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HomeMy WebLinkAboutPermit B96-0107 - BOEING #21-03 - STORAGE RACKSCity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0107 Type: B -RACKS Category: Address: 3417 S 120 PL Location: Parcel #: 102304 -9068 Zoning: M1 M2 CM Contractor License No.: BOEINC*294ML Status: ISSUED Issued: 05/06/1996 Expires: 11/02/1996 Suite: TENANT BOEING #21 -03 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/ IF-09, SEATTLE, 'WA 98124 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S46 -87. SEATTLE, WA 98124. ** k** k********A 4 * ** * **** *•k **** * * * * * ** * * * ***** ** *k ** * * *`k * * * *•k * * * *•k * *** * **** Permit Description: INSTALL FOUR (4) SECTIONS UBC Edition:: 1994 Va1uatiOn:: 400.00 OF PALLET RACK. Total Permit Fee: 54.00 *************** * * *•k * * *•k* * * * * * * * ** * * * * *. *•k ** k• k* * * * * * * ** * * * * * * *•k *•k * * * * * * * ** ** -�- 1 Permit:..Center Authorize Signature. Date I hereby . certify 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 bujJ..1ing permit Si gnature:_/-2._/. Date: -5;6 Print Name: Title: This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DEPARTME DA TE IN `':DATE APPROV REQUIREMENTS / COMMENTS- Plan Review Meeting 1- 1 - D 3M n4 i A 2nd NOTIFICATION INITL C4,f )4 BUILDING - initial review 3RD NOTIFICATION (CONSULTANT: i-Z - ! ) ROUTED) Date Sent - Date Approved - FIRE ��1 c;11 11p qg � FIREPROTECTION: °Sprinklers ° Detectors WA (IREDEPT.LETTERDATED: /, / G � ( ,, INSPECTOR: e ;' /'7 NIT: 0 PLANNING )IEFERENCE TONING: PAR /IANDUSECONDITIONS? °Yes 0 N FILE NOS.: NIT: MINIMUMSETBACKS: N- 5- E- W- ° PUBLIC WORKS UTILITYPERMITSREQUIRED? O Yes O No PUBLIC WORKSLETTER DATED: NIT: %BUILDING - final review 1 2 -% TYPEOFCONSTRUCTION: C_A CERT.OF000UPANCY^ °Yes p No UR;, FDITION (year): 1164 INIT: KI-61-1- BUILDING 5-2-Z. }_ clip INIT: AMOUNT OWING: 6 CONTACTED l -c L' l.:� - 1A I , � DATE NOTIFIED q BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER j9 (-o)o1 REVIEW COMPLETED CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME :EOJ2: l-03 �J SITE ADDRESS 1 ' cLlli 6 4 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. 02/15/96 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ Allow PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT # /D? 3 y'_f/ TYPE OF U New Building EJ Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage O Reroof ❑ Remodel (residential) O Other DESCRIB WORK TO BE DONE: ; (.1r-e-e/-` B ILDING USE (offs , warehouse, etc.) NATURE OF BUSINESS: AiRr'l ANFS WILL THERE BE A CHANGE IN UShI O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building:j - Tenant Space: Area of Construction: 2,AoJ WI L THERE BE STORAGE OR USE OF r-IAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: XI Sprinklers jg Automatic Fire Alarm System PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98124 -220 CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE /'.... D _ ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPI Ir'n 1Ic'N 141 rr f II I F. U OLT T (:()1111 F r L1 n PRINT NAME TERRY BENNETT PHONE 544 -2975 PHONE 544 -2975 CITY/ZIP 98124 -2207 I HEREBY. CERTIFY THAT I HAVE READ AND:.EXAMINED T BETRUE AND CORK CT, AND .l AM'AUTHO ' BUILDING OWNER SIGNATURE + 2 OR AUTHORIZED AGENT 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 li 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 `J BUILDIN PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE... OTHER::.: TOTAL:* AMOUNT 1 1 .50 RCPT 0 DATE DUCAT ISP DATE APPLICATION EXPIRES 10-a3-ate COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS 1 1 Completed building permit application (one for each structure) Cn Assessor Account Number Two sets (2) of the following: n Specifications Structural calculations stamped bye Washington State licefejed . engineer 1 1 Soils report stamped by a Washington State licensed engineer: , l Topographical survey 1 Energy calculations stamped by a Washington State lcensed engineer or architect [1 Legal description • 11 11 u n NOTE: See utility permit application and checklist for specific utilit submittal requirements, RACK STORAGE n Completed building permit application Assessor Account Number 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 SUBMITTAL CHECKLIST Two (2) sets of plans, which include: n Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles n 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. 1 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS n Completed building permit application (one for each structure) [1 Legal description n Assessor Account Number n Two sets (2) of working drawings, which include:* • Site plan "-- ---•'- ■r (Oh plan, Sh closest hydr in k ca • Foundation plan Include access to Wilding, shows • Floor plan width and length et acne • Roof plan • Building elevations on views) • Building cross- section • Structural framing plans E1 Washington State Energy Code data 1 Completed utility permit application Six (6) sets of site plans showing utilities NOTE: Bullring site plan and utility site plan May be combined See utility permit application and checklist for specific submittal requket►lants, Additional topographical and soils information may be required N unique i site concidons. fs, l.i., change of isse) . • Exiltiq Len AINT fMp!�IC OvetaN b uilding plan . Tenant oo • Use of adjscent l (common waM) ta unt Overa dimension of,buidiing or squat, footage. Floor plan. proposed t i ant s pbos. • Tenant specs pMtn . with useof . each room l abeled. Exit door egress patterns New walls, existing wall, and walls to be demoished.• : Construction retil4 < :: Cross. sections sh`o Nirip wal and m Mthod of • attschment.for.ifoorand oriNrig:;.' :: Structural calculations stamped by a Washington State licensed engine may be required structural work is to be done (2 sets) • NOTE if any utility weds is to be done, submit separate ikty "permit application And plans REROOF Completed building permit application (one for each structure) Assessor Account Number n 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 ANTENNAISATELLITE DISHES n Completed building permit application • and location of. anterina/saldttia dish and method .at attachment • Structural caAl culatons stamped by a Washington State licensed engineer may be rtiquifed. • RESIDENTIAL REMODELS • Completed building permit application one for each stricture) or 0;.000 ..0 • d.scnbin� existing toof,material being removed, and I being hebiMad . tllka tknletter )s iequired prior to final inspection and sign-off Assessor Aaawr t Nu mber. (2) sets of NOTE A tie of the peemrh ication(One for each structure) Address: 341? S 120 PL 1 .;uite: Tenant: BOEING 421-03 Type: B-RACKS Parcel 4: 102304-9066 *******44******4444 44**14444******* 4****4 4*****4 4 * 4* 4 * 4, * * '4 A. * * ***** **A** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and_Lhe-Tple..wi,la ,Building Division. 2. AU permits. inspectjohlr,e6ordsh0-:a0Oroyeti plans shall be available at theAO6Stte prior to the'startof env con- struction. Th,eSe!„ to be maint'ajned,and avail- able until f.,tiiiir*inspecfOnipproVal is grante1:-; 0. All construWOn tpi';be APp plans and4,!.*:Auir'emeiits. of theUntform Bditding Edition as ardencte,&.- 4. he issuance of a permit of plens and coMOdtations shall not strueA/ a permit for, or an :approval of a0„-roff provis4OnS''Of$the building code or of:any othportttnance:.of the juri No permit'presumingvto violate or cancel the provisions • • ■./ C. CITY Of TUKWILA Permit No: B96-0)07 Status: ISSUED Applied: 04/23!1996 Issued: 05/06/1996 `+++4++++*+*a*++*++*+*.F+0AA+++++a+*A*A+A.+kA+.1*+* Accoxnt Code 000/322.100 000/345.830 000/386.904 CITY OF TUKNILA. WA | lR���l' *�+++++^++**+�*+�**a`~*��a�� lANSMIT Number: 96004035 Amount: 54.00 04/23/96 13:0 9 Pnvment Method: CASH Notation: UUElW8 In 123 Permit No: B96-010? Type: 8-RACKS RACK STORAGE PERMIT Parcel No: 102304~9068 Site Address: 3417 S 120 PL Total Fees: 54,00 This Pi 54.00' 'Iota' ALL Pmts: 54.00 Balance: .00 *1 Description BUILDING - NS@KES PLAN CHECK - IONIZES 8TAlE BUILDING SURCHARGE Amount 30.00 19.50 4.50 GENERA 30.00 GENERA 19.50 GENERA 4.50 TOTAL 54.00 CASH 54.00 CHANGE 0.00 4863A000 12:15 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila Fire Department (4 /k/fn Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name �) �6l . - Address `//'> 3 / t) if _; Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Project: -Z-( O3 Type of inspec t � • , jV1A- t {' i Address :' .�`' s , ( p t r Date called: 3 C�.* • Special instructions: Date wanted: _ , a.m. Requester: m' 16,E" Phone No.: --- S — c Z 2-01 Approved per applicable codes. COMMENTS: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 II . Inspector, ♦ y '� ,� l 0(0 11 PERMIT NO. Corrections required prior to approval. 6 1q1 - 37 - pap $42.0 REINSPECT!O E REQUIRED. Prior to inspection, fee must be paid at 6300 Southce Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tra` Zt�e� ' ` a' t S ccf . X BOING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -03 BUILDING DEVELOPMENTAL CENTER SEATTLE, WASHINGTON STRUCTURAL CALCULATIONS FOR PALLET RACKS JOB NO: 767293 MOSEN ABDI APRIL.,:4TH, 1996 THE,BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL G( G. " MCKI Y t-41R4- RECEIVED CITY OF TUKWIIA APR 2 3 1996 PERMIT CENTER EN4R. J f 17/ REVISED DATE 14-704-G 5LOc44'TE 7-° L"- • r 1 I CHECK Kea_ I/4c APR API BITE //VG SCUPS - 1../ /5* /1/wq L -YS /.s L ieM /N&S TWE sTieucTC/� L AP5 c VAC y ©• L - O D / ( 7,4 L 7 GH. 1 L L E T RgcK 70 1/i1 /THsr/9^YID ,N (/N /` OVGY 0157Z/eu Te, GD,9ts of 6000 71-1 s l 4' L K /c ' 4 W /7 7 S//E GP" sPi4c /Nom' @ 4 ; g ' AND O / /CeF E S l2; M1 i2 I L DI 6007 2070 ORIG. 6/73 ASTM AS7O F =- 4Z K5 UN I Rx A &pC , cac 1954- U16 .C, ST ' 94 [306/ NG. rte/ L iTigs poc, D /8o -- /4302 -3 MGR. J •GNGW f 2194 REVISED DATE 1 4.7Q4G -tom 51.QGPrl I✓O L• FA-73 73 a CHECK ►Z!{ 4' VAC AIR AM " BOEZA/G M /N � DI 5007 2070 ORIG. 6/73 P L ti I II. 50•E F LL. Sc� 16 /s ELF' V/i71. . = - 75 1 1C99" 141_1_ 2500 lb f /68 8 g,-v, DL- 4-I, L. O c c s) -2- /4.9 /Hiv (I68) -z " E,}/' � vo CoN/V GT /DNS . So .. 1,07 .80 Mmo e. - 42.1 — ' /3/e1M 2500 / / o �s /W/ 14.9 /b /, ,l- I , 2-7 = 43-4- t e een/i ervo ( 4.4/)oz 10,8 J10•047 EN" J. g 4(Aij 1Z1,, REVISED DATE I 1 4 70£1 G 9G CHECK i'�i� 4 {/q C i 45 AIR 1 %3.6 0,17 0,14 0 , - 7.7 2 5 APR 1,00 0,130 3 144 2, c7S 370.8 0,5o 0.4 2 9G 2.575 247,2 0.33 0 i 45 2.575 1 %3.6 0,17 0,14 0 , - 7.7 2 5 '74I, 0 1,00 0,130 .. ...�� �.... 1761".E M /Ne (i/9' 7V/Zft L FORc g p157" GoM&'7 '72 /NEIL ptP 7I�r 6 1 oeeiz- z . �C v✓ 4e W ,lo3■ V. 0 , 80 DI 5007 2070 ORIG. 6/73 c = 2.7S Pry = 8 Mcrr , LA4P5 AgE Reg SE4/vt W= 3C25eo11),z- 3(7. - ') W _ 772 77ig L L. cry T /35/ s 5 s7e 6 1 ? 71-vs W C, G, OP WA s Gam/ Tv .4c-7 s mac. F hq 6 P , J10.047 ENGR. J.Eap' IZ 91,, REVISED DATE 11 704 6 4- CHECK 44 y AIR AM BOE4WG DI 5007 2070 ORIG. 6/73 kr oz ■ 0 —A. 7 < ►I o is 0 V 3 11 a • m 10 J15.047 3 1+1 sds"141,6 REVISED O. .5" 1.06 152.G 2 9G 5,15 494.4 0.33 0,7 G7,2 1 4S 5.i5 Z47.2 p , (7 0,¢ 1912 o IS 44t- 14832 /, 0 Z.16 239 r. EN" J . g4o,.J (L /94, REVISED DATE I4704G `T / C CHECK \�dt r APR APR AMP P A P 7 M /Ng °V Egw tirNS /N LA-7Vizi4 -1.. Pr �G7 /oN - 0 I• ° c x.75 Pyle G 3 (9,00 ' f 3(is ')= 15,4s )37S / = 2 / 2 /4. FaR TOTAL . RgcN LEVEL x(if vi/x (k) Wci x iNxhx /z.h/xhx M ovr. 39%""( /, l5) -- 2 74, M,eE 5, 3(6 4- /52 's) lay" _ z 8s, g T TR Y >� ! /oco Fv IS 40 Z85 1 *- Z74.9% 1, 5 (274...9 4-0 ( 2 o Kiff S) 2 ,1 co 7 /, 05 lG PtiIca t.1 - 71 1< W 1 , K w 5 2 i �/v/43E l6 1� 1,03 )? eF, I c go k. ETh T 4-627 ).00 �-� Fv 4(1.84 DI 5007 2070 ORIG. 6/73 Fc M ovr NG TOTAL I ► 5g K lcaj,4N J 1 047 EHGR. J g{/FZ/ J REVISED DATE 1 4'7°46 /� (� CHECK V.6 IY4C APR APR BOE/AW USE (2) ffl77 W /K W /✓1 /N' pETeRM /M6 FoRces IN 9.7 a 4 k - 7, 72' 4- 7.72 -- S . 9S f I, ?! DI 5007 2070 ORIG. 6/73 D7 7.72 Nu : 110 L,,41 gig L. Foj 77 1.-C2/4 p4,4 x P &E M l2 239 IC IN t4ovr • ,COLT - ,4 I .Co 4-7:r Mai, 015e a uemeL te'4 7W) O CatC. SG-A ON G le„bo 4 e24 " ©,c, REF PW 7 021 -a s -Ic' $T. S r 7 CO/ /t4N CAG15�A BY L Or9•Ds I4 oN ?4c-le oni Go�vMNs J16.047 PALLET RACK DESIGN VERSION 1.1 BY JON BURKS BEAM INPUT Md+i ctn.' 43.40 (k -in) Md +i end. 10.80 (k-in) Mseis - 17.50 (k-in) L - 168.00 (in) Fy - 42.00 (ksi) LOAD - 5000.00 (lb- shelf) w - 14.88 (lb -in) S req'd - 1.73 (in'3) TRY LBC55A Sx - 2.76 (in'3) Ix - 7.79 (in'4) Mn - 115.80 (k -in) Ma - 69.34 (k-in) Ma > Mdl +ll OK CHECK BEAM FOR SEISMIC MOMENT Ma(4 /3) - 92.45 (k - in) Ma > Mdl +ll+se OK . h.• r ,,.�...r�.r.rwc�a�'MSHbAwSK.:; 159/ iAMJYJ+' JiM+ vtr.: Xta�x. MhSrttk+^+ xnuVwaaw...nzvA�mv+.u:+ca+hwtwa .......... ...... JOB f 147046 DATE 1/5/95 A r. +...�. roa .ww.ar..ur�raM�t.F.:.CWtTYan :4+.m+..�SN2Y4'Mtni CHECK DEFLECTION COLUMN DEFinax - 0.93 (in) DEFact - 0.68 (in) DEFL OK USE LBC55A INPUT (DL + LL + Stang) M - 9.60 (k -in) p • 5.07 (k) (DL + LL + Stran) M - 0.00 (k-in) P - 6.85 (k) TRY LM30 COLUMN UPRIGHT L - 48.00 (in) A - 0.86 (in "2) Kiang - 1.50 Ktran - 1.00 Rx - 1.25 (in) Ry • 1.15 (In) Sx - 0.92 (1n "3) Sy - 0.75 (in "3) .1 tt,, re• n ow.,..� DETERMINE COLUMN AXIAL LOAD (Pa) LONGITUDINAL DIRECTION Fe ■ Fn ■ Pn ■ SF ■ Pa ■ CHECK BENDING IN COLUMN Mn - Ma - CHECK BENDING IN COLUMN 86.13 (ksi) 36.88 (ksi) 31.68 (k) 1.77 17.86 (k) 38.43 (k -in) 23.01 (k-in) Fe ■ 164.30 (ksi) Fn ■ 39.32 (ks1) Pn ■ 33.77 (k) SF ■ 1.74 Pa ■ 19.43 (k) Mn ■ 31.58 (k - in) CHECK COMBINED STRESS P /Pa + M/Ma <■ 1.33 P /Pa + M/Me - 0.70 OK DETERMINE COLUMN AXIAL LOAD (Pa) TRANSVERSE DIRECTION 9 Ma - 18.91 (k -in) CHECK COMBINED STRESS P /Pa + M/Ma 40 P /Ps + M/Ma ■ USE LM30 COLUMN UPRIGHT DETERMINE THICKNESS OF BASEPLATE 1.33 COLW ■ 3.00 (in) COLD - 3.00 (in) BPW ■ 7.75 (in) BPD ■ 5.00 (in) EXT ■ 2.38 (in) EXT- (BPW-COLD) /2 0.35 OK PRESSURE UNDER BASE PLATE DUE TO AXIAL LOAD & MOMENT PAXIAL ■ 130.84 (psi) PAXIAL■P /(BPW*BPD) MOM - 63.93 (psi +-) PMOM■M *2 /(BPW *2 *BPD) BASE PLATE UPLIFT PUP ■ 66.91 (psi) '(IF NEGATIVE THERE IS UPLIFT) PUP ■ PAXIAL-PMOM MAXIMUM PRESSURE UNDER BASE PLATE PMAX • 194.77 (psi) PMAX - PMOM +PAXIAL ARM • 5.38 (in) ARM- 8PW -EXT LO - 11.81 (in) LO - PMAX *BPM /(AMAX -PUP) PRESSURE AT FACE OF COLUMN PFACE - 155.59 (psi) PFACE ■(PMAX - PUP) /BPW *ARM+PUP PUP>0 PFACE -(PMAX (LO- EXT) /L0 PUP40 BASE PLATE BENDING MOMENT AT COLUMN FACE MPL - 2562.40 (lb-in) BASE PLATE THICKNESS • MPL - PFACE *EXT'2* BPD /2 + (PMAX- PFACE) *EXT'2 *BPD *2 /6 THCK - 0.34 (1n) THCK - (((6 *MPL) /.75 *36000 *BPD))'.5 1,15E STANDA - D // i X 5"x g II aq s E P4.0475 -, REFERENCES UNIFORM BUILDING CODE STANDARD 194. • S*Fy SEC 27.915 EQ(15-2) MA ■ Mn/S SEC 27.915 EQ(15-1) DEFnex ■ I/180 SEC 27.1104 DEFact ■ 5wr4/384EI Fe ■ p1'2E/(KI/0"2 SEC 27.916 EQ(16-6) Fn ■ Fy(1-Fy/4Fe) SEC 27.916 EQ(16-3) Pn ■ AE*Fn SEC 27.916 EQ(16-2) SF ■ 5/3 + 3/8(Fy/2FE)'.5 - 1/8(Fy/2Fe)'.5 Pa • Pn/SF SEC 27.916 EQ(16-1) 12. WELD L Y LY L Y -=x I 1. $7S 5.5 10 3 1 5G, , 55 2 S'.S 2.75 (5,13 41( 1 3.8G 3 2. 75 O O 0 / , 73 9- 4- 2 S * ! 6 5 a 1875 4 3:5" 14- 1.06 G l 4.75' 7 l 9 0,25 E (O.; -44 0.7 1G2.2 21.78 ENGR. J . 13(AR.4C.s /2.1. REVISED DATE II-704-0 .... /� p RE c - E --rczN 1C � L FA 6 /3 CHECK / / ( V4 APR APR BOE/A/G GHECK GPI p/;G/ r D, 14 51/2S' e EA/ b � P " WELD DI 5007 2070 ORIG. 6/73 A i35 r = .7 f (--TG) 1 707(4►2S/) GG,351w ,SG nv LY - 44` 2 G7 l :T._ 21.7 8 t LY J15.047 Ellett ,J B Ne (5 1 2- /94 REVISED DATE C� 4 7o � R E LO AT 'M it- L FA 5 /4- CHECK �(�r APE APR BOE /NG -Fb f,>n- ; t -PI, _ Fv nl' nn7 7070 main R/79 ? = /289 L 33(l 6. 81 s _ 22, 3 Ks(' 14.G CW"C-- S‘,/e/13 re:i2 s �� . 7wO WAY stt Ac-Z v� = 4T bod. 0 2[7 - 4 vim_ to•46 G ovc 3/. 9, / I<' 55 :76k > 28,3 K- iN O k /0,6 �7,5 C S, S 2.67) *i✓ :b /h, ( 14.9 f- . Cr) lrog I, 12-89 Ib z 70 7(.12 2, 7S t ¢ t g7S 1,P70 ,98 g -F 13 ,/ ,4r, 4( 42.1es ;) = 1 (v, 22, sr' C/ 4- Pm/ Co/V/VEcT /oM P ' 1 # ' 26 - M. —. !O. g k _ -i- 7 . S ' ' = 1= 28 , I`' kv SS. 76 '"' sz /S s rsc' corlC,E? 7E CzeAti VV/-4 4 Q. 24 " 0, c , C. vi. fa EP: nw6, C7Ll- 0O5 — /000 sl7 = "Sc o , ,SAS` . vc4 = .75140 +I.1L f 1,1a(I 750, 4 (, +) . 1 , 3; Vv 9, IC ris.e ENGR. J J. ell (719 f REVISED DATE 14701-G J FAR, R 5 /, °C/4 -T" ( 1 / ", 1 c / ✓ CHICK VektL l/ASS" AIR APR BOE/NG C Pe.-/ ©N SLf�B wr. /So '" / F73 ( 8X2 / ) - /00 16 117 7 -r Er PCB S) ro 1OSo _ /5,g = 4 Ff SO I Do ,b / /Y)O/VE/VT To sG no = /00 4/Fr-z- Op") 2 M 0. = 400 rb- iN (l 4) = 350 / N (9,9C eSi) .13,:v Z ¢- 84/ My > 0 Mh O,e g3 " 7. ¢ 'c',w ©.�.. lb -Fr Pri _29 D 4e 29 " ©•c. relf 4'1 / N 85 3> I d ` 4 " M d - ��i� BEAM SECTION PROPERTIES PREPARED BY P.S.Ttngei DRANLIG NO, R DATE 14 SEP.'93 REVISION NO. DATE BY MODEL t fn H In 0 In I In' S In r In IY In Sy In ry In AREA Inz L9020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 L9035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 L=C50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 -* LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 � . 55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1 .049 1.995 L8F356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 LBF354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1,035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 L8F453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 . _ 2 3/4-.. - 4..7/8 1 7/8 - . ,.- x { D H x I lb; COLUMN SECTION PROPERTIES PREPARED P. s. TLnge8Y DRAWING NO. R -2 DATE 16 JAN.'92 . REVISION NO. DATE BY A 15APR'93 PST MODEL 4.. C H in 8 in X in I In' S in r in Iy In Sy in ry In AREA In LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM 20 .075 3 3 1.435 1.023 .682 1,263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 X.075 70 . 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20' 5 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 r LM30/15' Q 3 4.625 2.789 2.126 1.417 1.23 3.052 1,094 1.473 1.384 L 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 '_m30/30 0 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 -... I PRIMARY �--- COLUMN HACK -TJP COLUMN PUNCHED UNPUNCHED .87 ( ..- --1 B 17-.53 , y B i• .23 1 .75 1 ,� T H j H .67 T- X X X I _ , X •I J . I , LM LM 8 BEAM BRACKET MOMENT CAPACITY 6" THREE PIN BRACKET P = fu. A = 40(.09281) = 3.712K P2 = 2.75/4.75(3.712) = 2.149K P3 = .75/4.75(3.712) = .586K MOMENT = 4.75(3.712) +2.75(2.149) +.75(.586) =. 17.63 +5.909 +2.93 = 26.46 k —tn. NORMAL STRESS 26.46(1.33) = 35.20k -1n. SEISMIC STRESS 6 C c Ti �»— 3 1/4 +l /clxr.. MNI: PREPARED BY P. S. r ngci DATE 1 6 JAN.'92 NO. A DRAWING NO. R-6 REVISION DATE 13APR.'92 8" FOUR PIN BRACKET P f w A = 40(.09281) = 3.712K P, = 4.75/6.75(3.712) = 2.612K P2 = 2.75/6.75(3.712) = 1.512K P3 = .75/6.75(3.712) = .412K MOMENT = 6.75(3.712) +4.75(2.612)+ 2.75(1.512) +.75(.412) = 25.05+12.41+4.16+.309 = 41.92 k —In. NORMAL STRESS 41.92(1.33) = 55.76k —In. SEISMIC STRESS 13/32 DXA 11/32 DIA 11/16 5/8 DIA BY PST 2 NET AREA= 4D - . 09261 in2 C1010 COLD HD QTY. f w =40K (ASTM A354 -79) jai rd f. s 2000 psi f. s 3000 poi f. s 4000 psi r', s 1000 Poe Tension Slam Tension Shoes Torrron SAW Torreon Slow tan& Sp. Insp. Without' Sp. trap, WMAe Sp Insp. Without' tip. Mop- WNW Sp. Insp. WIlhouti Sp. Insp. yawl Sp. Insp. Wltlrouts Sp. Insp. 1 /4 1 V 300 150 525 315 156 540 325 165 550 350 175 550 1 /4 2 440 220 550 520 260 550 520 260 550 520 260 550 '/4 33/4 520 260 550 520 260 550 520 260 550 520. 260 550 3 4 1 % 400 200 825 460 230 950 515 - 260 1.075 625 315 1.150 • 3 4 2'h 875 440 1.250 1.025 515 1.250 1.175 590 1.250 1,350 675 1.250 3 /a 4 1,000 500 1.250 1.250 625 1.250 1350 675 1.250 1350 675 1.250 1 /2 2 800 400 1,700 1.000 500 1.740 1.200 600 1.775 1.250 625 2,085 1 /2 3 '/2 1250 625 2,085 1.625 815 2.085 2.000 1.000 2.085 2.250 1.125 2.085 1 1 2 6 1,375 690 2.085 1.765 880 2.085 2.150 1.075 2,085 2.550 1.275 2.085 5 /1 2 1.175 ' 590 2.625 1.500 750 2.875 1.700 850 3.125 1.800 900 3.125 5 /s 4 1.750 875 3.125 2.250 1,125 ' 3.125 2250 1375 - 3.125 3.000 1.500 3.125 5 / s 7 2.250 1.125 3,125 2.825 1.415 3,125 3,425 1.715 3.125 .3.425 1.715 3.125 3 /4 3 1,450 725 2.700 1.825 915 ' 3.100 2,200 1.100 3.500 2,450 1.225 4,500 3/4 4 2350 1,175 4,225 3.050 1,525 4.365 3.625 1.815 4300 4375 2.190 4.500 3 /4 8 2,750 1.375 4.500 3.625 1.815 4.503 4,250 2.125 4300 4.800 2.400 4300 1 4 2.925 1.465 5.700 3.625 1.815 6350 •4.325 2.165 7.000 4.500 2250 7.000 I 6 4.125 2.065 7,000 6.000 3.000 7.000 6250 3375 7.000 6.875 3.440 7.000 1 9 5.250 2.625 7.000 7.500 3.750 7.000 8.800 4.400 7.000 8.800 . • 4.400 7.000 hi DEPTH (IMMO I'. a z000 tot I a noon poe r. • 4000 pat r•. . 1000 Pee Torreon Sew► Torreon seer Tenon Sirsr Tension ~" Slow Sp. Yep. > • PPP. Ep. IIPIL $o hulk SW Yep. se Mr0. $ See. MM. '/4 I /s 250 125 400 310 155 400 . 360 180 400 440 220 400 '/ 2 525 265 400 • • 550 280 400 590 295 400 625 315 400 - '/4 33/4 625 315 400 625 315 400 625 315 400 625 315 400 •4 le At 500 250 925 615 310 975 710 355 1,025 800 400 1,025 3 4 2 1.125 565 1.100 1210 605 1.100 1.290 645 1.100 1.450 .725 1.100 3 / a 4 1.250 625 1,100 - 1300 650 1.100 1.350 675 1.100 1.450 725 1.100 'h 2 1.100 550 1.810 1.230 615 1.840 1.365 680 1.840 1.625 815 1.840 t /2 3 1.750 875 1.840 2,000 1.000 1.840 2.250 1.125 .1.840 2.625 1.315 1.840 1 /2 6 1.950 975 1.840 2.165 1,080 1,840 2.375 1.190 1.840 2.625 1.315 1.840 sIs 2 1.500 750 2.875 1.750 875 2,875 2.000 1.000 2,875 2.500 1,250 2.875 3 /1 4 2.250 1.125 3,125 2.670 1.335 3.125 3.090 1.545 3.125 3.925 1.465 3.125 54 7 3.000. 1.500 3.125 3.250 1.625 3325 3.500 1.750 1125 3.925 1,965 3.125 3 /4 3 1,850 925 3.875 2.175 1.090 3.875 2.500 1.250 3.875 3.000 1.500 3.875 3 4 4 2.750 1375 4.225 3.875 1940 4.225 4.500 2.250 4.225 5.500 2,750 4225 3 / 4 8 3.750 1.875 4,225 4.625 2.315 ' 4.225 5.500 2.750 4.225 5.925 2.965 4.225 1 4 th 3.125 1.565 6.625 3.800 1.911.., 7.125 2.190 7.625 5.250 2.625 8425 I 6 5.000 2.500 8.625 5.815 '1.910•' 8.625 6.6 3.315 8.625 8.250 4.125 8.625 1 • 9 6250 3.125 8.625 7.190 - 1395 8.625 4.065 8.625 10.000 5.000 8.625 Page 3 of 4 P t i.. r' J TABLE NO. 11-KB-11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) Report No. 46: 'The tabulated tension and Shear values are for anchors installed in stone - aggregate concrete having the compressive urength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2 These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III -AISI 304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) " 'The tabulated tension and shear values are for anchors installed in stone - aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. 2 7hese tension values arc only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 These tension values are only applicable when the anchors arc installed without special inspection as set forth in Section 306 of the code. `The tabulated values are for anchors in Called a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. Dear Sir: City of Tukwila Fire Department Fire Department Review Control 44896 -0107 (512) May 1, 1996 Re: Boeing Company Building #21 -03 - 3417 South 120th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 3. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 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 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 8101) 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) • John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 2 High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler de n ity .T,..,14,:, a, i..._ _ l', ., ..; b the r ii e rr e Bureau. (NFPA 231C, 3 -2.3) 4. 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, � v The Tukwila Fire Prevention Bureau cc: TFD file ncd C City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON !;•?"•••• • ' J i A X SF , ATTLE 1312442207.: '7'-'.`"*. • .- - • • .- ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES M RECKON BY APPROVED DATE sTM REVISOR BY APPROVED CEE AWESW� FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑EVERETT, WA. 98201 ❑KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑RENTON, WA. 98055 ■ SEATTLE, WA. 98124 AGGEPTABUTY "Fl A ny ` " APPROVED o pVED RAMSIB MILLS `A SO DR TITLE SHEET UST EV Wi Is DA E 9<E Al APPROVED V DEPT, . DA MILLER 04.04.96 n ILK BUILDING 21 -03.1 ARCHITECTURAL MASTER D.C. CHECKED A ' p 767293 00 APPROVED a -4 APPROVED °" Na 21 -03 —A1 a MKS C2 VICINITY MAP _ N-01 PROJECT SITE A CC ES S 599 TUKWILA 99 7 -in KING COUNlY AIRPORT OFFICE CENTER PM) 99 FROM SEATTLE— TACOMA AIRPORT FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK DEVELOPMENTAL CENTER 900 156 FROM KENT & AUBURN EXIT 157 N NO SCALE 900 OE ROG AREA MAP I 21 -02 I NG RAM SHOP ARE BOEING DEVELOPM 9725 EAST v1ARGI \ TU '<WILA, WASHIN BLDG. 21 -03 ADDRESS 3417 S0. 120TH PLACE SEATTLE, WA (EAST MARGINAL WAY CORPORATE PARK) 21 -01 I EFENSE AN EAST MARGINAL WAY CORPORATE PARK � SPACE GROUP a (J#767293=OO) E \TAL CENTER AL WAY SOUTH GTO\ 98108 GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS, 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS (IF APPLICABLE ) ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 —A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ❑ NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ® 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ® BRIEF PROJECT NARRATIVE PROVIDE APPROXIMATELY SEVENTY (70) LINEAR FEET OF SHOP FENCE (8' -0" HIGH) WITH SLIDING GATE AND MAN DOOR. PROVIDE FOUR (4) PALLET RACKS (14' -0" HIGH). PROVIDE EIGHT (8) SECTIONS OF 36" x 36" SHELVING WITH SIX (6) SHELVES PER SECTION (EVENLY SPACED). PROVIDE SIX (6) 4' -0 x 8' -0" x 1" STEEL PLATES. PROVIDE CONCRETE SLAB AND STRUCTURAL STEEL STRUCTURE FOR HVAC UNIT. FILE -----1 i grata ItUnt the Pl CI approvals1±Of`.._ ,01 rnrs and nn ,,: d oes not :pT c,.,... .,led Gaff or ._ , o- g 1eY 1 ., .,'tor'. ouPY of aPProv.. - ele /Red \ .. L1Rr_6 . f Permit No..-ea O O SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ❑ ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION DRAWING INDEX 21 -03 —A1 DRAWING NUMBER 21- 03 -1A01 21- 03 -1A13 21- 03 —A501 SHEET NUMBER Al 1A01 1A13 A501 TITLE TITLE SHEET FIRST FLOOR PLAN FLOOR PLAN SECTIONS AND DETAILS DATE 04.04.96 04.04.96 04.04_96 04.04.96 REVISION NUMBER ORIG A ORIG CODE SUMMARY LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS AREA /EXIT CALCULATIONS 2ND FLOOR OFFICE: STORAGE: TOTAL: BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION EXTERIOR NON— BEARING WALL STRUCTURAL FRAME ROOF SEISMIC ZONE WIND LOAD SNOW LOAD TUKWILA 1994 U.B.C., U.F.C., U.P.C., WASHINGTON STATE ENERGY CODE AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING GROUP B TYPE V —N (SPRINKLERED) 236,530 SF 256,948 SF 1ST FLOOR TOTAL: 36,000 SF OFFICE: 21,436 SF /100 = 215 OCCUPANTS COMPUTER ROOM: 12,318 SF /300 = 41 OCCUPANTS TOTAL: 256 OCCUPANTS TOTAL: 36,000 SF 32,647 SF /100 = 327 OCCUPANTS 1,020 SF /300 = 4 OCCUPANTS 331 OCCUPANTS GRAND TOTAL: 587 OCCUPANTS /50 = 11.74 LF REQUIRED EXIT WIDTH 12.00 LF PROVIDED EXIT WIDTH 30' -6" GTI OF WOO. 2 APPP 1,274 t1A 219NG BARRIER FREE Y SPRINKLERED , � UNPROTECTED E cn "' 1 —HOUR AT OFFICE; V —N AT WAREHOUSE AREA sO ' � I 1 —HOUR AT OFFICE; V —N AT WAREHOUSE AREA Grt rEr N 3 80 MPH EXPOSURE C APR K A 1996 25 PSF PERSIA CENTER sru REVISION BY APPROVED BATS S REMO. ev APPROVER OA re t ®`ZAKU FACILITIES DEPARTMENT ❑ AUBURN WA 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 acpEPrae�uTY EPEDfl °An° ' EOD IE P. DUARTE iz =te -vo suenn FIRST FLOOR PLAN UST rtEV. I DAM A 05720147 INSTALL PALLET RACK RACK REV. 1 (SIDE BY SIDE) J. BURKS _ E° SHEET 1 A01 B C2 PROGRAM SHOP AREA GMM 04.04.96 APP By DEPT. °.,E - BUILDING 21 -03.1 ARCHITECTURAL MASTER ALL CORP. PARK - PR B NB 910738 -02 APPROVED `M - 4.-fry - 21- 03 -1A01 L 1,q6oLoj FLOOR PLAN SCALE: 1 "= 3O' -0' E5 ) czD neki IIIIIIIIIII IIIII' CONSTRUCTION NOTES: -® LEGEND: GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE AREA OF CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. THE FOLLOWING MATERIALS IN THE AREAS ADJACENT TO THIS JOB ARE ASSUMED TO BE POSITIVE FOR ASBESTOS: A. FLOOR TILE B. SHEET VINYL C. VIBRATION JOINT CPONNECTOR GP P PR3 \1 ) D M AC -W- \NO0NIS10 RECEIVED CRY OF WIOV1LR APR 7 31996 PERMN CENTER 2 I . J 7 C ASWAN C C1 C2 PROGRAM SHOP AREA (J #767293 -00) BY GMM UP 01b1 APPROVED 03.08.96 UP UP APP FACILITIES DEPARTMENT V 50 1A13 A501 141314501 H -- - --- 4 SLIDING GATE 1A13 A50 42' -0 "± ' 2 I I* 1A13 A501 C' D PR 168 x 40 PR 168 x 40 PLAN SCALE: 1/8"= 1' -0" ACCEPTAB SRn PPISw APPROKO BY OFFS MEW P. DUAR ASP 1 - 90 SVOSISE a 0 a MS ©mm FLOOR PLAN LEGEND: GENERAL NOTES: BUILDING 21 -03.1 y -9b 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE AREA OF CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. THE FOLLOWING MATERIALS IN THE AREAS ADJACENT TO THIS JOB ARE ASSUMED TO BE POSITIVE FOR ASBESTOS: A. FLOOR TILE B. SHEET ANA C. VIBRATION JOINT CONNECTOR CONSTRUCTION NOTES: INSTALL FOUR (4) SECTIONS OF PALLET RACK (14' -0 "L x 3' -4 W x 14' -0 "H). INSTALL THREE (3) SHELVES PER PALLET RACK (4'-0", NSTALL TWO (2) AND 2) BOLTS FINISHED BASEPLATE FLOOR). INSTALL DI TWELVE (12) LOAD MINIMUM SIGNS EMBEDMENT). E GNSTO READ "MAXIMUM SHELF LOAD 5,000 LBS UNIFORMLY DISTRIBUTED ". INSTALL EIGHT (8) SECTIONS OF METAL SHELVING (36"W x 36 "L). INSTALL SIX (6) SHELVES PER SECTION. INSTALL WITH 6' MINIMUM BACK TO BACK DIMENSION INSTALL FIVE (5) SECTIONS OF WELDING SCREEN WITH CONNECTION KITS. ® INSTALL SIXTEEN (16) SECTIONS OF METAL SHOP FENCING (8' -0" HIGH). INSTALL ONE (1) 8' -0'W SLIDING GATE WITH 12' -0" HIGH TRACK WITH TWO (2) PULL HANDLES, HASP AND PADLOCK. INSTALL ONE (1) 4' -0 "W SWINGING DOOR WITH LOCKSET BOX AND UNICAN LOCKSET. PAINT ALL SHOP FENCING BDC1. 5. PROVIDE SIX (6) STEEL PLATES (4' -0" x 8' -0" x 1" x A36 STEEL). © EXISTING PALLET RACK, NO WORK. INSTALL 5' x 3' x 6" THICK CONCRETE PAD AND 48" HIGH STEEL FRAME TO SUPPORT A NEW FAN UNIT. © INSTALL FIRE EXTINGUISHER AND SIGN. RECENEO CRY OF TUKWILA APR 2 3 1996 PERMIT CENTER KEY PLAN ARCHITECTURAL MASTER N— U/1 -4.5 CORP. PARK 1 CO R9x ono 1A13 21- 03 -1A13 C6x13, TYP. L2x2x1/4 COLUMN, TYP. L2x2x1/4 BRACE BRACING, TYP. SEE SECTION B #4 @ 12" E.W., 3" CLEAR FROM GROUND 2' -U" C6x13, TYP ACCEPTOR LILY OR MN G.MILLER ER CHEMED MILLER 04.04.96 4.4 -N SECTIONS AND DETAILS 767293 -00 TYP. 5 Co SIDE ELEV., MECH. UNIT SUPPORT n SCALE: 1 " =1' -0 1A1,31501 SHOP FENCE GATE MADE OF STD SHOP FENCE PANELS WITH 1 1/2 "x1 1/2" STEEL "L" AT ALL EDGES SHOP FENCE GATE MADE OF STANDARD SHOP FENCE PANELS SHOP FENCE GATE MADE OF STANDARD SHOP FENCE PANELS 2 "x2" STEEL ANGLE GUTTER FOR GATE AT SOLID FENCE PANELS. WELD TO BASE PLATES AND TUBES SECTION SCALE: NONE / \ TOP INTERMEDIATE BASE CONTINUOUS WHEEL TRACK FOR GATE. WELD TO "L" 3 "x1 1/2 "x1/4" "L' SUPPORT FOR TRACK. WELD TO TUBES GENERAL NOTES FOR SECTIONS: A B, D AND E EXISTING ASPHALT PAVEMENT ROUGHEN AND CLEAN EXIST. ASPHALT SURFACE PRIOR TO PLACING NEW CONCRETE PAD 1 1/2 "61 1/2" STEEL "L" FRAME WITH TWO (2) INTERMEDIATE VERTICALS WELD ANGLE TO TOP OF GATE 1 1/2 "x1 1/2" STEEL TUBE BEYOND 16 GA SHEET METAL 16 GA. SHEET METAL WELDED TO INSIDE OF FRAME AT 6" O.C. "x1 /8" "L' 1 1/2 "01 1/2" STEEL TUBE BEYOND 16 GA. SHEET METAL WELDED TO INSIDE OF FRAME AT 6" O.C. 1 1/2 "x1 1/2" STEEL TUBE BEYOND 16 GA. SHEET METAL WELDED TO INSIDE OF FRAME AT 6 O.C. 1 „ 6 1 „ x1 /8 " 12 "x12 "x1/4" STEEL BASE PLATE 4 - 1/2" DIAMETER ANCHOR BOLTS 3" MINIMUM EMBEDMENT / \ /8 1. ALL STEEL SHAPES AND PLATES ARE ASTM A36 2. ALL WELDING TO BE DONE BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. 3. MECHANICAL UNIT MAX. WT. 500 LBS. 4, CONCRETE: Pc= 3000 PSI, W/C =0.55. 5. REINFORCING STEEL: Fy= 60 KSI. TYP. 6. PAINT ALL FRAME MEMBERS SAFETY YELLOW. 1A13 A501 T 3/16 END ELEV., MECH UNIT SUPPORT 1A1_31501 SCALE: 1 " =1' -0 COL. TOP PL. SCALE: 3"= 1' -0" 1/2" COLUMN TOP PLATE L2x2x1/4 COLUMN BELOW 1/2"0 A307 BOLT, 2 TYP. A501 A501 BRACING, TYP. SEE SECTION A BOE/eVG FACILITIES DEPARTMENT #4 @ 12" E.W., 3" CLEAR FROM GROUND EXISTING ASPHALT PAVEMENT ROUGHEN AND CLEAN EXIST. ASPHALT SURFACE PRIOR TO PLACING NEW CONCRETE PAD 3/16 L2x2x1/4 1/2 "0x4" MIN. EMBED. "HILTI" MK BOLT, TYP. - -BASE PL1/2x4x0' -4" COL. BASE PL• SCALE: 3 "= 1' -0 A501 El AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 O SEATTLE, WA. 98124 96" POST DETAIL SCALE: NONE 1/ 1 1/2" SQUARE 14 GA. COLD ROLLED STEEL TUBE 9/32" THRU HOLES TYPICAL AT 4 LOCATIONS CONDUIT BUTTON FILLERS AT EXPOSED HOLES 1 1/4" SQUARE 14 GA. STEEL TUBE SLEEVE PLUG WELD (2) SIDES 6 MILD STEEL BASE PLATE. 9/16" HOLES TYPICAL (4) LOCATIONS TO CONCRETE FLOORS WITH 1/2" BOLTS & EXPANSIONS SHIELDS. NOTE: 100% WELD TUBE Sc SLEEVE TO BASE PLATE. 1A13 A501 15'4)-0107 J— — A501 Pr 1 ., ` FOR LOCKSET WITH DIAMETER NOTCH EACH SID KSET BOX 4 "Wx4 "Hx1 3 /(Dx ET STEEL) (BOX IS OPEN AT x1/8" "C STIFFENER NEL 1 %111111111111111 1 111 ■ �._ 1/4" 1/8 SH ES 1 r 11 �� i 1 11 1 11111 1 "61"51 16 GA SHE 1 "x 1 "x 1 /8" HOLE FOR U WITH 1/8" D DETAIL (FROM INSIDE) 1Ai SCALE: 6 "= 1' -0" 1 2 PLACES, 3 SIDES 1 "x1" I�Q111111111111111111111 Fb 1 n' DGE ANGLE 1 111 KSET BOLT V n1 CUT 1 LOCKSET HICK 1/ 8 SECTION SCALE: 6 "= 1' -0" 1 3/4" n A501 DGE OCKSET (EACH SIDE) NOTCH EACH SIDE /4 "Dx1 /8" THICK \11.111' ;tUj L) IS OPEN AT ENDS) 1 "x1 "x1/8" "L" STIFFENER SHOP FENCE PANEL CUT HOLE IN PANEL AT LOCKSET BOX A501 A501 4501 DETAIL SCALE: NONE ARCHITECTURAL MASTER DETAIL SCALE: NONE BEVEL CORNERS �1 io 16 GA SHEET METAL WELD TO INSIDE FRAME AT 6" O.C. 1 "x 1 "x1/8" "T" Ak A5°1 TYPICAL 4 PLACES, EACH SIDE 12 AT 4' -0" 1 AT 2' -8" 1 AT 2' -6" 2 AT 2' -0" 1 AT 4' -0" (SWINGING DOOR) ELEVATION 1 "x1 "x1 /8" "L" 16 GA. EXPANDED METAL WELD TO INSIDE FRAME AT 6" O.C. 1 "x1 "x1/8" "T' 16 GA. SHEET METAL WELD TO INSIDE FRAME AT 6" O.C. A501 BUILDING 21 -03.1 DETAIL SCALE: NONE 16 GA. SHEET METAL WELD TO INSIDE FRAME AT 6" 0.C. 1 "x1 "x1 /8" "L" 16 GA. SHEET METAL WELDED TO INSIDE FRAME AT 6" O.C. 1 "x1 "x1/8" "L" DETAIL n DETAIL SCALE: NONE A501 SCALE: NONE A501 DC 1"61"x1/8' "L" 16 GA EXPANDED METAL WELD TO INSIDE FRAME AT 6" 0.0. MC MI TYPICAL ECEIVED DNY R OF 515010 APR 2 3 1996 RERErT CENTER 1 A501 21- 03 -A501