCHITECTURAL MASTER BLDG. 21 -05.1 COL. CORP. PARK LAST REysai 1 moot DAR Al Of JDD NO. 147008-000 DRO No. 21- 05