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HomeMy WebLinkAboutPermit B94-0074 - BOEING #21-03 - SMOKE VENTING/CURTAINS AND DOORSCity of7%kwili& (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 894 -0074 Type: B -BUILD Category: ACOM Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: M1 M2 Type Const: V, 1 -HR Gas /Elec: Wetlands: Water: 125 Contractor License No.: BOEINC294ML CM Status: ISSUED Issued: 03/08/1994 Expires: 09/04/1994 Suite: Type of Occupancy: WAREHOUSE Slopes: Y Sewer: VAL VUE TENANT BOEING #21 -03 3417 S 120 PL, SEATTLE, WA 98104 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 SMOKE VENTING, SMOKE CURTAINS AND ENLARGE DOORS. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS . 0 Back: . 0 Right: . 0 . 0 Valuation: 80,000.00 Total Permit Fee: 911.18 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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,lding •err�i Signatur Print Name: Date: Title: l jJ 1S72/2-- 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. BUILDII PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 MLKINNEY JOB 0147008 -01 PLAN CHECK r C NUMBER APPLICATION MUST BE FIL.LED.. OUT COMPLETELY DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 5L c . 5a NATURE OF BUSINESS: A i RPLALIES requirements may need to be met. Please explain: 7 `.c 5 //A. PLAN CHECK FEE ��jj 3. I E. LI .So WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE a No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: XI Sprinklers .' Automatic Fire Alarm OR HAZARDOUS MATERIALS IN THE BUILDING? System BUILDING SURCHARGE ZIP OTHER: TOTAL - III . SITE ADDRESS SUITE # J 3417 120TH PL SBr. BLDG. 021 -03 VALUE OF CONSTRUCTION3o$000.00 ASSESSOR ACCOUNT # 102304 -9068 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP TYPE OF 0 New Building 0 Addition L J Tenant Improvement (commercial) Li Demolition (building) WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: INSTALL SMOKE VENT ING SMOKE CURTAINS AND ENLARGE DOORS BUILDING USE (office, warehouse, etc.) _____MANUFACTURING NATURE OF BUSINESS: A i RPLALIES requirements may need to be met. Please explain: 7 `.c 5 //A. WILL THERE BE A CHANGE IN tit? E) No ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: 956 948 Tenant Space: Area of Construction: 48,060 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE a No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: XI Sprinklers .' Automatic Fire Alarm OR HAZARDOUS MATERIALS IN THE BUILDING? System PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98124 -220r CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE JAN 01, 1995 ARCHITECT PHONE ADDRESS ZIP 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T HIS APPLICATION ANDKNOW THE SAME TO BE TRUE AND CORRECT, AND 1 AM AUTHORIZ ' TO APPLY:FORT IS PERMIT. SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME TERRY BENNETT DATE FEB 25,1994 CONTACT PERSON ADDRESS PO BOX 3707 MIS 46 -87 SEATTLE, WA TERRY BENNETT PHONE 544 -2975 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 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS II Completed building permit application (one for each structure) Sth3MITTAL CHECKLIST Assessor Account Number Two sets (2) of the following: li Specifications riStructural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer Topographical survey FlEnergy calculations stamped by a Washington State licensed engineer or architect ri 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 [i Completed building permit application F-1 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 I-1 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 DWELLINGS /ADDITIONS Completed building permit application (one for each structure) Legal description Assessor Account Number Two sets (2) of working drawings, which include: • Site pion (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 r i Completed utility permit application COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) riAssessor Account Number Two (2) sets of construction plans, which include: ri 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 demclished. 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 Completed building permit application (one for each structure) Assessor Account Number rlNarrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter.is required prior to final Inspection and sigh- 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) n 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 U 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 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. REROOFS. ri Completed building permit application (one for each structure) Assessor Account. Number 11 [- 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. CITY OF TUKWILA Department of Coy .. ,;unity Development — Permit Cent) 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME bo_p\ SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF ® Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. ® Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN BUILDING - initial review -FIRE DATE:<> APPROVE C.E ,r1�• ROUTED 3_Z_ 57 QUIREMENTS;. :COMMENT: CONSULTANT: Date Sent Date Approved - FIRE PROTECTION: Sprinklers Detectors N/A INIT:Ja+ -370 FIRE DEPT. LETTER DATED: 3 -2•- I N S P ECTO R:a7,#,S'iQ O PLANNING 7I INIT: �!k ZONING: REFERENCE FILE NOS.: JBAR/LAND USE CONDITIONS? [_ )Yes ) No MINIMUM SETBACKS: N- S- O PUBLIC WORKS 401 O OTHER BUILDING - final review sy BUILDING OFFICIAL .z /289¢ INIT: REVIEW COMPLETED INIT: INIT : -'`i 1 INIT�� UTILITY PERMITS REQUIRED? ) Yes No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: V, CERT. OF OCCUPANCY? [)Yes IIKNo UBC EDITION (year): 991 AMOUNT OWING: A3554.j., �� • CONTACTED c �Q�[� (JIM 'l J1 �" 1 'r DATE NOTIFIED 3—c'Q BY: (init.) 1/4—. „.ab 2nd NOTIFICATION BY: (Init.) 3RD NOTIFICATION BY: (init.) 01/08/93 •c '7.777r-177mm.7-77"m'-'71777117 h * *** ** *k *kk* * * ** *k * * * *•h ***kk *•k * * *• *k *A• *h* * *•h ***** * * *kkk *A * **hA CITY OF TUKWILA, WA TRANSMIT h kkk**** k****** k* k*** k*•**k******** *k * ***h*** ***h *** * * *** * * * * *•kh* TRANSMIT Number: 94000260 Amount: 554.00 03/08/94 09:01 Permit No: 694--0074 Type: B -BUILD BUILDING PERMIT Parcel No; 102304 -9069 .03/08/94 Site Address: 3417 S 120 PL Payment Method: CASH Notation: BOEING iriit: SLIT h A * ** k************ ** * **** ** * * ** ** * * ** * * *h *** *** ** k*•k**•k * ** *•+4 **h* Account Code 000/322.100 000/386.904 Description . BUILDING - NUNRE3 STATE BUILDING SURCHAR0E Total (This; Payment): Total Fees: Total All Payments: Balance: 911.18 911.18 .00 Paid 549.50 4.50 554.00 GENERA 549.50 GENERA 4.50 TOTAL 554.00 CASH 554.00 CHANGE 0.00 9800A000 16 :44 thhk*** * *•kk * ** ** k**** ** ** * ** *kk* *** kh** ** *•k *Ah *k* ** *•k * ** **** *k* CITY OF TUKW):LA. WA TRANSM):T hk• *•h•, *k******** **:4k•kk* * **** * ** **•k ****kk* *A* ** **•kkk* **hk•kk*k*•kh* TRANSMIT Number: 94000225 Amount: 357.18 02/25/021125M:04 Permit No: 094 -0074 Type: 13•-BUILD BUILDING PERMI Parcel No: 102304-9069 Site Address: 3417 S 120 PL Payment Method: CASH., Notation: BOEING xnit: 5LE1. ** k ***•k *•k ** ***k******** k*** h• k** hh *h*k*** * ** * ****4A ***** *•k ***A Account Code 000/345.4330 Description PLAN CHECK w NONRES Total (i•hir Payment;): Total Fees: Total All Paym €rats: Balance: 911.18. 357.15 554.00 'Paid 35.18 357.1.8 GENERA 357.18 TOTAL 357.18 CASH 357.20 CHANGE 0.02 9471A000 21:49 INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 PERMIT 7 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' -7-t•{ r S Pea "9„T NAg rb �--7.1 (� NA- p UNb T14 . mrase: 3t4 ( ) 30 ,1 , "® ! Lt _-o5..` LI Special Instructions: n p-Q-c\ D c o .,,, Date Wanted: LI - (0J -r' I 1 YI '7 • m Flequestec 'C-0. `I r bet-v1 I t.. Phone No.: t . cDci D Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' -7-t•{ r S Pea "9„T NAg rb �--7.1 (� NA- p UNb T14 Owi.h' 4 A-SS 7M, rr O4�y P �-�► t rat10 '1U ✓L.A. ut.S A tJ 2 s- w -ofLCi t/lS— l-'tiG . /T/ Net) 1 N C c.0 d kJ .t (Lo LL • w P 1 -ryavt4 / c7-Tc. /$-B 0it-Cc j ra A-L1.1 S t.t. v it I T -IN--0 . 11-13'• G- -t...10 tacscrt.. O /+-o P j -s-ST /3-P PA . 7"L'Si" LA /-I nr.1 r4 P P M w'73 ST'X-c.. GTw - Fit-A n, ut11 _ A Ms c9 OC" 14 1,L.- LA ? ,p cscY/t • t. f c '0- r:-.r ,4,1-1...: t.'I, to ha tit to e-- Gam. ritl-r ie-t c ri -its -/L.. Z-115 ` x / 3 NA • 12.4 , c- L- - u ,o a red ,2... A-Z mfr /31-41 . , ) CM J. W L,E1-E: 3 N iL . P Az S A- 13,v-- p ac3 /L_ . $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. 'Recall No.: L e: _..., y... 4l Yw%i►+'= '!*(,r.1...:•.,d..& _.__ r INSPECTION RECORD 1. Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3GLf 007+ PERMIT N0. 6) 431 -3670 r eC i„ f "�/ - 03 o. ' . rs ' U.pxl-c -vto Adtrii./ f l '0 PC. Date ..: J 4 _ / _ 1 .peda nstructions: . c' ∎ mac., u)\ % i j`i 1..�..Q,,,q 'l Date Want — a p .- `� am. Cn. Requester". ( ceXtA . t) No.: gi.Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' c--�c 7 Inspector: ( r� -----' . I Date: C� 2,0 9 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oork - w tt • li.!:;1 VAAV ;7? if:09 7,ent.,!;:?1; -5.ril,,v.:f;:+:4#4.,A,fri;-:..1;fs43:: ?•*Fittyrti tN V 01, fnle !TIP : City of Tukwila Fire Department Project Name John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ) o / lc' 673 t` Permit No. Thomas P. Keefe, Fire Chief Address 3 Vr? e-C. I e-Ci /Retain current inspection schedule S,0+1 0 le elev,v Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized/ Signature FINALAPP.FRM /'Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover ParCEast • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 4), 5MoKE t/ NT R. : -Mt Op I IC GeTan-, • m4x ..%)INGAtAct = 12c ci V+ ‘ft "tc s I : t 0301 ovuoc. 5100144 541 066 .13q4- cc°7+ 130P.(`n STRUCTURAL CALCULATIONS FOR RELOCATE BLANKET SHOP Feb 24, 1994 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Prepared For: Boeing Defense and Space Group Developmental Center Seattle, Washington Document Number: 326 -DCA- 94024 - CALC -S1 Figured By: Checked By: Approved By: H.Shahbazian, P.E. a4/714e.— 69q-onq RECEIVED CITY OF TUKWILA FEB 2 5 1994 PERMIT CENTER � c.i)G . '1 / . c.� 3 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 PROJECT Rr_= /oe 1-7c 6c4,*E1 -5P-1e FIG. BY /1' 5/71A-/-16/3 th4 0 /3 ,T ccr/ ✓c= Mail Stoe: JOB NO 9" — gNiO.2`f CHECKED BY DATE SHEET / OF 6 Tbt & e)/3,1 Ecr, ✓67 v/- rt/ij c4lc 4,1 /q ri am /3 ra pEt<<2flic✓t= tt1c" ac%la07 ,\' ;.f1-/4✓4. ,2vyr pa/act/is T'o S v/)/� 0/G T 1 /c /c //1 ol a I d d s 01(c, t/n/TS Ar°p /jo, of 60A . p / _d3 An!) 4 "'1' /3p /49-a 5 i F/2A/4;t4_ To a //o µ/ Ei✓IAA G- /d- 6X/it 0C■ 900g— / CoA/cflcrc tie ,a &LIN 6.-rcz Snow (0.c1 - ,2s- S/ioKE L/ ifs n c!_}- 0 Coate/5: ;-o a /4) S . pC,/ 6u/4 - clf /e o a/= "/2 fit 41 2X¢ Su• /h.mclnls ,z.hu/q ro xl 4X/6 ,u2Cl/1/5 (yLU_ (AM 66Ams MEcH cart /00d pcig cm) pEA,) /a c/ X-23771 REV. 5/90 c.9. A iv /.S pip 18,c7 /'SF / . o psp 1 4C-Z a / , 03 BE&C ENGINEERS PROJECT Ref c,are 3GAn/Xcr FIG. BY H .51-6414 504E 4i.l 3/40 JOB NO P.O. 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DATE SHEET, OF?- Wa ll A/ 97x 1 X S' s /so f cf 416 /Op 2 /2 T� rf►'L 7E4/ /oad : 34 -1.0a 14 41A, 3, yoo k'Is V= 3x l.ox Z..7 A , yoo r *6 8 %<Ie1 Sflc'A2 ; 463'XIpD° s 3 /o A/fr 600X2 p4,feC /oaoft 390 X 3 0 r / / /fls pgr✓F -cs DN7 E,762 S,o% YAV (41n4 os 2- 0 / PC,4-6 �,/)G/7/ r /ES Ad Toi CNo4) o 71/66- Jr6 7rlas s 4022k G(/i // /)6(//6-4- X /rs o n/ 64-ch{- N_o 7fl rAc.- cl dI r pA/J $ • (see- a / /ach M= nir) s /Co /6s • o rw r 'f70 lf,) r�i..r600 61z,)x32l� X-23771 REV, 5/90 4— top A I4)7 k 7 co f` o g 01(2) -3,1 ) A,JCNo,G $ 6CDG PROJECT FIG. BY /f ' 5/414146 A Z /4, 3 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: Re /oc A rr .S GAn/Kc7 Sf /o/O 5 ; 5 (co /✓ r) JOB NO. i .4 -1102 4 CHECKED BY DATE SHEET OF g CN ck 6C- fi2/►N /n16 (c it ) ('f/cc/c /,c) S %qL. / //7 ajc ac,&,1cn/( /)i4n/c /5 ZZep�p Zj . 3/ s-/ J i t) � r .%S (Al p e '30 X 2'1 X x /) O z. 516 kits fP r • 3x ,7SXS4 10/4 Sf%A it a r/ p, G f z /e, & kt/'r � r /7x(2.)o)(fOb &&C). c,_x c /6 f1-L Cr s S� t t 8 � x 3orX k/o (000 s GX 271 l�l �,7 t 12.6x k -pt 2 M h / r 65X r 9Ys k 47 C HC- Y fitAn4 /(I fo4 G/LR V /7 (pads To .c/en/oil CAf /cu!A 7, 0 i W /// A-55 q m /)v2 Col 5 r c- 1Ar/EC f E �o f () 2E4O J f 0r- Carlc2Gr6- "v ✓E %!v oPu✓ /�� Po/PO X.23771 REV. 5 /90 P P k. P j6S COG. al a3 BE&C ENGINEERS PROJECT ?� /Oc,4TL &C,4,J, E? S¢fbP P.O. Box 3707 Seattle, Washington 98124.2207 Mail Sto•: JOB NO ?CA — 9Yo>!Y FIG. BY K' Sr 4.H' 4 El A-A CHECKED BY DATE SHEETZ OF 8 AnlAcys;s (Co4r) GHcc/c Tu/S6 3reet F/cmht/e,lG. (ron/r,) P► Pz c- 4 2 S S /4s, (! eA N1 /Z-A-c t / °n/ r 40•CX 10 ►S � v X /SprcF 447 2 ,46- ' u /// c E' 7 cvy 6 /ro r -, Top 60//0M /211 41C-1- x / 46 car �/ 6 3o'�` r 114,C, 1.1- 6f 1030 ionl030 1191.4 Cpo29. /= x469?: 2,346- f (03O )5M4( o f- '44.1, I;46Z 234s 171(4191 17(`IY C L341` L? 46" Ctfec( j rs 4-X 4- X /m. ' / 2 C.pyiebs$,v/J cVC4487f t(4-4 €7) s cv3`f6' r&w5 /o r ?01)t ( s3ytot) r ly,COa r 6, 3Yr r /. 6 Its?. 0k 3.6-7 3. CI C/"&/ ) wECol YcHs " r ll ('9'G t 54 krt or: X.23771 REV. 5/90 (n4161 L ENG.r/,t or ,e, / /c'r c✓L �9) c. • ,t,r I .to BE&C ENGINEERS PROJECT R c)CAr6. 6C Ati/Z61 SA/0/ FIG. BY /.1 ' 5/4A-/-HiA2tAd .1 (vr) eficICK rci 6e* 5rc ,c.< /'/ (CrAtr) P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: JOB NO. P64 - 9Yoty .11■1111. CHECKED BY DATE SHEET...I. 0F...13 /9/00 0_ s- I /72 7 (6/z.J fud 7 ' 2°751 //qA eV/ r 3/7/z .W2,1 117Z7 ehirc/c1-, c7-1./f1) < ProrA-c":" X.23771 REV. 6/90 6 /4/24 Com 6/ del) k)L ofr_ o/c_ SIMPSON Strong Tie CONNECTtl1S Patent Nos. 4,291,996 and 4,480,941 Canada Patent 1,193,418 24 LUS410 Typical LUS28 Installation Double Shear Nailing LUS JOIST HANGERS REAR A light duty joist hanger that takes advantage of double shear nailing for greater strength and lowest installed cost. See illustration. MATERIAL: 18 gauge FINISH: Galvanized Selected products available in stainless steel or Z -MAX coating; see Corrosion Resistant Connectors. INSTALLATION: • Use all specified fasteners. See General Notes. • Not designed for welded or nailer applications. • 16d sinkers (9 gauge x 31/4') may be used where 10d commons are called out with no reduction in load. • Where 16d commons are specified in the table, 10d commons or 16d sinkers (9 gauge x 31/4') may be used at 7/6 of the table load. OPTIONS AVAILABLE: • LUS hangers cannot be modified. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER -209 and NER -421 (except LUS28-3) when used with 10d commons (see installation). Dade County, FL No. 89- 0131.5.. City of L.A. No. RR 24949, RR 25076. MODEL ' NO. JOIST SIZE DIMENSIONS • FASTENERS;:. :':'" . AVG ULT ''ALLOWABLE LOADS'' W H B HEADER • ... , ' JOIST 1 UPLIFT? (133 ,FLOOR (133) ... r: (100)., ROOF, : (125) LUS24 2x4 19/16 31/8 13/4 4.10d 2 -10d 3850 445 625 785 LUS26 2x6,8 19 /r6 43/4 13/4 4.10d 4 -10d 5167 890 785 980 LUS28 , 2x8,10 19/16 65 /6 134 6.10d 4.10d 6067 890 1020 1270 LUS210 2x10,12,14 19/16 713/15 13/4 8.10d 4.10d 7750 890 1250 1565 LUS24.2 (2) 2x4 31/6 31/6 • 2 4-16d 2 -16d 5303 ': • 460i% 'r 805: 1005 LUS28-2 (2)2x6,8 314 41/6 2 4-16d 4.18d 6076 • 920, 1070 • 1335 • ' 1690 LUS28.2• (2)2x8,10 3/e 7 2 6-16d 4 -16d 7750 . •,'.• 920 • • •.1350 — LUS210.2 (2)2x10,12 314 9 2 8-16d • 6.16d . 10908 • • 1380:-': '.•1875 •' '2340 ' L1JS214.2 (2) 2x14 31/6 1019/ie 2 10-16d 6-16d, 12750 .- 1380.: ,.2140' . •• 2875 LUS44 4x4 39/16 3 2 4-16d 2.16d 5303 460 805 1005 LUS46 4x6,8 39/16 43/4 2 4-16d 4-16d 6076 920 1070 1340 LUS48 4x8 10 39/18 63/4 2 6.16d 4-16d 7750 920 1350 1690 LUS410 4x10,12,14 39/16 83/.4 2 8.160 6-16d 10906 1380 1875 2340 LUS414 4x12,14 39 /le 10/4 2 10-16d 6.16d 12750 1380 2140 2675 LUS28.3 (3)2x8,10,12 49/e . 61/4 2 8.16d 4 -16d ' 7750 '') ., •'920: "' "1350 ,' • 1690 1. Joist nails must be driven at an angle through the joist into the header to guarantee the table loads. 2. Uplift loads have been Increased 33% for wind or earthquake loading with no further increase allowed; reduce by 33% for normal loading criteria such as in cantilever construction. Patent No. 4,498,801 Typical RR Installation 3. Roof loads a e 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to the code provided they do not exceed those in the roof column. RID RIDGE RAFTER CONNECTOR • An Interlock provides alignment control'and correct, nailing locations. For a rafter -to -face connector,' flatten the top flange, Intothe face plane. The RR may be used with any rafterslope,up „MATERIAL 18 gauge �z1,}g • FINISH: Galvanized . INSTALLATION: • Use all specified fasteners: Soo General Notes: • "7.CODE NUMBERS: BOCA, ICBO, SBCCI No: NER-421`City of L.A. • '24947., r$ j ;;. ;'1AIa ti," MODakL 'YSIZEHA :',,1RY. '' .��• ,i`.1 l {JOIST4 ,i iii: • - � M F 4STEE;i ArS ,� %tLQ.Vj ABIEQg) S 'FEix5 R? s „„$.,.., „. 1 ,,,,is 1O. . � o p*RO£ ,O :. (12\ t RR 2x6 4.10dx11/2 4- 10dx11/2 415 415 1. Loads may not be increased for short-term loading. 0 Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. Page 3 of 4 Report No. 462 TABLE NO. II —KB-II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t.4 ANCHOR D(A. (inches) DEPTH EMBED. (Inch's) l', a 2000 psl 1', a 3000 pal 1', a 4000 psl 1'.. 6000 psl Tatsbn she*, Tension Sho*, TMsion ' Shaer Tension Shea, wnhr Sp. kap. Wtthouts Sp. ins.. WItt, Sp. Insp. WIMhouts SP. Insp. MAN' SP. kap. Wlthout3 SP. trap. Wlths Sp. Insp. Wt houe Sp. kuP. 1/4 1' /a 250 125 400 310 155 400 , 360 180 400 440 220 400 1/4 2 525 265 400 550 280 400 590 295 400 625 315 400 1/4 31/4 625 315 400 625 315 400 625 315 400 625 315 400 )/x 11/4 500 250 925 615 310 975 710 355 1.025 800 400 1.025 .1/4 ' 21/2 1,12.5 565 1,100 1.210 605 1,100 1,290 645 1,100 1,450 725 1,100 .t /a 41/4 1,2.50 625 1,100 1.300 650 1.100 1,350 675 1,100 1,450 725 1.100 '/2 21/4 1,100 550 1.810 1,230 615 1.840 1,365 680 1,840 1,625 815 1.840 1/2 31/2 1.750 875 1,840 2,000 1,000 1,840 2.250 1,123 . 1,840 2,62.5 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 1315 1,840 1/4 21/4 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 5/a 7 3,000 1.500 3,125 3.250 1,623 3,125 3.500 1.750 3,125 3,925 1,965 3.125 1/4 31/4 1,850 925 3,875 2,175 1.090 3,875 2.500 1,250 3,875 3,000 1,500 3.875 1/4 41/4 2,750 1.375 4,225 3,875 1,940 4,225 4,500 2,250 4,225 5.500 2,750 4,225 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 41/, 3.125 1.565 6,625 3,800 1,900-., 7,125 4.375 2,190 7.625 5.230 2.625 8,625 I 6 5.000 2.500 8.625 5,815 ' 2,910' 8,625 6,625 3.315 8,625 8,250 4,125 8,625 1 9 6,250 3.125 8,625 7,190 3395 8,625 8,125 4,065 8.625 10,000 5,000 8.625 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.0 Standard No. 26-2. 2These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These 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 rue reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III --AISI 304 AND 316 STAINLESS STEEL KB-1I ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)'.` ANCHOR DIA. () DEPTH EMBED. (Inches) 1', s 2000 psl r. a 3000 ps l', a 4000 pi r, s 6000 ps Torsion Shear Tension Shear T.nsbn Shear T'nsbn She*, Wlths Sp. Insp. Wnhout3 Sp. Insp. WtM' Sp. Insp. Without' Sp. kap. Wtths Sp. bap. Wkhout3 Sp. Insp. W1th3 Sp. Insp. Wmhout3 Sp. Insp. 1/4 11 /s 300 150 . 525 315 156 540 32.5 165. 550 350 175 550 1/4 2 440 220 550 520 260 550 520 260 550 520 260 550 1/4 31/4 520 260 550 520 260 550 520 260 550 520 260 550 3/8 I3 /8 400 200 825 460 230 950 515 260 1.075 625 315 1,150 3/1 21/2 875 440 1,250 1.025 515 1.250 1.175 590 1,250 1.350 675 1,250 3/1 41/4 1,000 500 1,250 1,250 625 1.250 1,350 675 1.250 1.350 675 1,250 '/2 21/4 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1,230 625 2,085 1/2 31/2 1,250 625 2,085 1.625 815 2,085 2,000 1,000 2,085 2.250 1.125 2,085 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 3/a , 21 /4 1,175 590 2425 1,500 750 2,875 1.700 850 3.125 1.800 900 3.125 3/a 4 1,750 875 3,125 2,250 1,125 3,125 2,750 1.375 3,125 3.000 1,500 3.12.5 3/14 7 2.250 1,125 3.125 2.825 1,415 1125 3.425 1,715 3,125 3,423 1.715 3,125 3/4 31/4 1,450 725 2.700 1.825 915 3,100 2,200 1,100 3300 2,450 1,225 4.500 3/4 43/4 2.350 1,175 4,225 3,050 1.525 4.365 3423 1.815 4,500 4375 2,190 4,500 3/4 8 2,750 1.375 4.500 3,625 1.815 4,500 4,250 2,125 4.500 4,800 2,400 4.500 1 41/2 2.925 1.465 5.700 3,625 1,815 6.350 4,325 2,165 7,000 4,500 2,250 7,000 I 6 4,125 2.065 7,000 6,000 3,000 7.000 6,750 3.375 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 '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. =These tension values are only applicable when the anchors are installed with special inspection as set fonh in Section 306 of the code. ''These tension values are only applicable when the anchors arc installed without special inspection as set fonh in Section 306 of the code. `The Tabulated values are for anchor installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameter provided the values arc reduced 50 percent. Linear interpolation may be used for intermediate spacings. REPORT NUMBER LR 91221 PREVIOUS RPT. NO A/104 PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES EASTSIDE DIVISION 3257 16th Ave. W. • Seattle, WA 98119 11824 North Creek Parkway N. #101 • Bothell, WA 98011 (206) 282.0666 • FAX (206) 282.0710 (206) 485.4244 •451.8436 • FAX (206) 485.4611 TACOMA DIVISION 2402 Pacific Highway E. • Tacoma, WA 98424 (206) 922.9299 • FAX (206) 922.1512 PENINSULA DIVISION 10726 Silverdale Way N.W. #105 • Silverdale, WA 98383 (206)698-6650 • FAX (206) 698.6648 MAILING ADDRESS PROJECT P/91/1.5. 00e, SEoew - .277 ./ S. C'%+f9NQ tT: 5 :-4 7r" /t` w4 I rL ATTENTION: J P 5c- PA " 'r,6itt/ 21-07 /' /J LOCATION 3'-/7 / 5 )2c7F/ I. NUMBERORD. w rv//f REPORTED`- ��, REVIEWED BY PERMIT NUMBER L I f ne PZV DATE 2'' 73 DATE NUMBER ATEaj c�L� Cf.. Z 0.7r- ARCHITECT 15.E 1-c" .i. Nx/9- E f i ENGINEER (/ F' ��•'��+` �� rZ f CONTRACTOR a/9 v/ f 'Qd < /jt t' /'/ E c9 w 5 / TE fc' "rg' 1f (7r /�i`1 s rEgl, wrI G/rvr HL/--f e - 7 /,, , 04, 7116- S >I'/ Tt S rF 7 /) T ,9n./ P v ir4APrc , Do e;g F _/ 3 f% 43 //V PF, %...)/t'/Y /> ii l' FR f% w..S P//, tire /1 A4I 4/t F/57.‘) y�El� /r�� �'� T/{E. fr.//9/),/e7- s/ E'L s-7X'1-(e -,rti f 1 74 0/ , vb-p /F` /E-o wA.ln ,L/'t .ffY 7'/S t= v/ <' S t //9 Gam, ASTM TEST METHOD (AS APPLICABLE) AJ / EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) /v/ ' WORK CONFORMS YESNNO ❑ •Thie report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the written permission of Pacific Testing Laboratories, Is prohibited.' "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Pacific Testing Laboratories DATE FIELD CONTACT: DATE LR 89-2 ir INi(, (J f;1: ,i ;:., � h( , o v. (�' u' G x u u � .e C4 A to o • .• .• 4. u-) g °E 1LL �z a. ,2). i: xQ4 u'« o Z Q €) '2...'. Vo 0.6 ea to w v u ea-•— w Z G 'y LC 'J c a / Q � C u i O X01=+3 TS 141 y CNC ! 0.a,.. 2 1. ,s1 — u u p 4ro •SE yr�o3 1:6 • � - O � V .0 fG 9G ' =s .2 M. co 1... = oo, VI •, . 4 TA o 1 -. y C G N 4 s O ), roa,b ='gin C ., F. Ilno- 7 •• • •1 ( 0 0 0 0 li • Z rh re) Date of Issuance of Certificate bo • • go 4 o. •rn �`l ,1,J I 11 it di • IPA • •'-e ..,,e.• , . CITY OF TUKWILA Address: 3417 S 120 PL Suite: Tenant: BOEING #21-03 Type: B-BUILD Parcel #: 102304-9069 Permit No: B94-0074 Status: ISSUED Applied: 02/25/1994 Issued: 03/08/1994 *************************************************************************** Permit Conditions: 1. No changes will be made ,to...the:pldns,Unless,approved by the Architect and the Tukwila_ 2. All permits, insReatlon-records, and, apprOVed,Oans shall be maintained avatTable at the .job site,priorto the start of any construct/1'On:: ThesioCumentsare to pe',:mainteingkd available L401,i final inspeCtion approvalAsg'ranted:Y. 3. Fire doorsernb1y have wthree4ourfireprit).- tection be so "labeled" and shall be dutonil4ito- closing/f)re44sseitiOy4° Automedlosing d's"OemblieS'9io be ac,q:Vated bY,an,incread In temperature shA1,1Thdye''one\K heat-dtivating device init•.ted on each side of the'wdp a 't the t*ofthe opening 'And oti*ons'each side of the wall at the OOling'height where the ceiling is more than 3-feet.-. above,-,the top of the op-ening:• Unless otherwise specified', '\ the::Olos'ingAevice shall be one rated at a maximum temp-, et-attire of 165 degrees. 4. All. rack storage 'requires a ;separate permit through the City of 'Takwila. Structural.calculations,stamped by a Washington State licensed Structural Engineer Are required for rack storage over eight (8), feet In height. 5. SMOKE VENTS: The effective. Venting area shall not beless'. P tha,16-squire,feet with no dimension ,less than 4-feet, ex=; eluding ribsor.,gutters whose total width does'not exceed' 6-inches. Vents shall be fixed In the open position or vents, shall be activated by temperatue sand shall open autp-, maticelly In the event of fire. 'Release,deviOe shall be 1,1'4, accordance with UBC Standard No; 6. All conS'tnuctiOnto be ,done in 'conformance with approved plans anc(requirdlilents of the Uniform Building Code (1991 Edition) dS:dmen'ded by the Washington. State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991. Second Edition). 7. Validity of Permtt. The isspinceofa;permit or approval of plans, specifications and computation's shall not be con- strued to be a permit for;,or, an .approval of any violation of any of the provisions -Of tOls',.codeor:of any other ordinance of the Jurisdiction. 'NO permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 8. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9. The special inspector shall submit a final signed report stating whether the work requiring special inspection was., to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work- manship provisions of the UBC. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor March 2, 1994 Fire Department Review Control #894 -074 (510) Re: Boeing Company Building #21 -03 - 3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, -10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 3. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd DETACH TO DISPLAY CERTIFICATE --; 10, . • .11 1 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • M1 CONST CONT GENERAL• , REGISTRATION NUMBER '• • EXPIRATION DATE BOEINC*294HL. EFFECTIVE DATE 01/01/95 07/1.3/71 BOEING COMPANY, THE P 0 130X 3707 HAIL. STOP IF-09 I SEATTLE WA 981242207 STATE OF WASHINGTON F625-052-000 (3421 4.,■./.UAJS■4.•...s.U.•■■•■-sal.■faaaa* t- DETACH TO DISPLAY CFRTIFICATF _I NO CHANGES SH IL .N DE TO THE SCOPE •OF' .IOFAK QUT PRIOR APPROVAL OF TUKWILA BUILDING DIVIMON. NOTE RE1/ISIQN3 WILL REQUIRE A NO PLAN SUSMrTlAX AND MAY INCLUDE ADDITIONAL PLAN REVII"W FEES. FILE COPY 1 understand that tho Plan heck era subject to amore and amisslons 'and '.c; pmvc.1'`of.', plans does not authorize the violation of any adopted code or ordi .- ` Receipt of contractor's 5 Pen nit No.. _ 194 " 4 SEPARATE : PERMIT REQUIRED FOR: L1. CHANICAL ELEC T P!CAL ❑ PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION BUILDING DIVISION ADDRESS., . ..:....34sNALWAY CORPORATE PARK 3417 SOUTH 126TH PLACE BUILDING 21 -03 TUKWILA, WASHINGTON 98168 SITE AREA (TOTAL ).•.,.. .•.:.1,720,1`00 SF (39.48 ACRES) LOCAL AUTHORITY. .. • CITY OF - TUKWILA LAND USE CODE . M HP CODE REFERENCES' ... .; 1991 OBC TLIKWI LA) REFERENCES' 1991 UFC (TUKWI LA) ADDITIONS PER CITY OF TUKWILA OxM: LOT INSTALLATION OF PALLET RACKS. 'INSTALLATION ` OF 7 HIGH PARTITION ``SYSTEM AT ''THE TESTING AREA. UPGRADING OF DOOR 'AT, AREA SEPARATION WALL. TO '3 HR AND REMOVAL OF 'WALL PLUGS AT ADJACENT 'BUILDING. Vi(DENING OF THE EXISTING OVERHEAD DOOR AND A NEW PERSONNEL DdOR. .'INSTALLATION OF SMOKE VENTS AND SMOKE CURTAINS. NEW LIGHTING. CABINETS AND FIRE EXT!NGUlSHERS, RACKS: RELOCAT'i0N OF HOSE NEW SPRINKLE . ADDITION OF SERVICE OUTLETS AT TEST AREA WAND BATTERY CHARGERS. THESE DRAWINGS CONFORM TO THE 1991 .0 B.C., .N.E C AND THE A.D.A.- (AS 'IT RELATES . TO THE AREA OF TENANT `IMPROVEMENT) AS ADAPTED OR "AMEi`1DEG BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. PARTIAL BUILDING FLOOR. PLANS SHOWING: • SITING SYSTEM, DOORS, CORRIDORS AJD` PASSAGEWAYS. ENGINEERING CALCULATIONS '(IT' APPLICABLE) 157 ROOMS LABELED PER OCCUPANCY FER TABLE 33—A OCCUPANCY GROUP......... 8--2 (NO CHANGE) CONSTRUCTION TYPE III -N (NO CHANGE) (ACTUAL 48060 S.F. (IMPROVED AREA ONLY FLOOR AREA � } .... .... (IMPROVED BUILDING HEIGHT 29` MAX . (NO CHANGE) STORIES 1 (NO CHANGE ) OCCUPANT LOAD 70 (NO CHANGE) (ACTUAL 6) FIRE PROTECTION.... ,SPRINKLERED (REVISED FOR RACK STORAGE ) SEPARAT IONS .(BUILDING) 4 HR. @ SOUTH & 4 HR. @ NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21=-03 `BUILDING B(JILD'ING FLOOR NUMBER' ON PRINT • FOR AREA OF CONSTRUCTION `N() ER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. GENERAL PERMIT (SHELL & GORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH ,UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS `OF WORKING DRAWINGS 2. TENANT INPROVEMENTS, 2 COMPLETE SETS 3.` MECHANICAL, 2 COMPLETE SETS 4. ELECTRICAL, 2 COMPLETE SETS 5. , FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS LEGAL DESCRIPTION L T Oj5. , PLAT "TO 1 ; OF VACATED BLOCK `3 AISND LOTS 1 TO 8, VACATED BLOCK `4, 1 16, A, VA • RIVERTON, BEING A REPEAT OF REVERSIDE INTERURB N TRACTS, ' RECORDED, - IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY •WASHINGTON: TOGETFIER' WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ T RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINIIING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE. HIGHWAY 'NO. 1 (SR 59'9): WITH THE WESTERLY MARLIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION" 10; THENCE SOUTH 16° 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRITE POINT OFBEGINNING; THENCE SOUTH 78° 43' 27. WEST 415.05 FEET THENCE NORTH 87° 30' 37" WEST 726.4° FEET TO THE WEST LINE OF SAID GOVERNMENT LOT `15; THENCE SOUTH 01° ,-48'.'31. WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID ,NORTH LINE T0,.A, LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15, THENCE ° NORTHE~RLY ALONG 'SAID~ :'PARALLEL: LINE 376.01 FEET TO THE 'NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE 'NUMBER 561 2479; ;THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO 15EOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST. MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. NO`SCAL FACILITIES DEPARTMENT ACCEPTABILITY FUS f)ESIGN AND/OR SPECIFICATION I, APPROVED APPROVE() 8Y DEP1. DATE suf3Tm.E TOLE BUILDING 21 -03 .24.94 ARCHITECTURAL MASTER COL s�^''rf,''.»" rid° a`. ai' 1'' sr" r/. ?Ir"?,ir'<;�k.r.w:'1a.c^.�"•'�' ....,. I I Hill II IIl'��I I!I 16 TN9 INCH 1 -c ,. «.':.x; •. i,;,,r -t _Sa: -� -3 r•.� 1:;»..tj.x..za•;: acti'S.St ..�'- 1„, .. .4 d�+,•cot'.. . • .. :• >..;:. , IUETE If the tatcrofiIraed docut nt it less Clear than this notice, • it is due " to the :quality of the Original document. t ". +li1d ! �S ; OZ 8r1.1 8 I .v�wn 'b; tI .,�I s I i I l `.£.N�t �f Z$ll ' Al � i ' I� �'I11111111jritT IC 1111111111u I ' 1 111 !fl l!l � 1 i 11111 .3. Yo-F.. _•. n :. ICI 11IIIlIf1111111frIlll !!fl111111111iffIll`IIF'I�I I4 h iAII1 I'M !.c ... ... .l. : -;.. � •. .% ,. T . - .. • " r. ,.. rr, e - ... .. .: .l�' .F.,. R .. rv- :e..i -,... ., L. 1 r t.. r�. - ./. ir.. v{ X•. � ..- - .. y +" r , ..,,, � , f#' < a -, - s. s rt.-• y,; ah. • � - x• . r�i a .., ,.:� �...n ..... .. ... .:,r� ,+' :. ... ..... t.,. ,.. .. x .. ..,- . ..: : . .. /.::. �.. ,, ,. ,.. ... �.,.. .... r., ., ..,, ,. ...r... ,.. ,.; f... . ..._., .,.. •r, ��. ..... ,..., �!.� ,9 ,..,- ... :.:.+ ..., �._ .,+�i:�'.. .�. � �.r, e.,�. :� ._:4... . .'C:•�,:�..,...i ,.4... s.. .r, i!f'.t ..'. +.L rmGNx'e�Ad�Ad'h ',.;ly�.p� .•t e r.� • XX XX XX XX XX XX XX SYUBOL LEGEND 6 ATERIAL SYMBOLS BUILDING AND WALL SECTIONS DETAIL j___ 1 'REFERENCE i0 DETAIL J PLAN Dl YENS 'I ON FEO- /3 •'.4 Rt SION ROOM NUMBER DOOR NUMBER WALL TYPE GRID 'GRID BUBBLE AND R CENTI E.L IN E CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION, LINE • FP CF -. C ORS .CONSTRUCTION DIRECTION GENERAL NOTE FOR • NON - SPECIFIC INFORMATION DOOR NEW "DOOR REINOVED /RELOCATED 2'.--07x4' �d' • SUSPENDED •RI GEL TIN GG D • GYPSUM • WALLBOARD • CEILING FIRE EXTINGUISHER HOSE RAcK AND CABII1fl SMOKE VENT SUPPLY AIR `DIFFUSER RETURN AIR • GRILLE FIRE SPRII`1kLER HEAD HIGH INTENSITY DISCHARGE LIGHT FIX ORE FLOURESCENT FIXTURE (RECESSED, SURFACE) EXIT SIGN EMERGENCY LIGHT `%i � /iH'%Y��YY� %Yids' ♦i� O�o.'.�,y,o. o. a.• °O °CD ^4cs °O'1)4 04 E:AI H, DIRT STONE, GRAVEL, PORbUs FILL 172MEMI BRICK, COMMON , ` Y CERAMIC TILE CONCRETE: CAST -IN- PLACE, PRECAST INSULATION BATE, LOOSE, FILL BLANKET INSULATION: RIGID 07f% .z1 ALUMINUM BRASS, BRONZE, COPPER FEZZ&ZI METAL, STEEL, IRON • . • 1 PLASTER: SAND, CEMENT, GROUT .` • ' ' ."5:771 PLASTER: GYPSUM WALL BOARD WOOD: FINISH WOOD: ROUGH --�-- WOOD: INTERRUPTED BLOCKING E =- =rte PLYWOOD: SMALL SCALE TS25'3` Z.,r' 1.5! PLYWOOD: LARGE SCALE L• �1 • WALL TYPE. CONCRETE t, PE Y •NTT: W NA R ., . MA R ALL n E ca C ETE Sore u W A LL Y PE • S T EEL SU D WALL TYPE': ' WOOD STUD a WALL TYPE: EXISTING W�„ 'TYP E REMOVAL R M �-- ALL O L WALL • 'TYPE: PARTITION .�-=- -- WALL TYPE:' GLASS APPROVf,O DA`rE SYM REVISION APPROVED OW cJ, f *' ' .G"x.' c„ ' .� r` w"' �'.' �c+. .<�.'h"`�T7�?`.'tS�iO.fP•`.�,.. ,r!"rb'E'_ . . • c 0 AB ADJ AFF AGG AL ALT ANCH APA APOD APPROX ASTM BTWN BLDG L1.KG BOT ABBREiVIAJfO NS AND AT ANCHOR BOLT ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATE ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS bETWEEN BUILDING BLOCKING BOTTOM G CHANNEL CB CATCH BASIN CC CENTER TO CENTER CCM CEMENT F CUBIC FEET C CUB C ,. , CJ CONTROL JOINT CL CENTER LINE CLR CLEARANCE) COL COLUMN iN COMP COMPRESSED) (0 ) CONE CONCRETE. CONN CONNECTION CONST CONSTRUCTION . CONT CONTINUOUS, : CONTINUE CONTR CONTRACT(OR) CTSK K COUNTERSUNK CY CUBIC YARD(S) 0 DIAMETER DBL DOUBLE M� DEMOLISH, M ; ITION DEMOL ��pEMOL S r , DE OL C' DEP DEPRESSED DIA DIAMETER DIAG `DIAGOIAl 'DIM DIMENSION DL 'DEAD LOAD DN DOWN DS DOWNSPOUT DWG 'DRAWING E EAST ''(COORDINATE) EA EACH �< �ry EB E XPANSION "BOLT EF EACH FACE E `J EXPA SON ' JOINT t N I, EL ELEV 1ON ELEV ELEVATION A E ' EQUAL EQ W AHWAY E EC EXG EXISTII`IG EXP EXPOSED EXT EXTERIOR FAS FASTEN(ER) EF FACTOR FINISH F F FINISHED FLOOR FGR FINISH : GRADE FH FIRE `'' GRADE r,,NYD NT FIN FINISH(ED)„, FND ;,FOUNDATION FOC FACE OF CONCRETE FOE FACE OF FINISH FOIC FURNISHED ' BY OWNER/ ..; INSTALLED ;BY CONTRACTOR FO FINISHED OPENING ET FOOT FTG FOOTING FUT FUTURE GA GAGE .. GALV 'GALVANIZED :GC GENERAL,. CONTRACTOR GI 'GALVAJJIZED `IRON GR GRADE GT GROUT HDNR HARDENER 'HDWD HARDWOOD FIG 'HIGH GRADE IIbR HORIZONTAL L HS 'HIGH STRENGTH 'HT 'HEIGHT ID 'ID IF ,. IN INCL ``INSIDE DIAMETER, INSIDE DIMENSION INSIDE FACE INCH INCI`.UDED(D) '(ING) 'JT JOINT KIP(S) R0 KNOCK OUT L LENGTH LB, LAG BOLT LEN LENGTH LF LINEAL FEET LL LIVE LOAD LWR LOWER MATE MATERIAL MAX MAXIMUM MB MACHINE BOLT MBR MEMBER MET METAL MFR MANIIFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MT MOUNT(ED) (ING) N NORTH (COORDINATE) NE NEAR FACE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL 'NTS NOT TO SCALE OA OC OD OF OPG OPP OVERALL ON CENTER(S) OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PAR PARALLEL PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATIT(D) PERIM PERIMETER pi_ PLATE PANE P P T RES L PRESTL RESSED) PRE PSI PSI PT PVC POLYVINYL CHLORIDE PIPE PWD PLYWOOD R RADIUS '(CURVATIJRE) R RISER REF- REFERENCE, REFER TO REINF REINF'ORC((D) (ING) REQ REQUIRED) (ING) 'REV REVISION(S), ' REVISED RH ;:RIGHT. ;H AND..: RO ROUGH OPENING PREFORMED FOUNDS PER SQU ARE FOOT POUNDS PER SQUARE INC H POINT SQ SOO E SECT SOU TH (COORDINATE) 1 $ECT • SF SHT SIM =SQ. ST .;T S D. STL 'STR SYM �SYS SECTION SQUARE FEET IEET SIMILAR SQUARE ; STRUCTURAL TEE STANDARD STEEL ,STRUCTURAL SAM ET RY, SYM METRICAL SYSTEM T &B TOP AND BOTTOM T&G TONGUE AND ' GROOVE TC •:TOP - OF,,CURB ELEVATION TEMP TEMPORARY 1HIt TI IICK(NESS) ,; , TOC `TOE=' OF CONCRETE 1OL 'TOLERANCE TOS 'TOP OF STEEL, TS STRUCTURAL `TUBE TYP TYPICAL UBC `UN'IFORM B'UILDiNG CODE UL_ UNDERWRfrERS'' LABEL N Ut5N UNLESS OTHERWISE OTED UPR UPPER VB. VAPOR BARRIER VERT , VERTICAL W WEST (COORDINATE) W WIDE FLANGE W WIDTH, WIDE W/: WITH ; W/0 °WITHOUT WWF WELDED WIRE' 'FABRIC GENRALNQTES 1. OBTAIN MECHANICAL & ELECTRICAL CONSTRUCTION ` PERMITS FROM CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3• COORDINATE WORK WITH BOEING GENERAL CONSTRUCTION UNIT THROUGH THE CONSTRUCTION MANAGER REGARDING STAGING AREAS AND OTHER RELATED ACTIVITIES OCCURING IN THE 21-03 BUILDING. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF S , , DEMOLITION AND SHALL STORE CONSTRUCTION DEBRI,, CAUSED BY '� T MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE COI'dSTRUCTi iN MANAGER. 5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL;; BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES.. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL. BE BROUGHT TO THE E ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. REPETITIVE FEATURES NOT FOLLY Y S HOWN R NOTED ON THE ULL S � DRAWINGS 'SHALL BE COMPLETELY `PROVIDED AS IF DRAWN IN FUEL DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, METAL SUDS, AND TO THE ` CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE 10. PARTITIONS SHALL ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 11. PLANS WHICH APPEAR AS N CIV. TR U T RA lA•fS , S 0 L L, S UC U L, PLUMBING, „HVAC, ELECTRICAL DRAWINGS `ETC•, ARE FOR THE PURPOSE ONLY OF "ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT ,6E USED THE PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO ;THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF '•TNE WORK. 12. THE GENERAL CONTRACTOR . AND 'RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION ` OF ARCHITECTURAL STRUCTURAL, MECHANICAL '& ELECTRICAL WORK . ARCHITECTURAL., STRUCT JRAL MECRANIGAL &. ELECTRICAL DRAWINGS SHALL BE 'REFERRED 'TO .IN DE OR FOR COORD NATION OF SPECIFIC RE( UIREMENTS. 1; ,F • 3. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH 'SURROUNDING FINISHED CONJ`ITIONS OR AS ''INDICATED ON THESE DRAWINGS. 14. REPETATIVE FEATURES '`NOT FULLY . SHOWN OR NOTED ON THE DRAWINGS SHALL BE ' COMPLETELY PROVIDED AS IF DRAWN '(N FULL. • . A T N �tWF! TI .. 15 .�BES OS 0 ; CA ON w , A GOOD - FAITH ,StIJRVEY OF THE BUILDING HAS BEEN CONDUCTED' AND;; NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THE BUILDING FACILITIES DEPARTMENT r." Nyp.fn�. 11'1'1111 I, III 0 ;atHSO1M 1 OE 6Z TI �IT�11►Il l,T l►II 1 I 111 :111111 'RFX. r.. t.. .1. tyrrr ACCEPTABII ITY THIS Ds SIGN •AfEWtif S PECII'ICATI61: I ; 'APPROVED jPPRbvCO try. DEPT. DATE RA BY. RLIEN; ttrt n D , DA'st G..MI kc HECKtD LLER S, "CRUSE G.CULTUM -' Ah���ADRI 24.94 u'i: �P '¢•;; s: :nw 11111111 84 L.? 9Z GZ e. 1111! 111 II ! 1111r1i1�in II 1( ( i M' IIII re "id !�! J �.J ;M f..• - ,:.:- rdµ; z- :.:,.'l�+.rhz.a :a7.Ysa..u+La'.i :ii= .Yls�+43. s5'•dc: ° :tir: ": •'.':z•+j;.. i7.C,#rY-,t[s _11.. :. ta.;a c.. .,'ate• NOTE: If the microfilmed document is less clear than this notice, it is due'to the quality of the original ` document. ( �z t2 t 1 ( iI ' !! I !! ! VIII !1 III.iULII I I Ll�1 1 ! L111 II N�1� 1 l u rexvsrrrx ;an.....rnka.Yr_+a�ravrmr.. ,r� •.�• as�ich.�+ -z ��•... OZ 6t 8t: Lt r,• r�. ?.•r 1'1'1 91 9t ' 'pit £t Zt It dt, G 8 L 9 r I I I I I � I ( 1 I ! ,l,Ii1lUI 1 1! I! r fly ! 111 I I I Il l., 111111 11 I 1 Ii I ! Jr 111IU I'll 'I'11 II1 10 rJ !11111(11 F'. l'1;11 I 1 II` i 11 ► GERU ti< ,12‘, SU81tlLE 'TITLE CONSTRUCTION TYPES BUILDING 21 -02 BUILDING 21 -01 2 STORY TYPE V -1 HR SPRINKLERED 2 HR AREA SEPARATION WALLS 11,400 SF 4 2 STORY SPRINKLERED TYPE V-1 HR I 1 r 25,200 SF I 1 STORY TYPE V- HR l SPRINKLERED 32,400 SF 15,020 SF 1 STORY. TYPE V -N 2 STORY SPRINKLERED TYPE V -1 HR 32, 400 SF SPRINKLERED AREA OF WORK 1 STORY TYPE V-N SPRINKLERED 32400 SF Y S OR' , .. S I fKL " � 1 • :DINT(, <Z1,4 " x ` 1 2 ' HR AREA SEPARATION WALLS 4 HR AREA ' SEPARATION WA LL BUILDING '21 -04 1.. & 2 STORY TYPE I -F`R. SPRINKLERED i ! N BU ,.� DI G 1- 2 05 173,200 SF SITE P:L;AN SCALE: NO SCALE KEY SHEET CITY OE ',TUKWILA APPROVED MAR 4 1994 T ,a BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 25 1994, PERMIT CENTER BE&c E G NEERS SfMCOL DYE LAST REIASIQN BUILDING 21 -03 ARCHITECTURAL MASTER COL liitllliiillll XF s: w §NEET Al Jos- NO. DCA -94024 D.C. Dw° 47)' 21�O3 --A1 ; •+nli- +'•.win•+.. :..I x•11 •. li . COMP NO. r r,9•:?'e rfW ..7 INCLUDED IN SET REV DATE DRAWING NO. SHEET NO, DRAWING TITLE DATE DRAWING TITLE PREVIOUSLY IS, "NOT'IN THSUEDISUE IS S IN THIS ISSUE 21-03'41 • 21 -03 -A2 • 21 -03 --A3 • 21- =03--1 A 16R 21- 03.1 A17R �► 2.1- 03- -1 A16 • 21 '03 °tA17 • 2:1- 03 -A166 • 21- 03 -A167 • 21-03-1A286 • '21-- 03-1 A287 • 21- 03 -A350 21- 03--A500 INDEX OF DRAWINGS . A3 COMPOSITE FLOOR PLAN 1 A16R PART I AI. FLOOR PLAN - REMOVAL 1A17R PARTIAL FLOOR 'PLAN REMOVAL 1A16 PARTIAL FLOOR PLAN 1A17 PARTIAL FLOOR PLAN A166 PART I AL ROOF PLAN A167 PARTIAL ROOF PLAN 1A286 PARTIAL REFLECTED CE ILI:'NG'PLAN 1A287 PARTIAL REFLECTED CE 1 L I NG PLAN A350 DOOR SCHEDULE A500 DETAILS OR 1 G ' `02.24.94 ORIG 02.24.94 OR I G b2.24.94 OR I G 02.24.94 OR`IG '02.'24.94 ORIG 02 24 94 OR I G 02.242'14 OR I G 02.2.4.94 ORIG 02.24.94 0R4I G 62.24.94 OR'IG 02.24.94 ORIG 02.24.94 OR I G ,L 4? . 2.4 .9 4 OR I G 02.2.4.94 PREVIOUS PROJECT, NOT YET ISSUED FOR CURRENT PROJECT FOR REFEFENGE'ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION SEE SPECIFIC DRAWING FOR NATURE OF REVISION CIVIL /STRUCTURAL STRUCTURAL GENERAL NOTES 4 PARTIAL ROOF FRAMING PLAN PARTIAL ROOF FRAMING PLAN WALL PANEL ELEVATION SECT I ONS & DETA`I LS ORIG 02.24.94 OR 'I G '02.24.94 OR I G 02.24.94 ORIG 02 24 94 RECEIVED CITY OF °'TUKWILA FEB 2 5 1934 PERMIT CENTER APPROVED DATE ACCEPTABILITY G MILLER THIS DESIGN AND /OR SMC'IriCA11014 is AP ROVI D R' ITN COMP ` NtC0 . 16M5,INCH _ : :rte -_,✓ 490vs..ntlal ttw'� 4t4": microfilmed docueat' is Leas clear than this notice, If it is ra due 'to the quality of the ` 'Original ` dncuraentt l�z l ,�•. .. .. r -I�l .. � y. , 'p',f 1 .. s. ,` �i . r. ,� ..g• �, l : litho " ' m �r + p1, r( , � . :r:F'.• �f iILII2 IICIII9 II I- I. Y^S2 la II 1� 1i1 cill�U llUz l !IIL I IIJ O UI6 11II 81 Ll 911111 '1191 +lL II rL 1'1'1 '11 6 � r� +4 _,a•. 3�y�;. � 4 • .y. 4''.it' +�,.�ri• r� A.. 3'�..!j,� pc rG.. �..c.�..� .. F�_: ���i7 .. .�,��, .?�'...: . yr,. ; it r ✓:.r � rt, -9 G H.:4'••••• 9 S +iII li !IU 10 11'0 111111411- f 9P:4J l��i�• �I+ �i�ii�" �wK .��riNVy1i41�Vi.�+��..ri -.+v7 1 s.:. Irfi�Mr:• ) f. J GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. SEE QUADRANT DRAWINGS FOR SCOPE OF WORK. • • 10 • .•1: . • r, J ::t. • f, •1 OR t it • ..• r• ii•► . • �: ji]• • t• 'X. int . , , i" , •.�x. I� V :!• 1 .f, : f a,i .,r: } iX ►a ;ij f1 • ,r ,•jar • ,i�� r ! • r • o i •f: � iw�' ~•!•S`idt'�■r�At •f:c�',� _:f .li .,r.:a . !.. •M. �+ii• .•• ;L • • 1 1 0 • r •• 4l•• •. I!jr 4141 u t i■ ■P• M • i •41 •• •• 41 41 o Ga�I ta! ,!R t•,:)t. J • c t.Ct'� • :•f: J t .1 tii• ii !. • • •,:s1„1 •�a BUILDI G DIVISION 1M4 1M3 RACK -u1Z !RECEIVED CITY OF'TUKWILA FEB 2r1994 PERMIT CENTER SYM! ACCEPTA "I'LITY pG MILL R DATE 1.H1S bESION, AND%t)R ti SPE(Ir1CAIION is APPROVED f[NG ERLIEN 11 . APPROVED 8Y OEPT. DATE G'.MI LER ii1 t LAST REV1SlON SNEET 02.24.94 ri'*4f° TSKfg EtlZ.' �'aWe:v3c,'Cei"J:.k:.: f.'...+�3J�. :,��'>fi/W�.:./.:.•e �ht: "PC111':r • t.. • ..L.AZ:•4 ."%t. -- .-- .:AA1Gri',,Wa T51Yw-c,Y••• +.:4Yfe .f', sl ii: .:�� +•'.�:�- �':: :L01Y+.1.1MFf'u'C.F,. n,. -'S:+t .�' 4 5 6 7 NOT : If the microfilmed dacu**nt is l €se leer that this notice it is duo to the quality of the original document. do sz Se Lie' 9e cz ; Ve , CZ zz tz OZ .,, 6t 81 LI .qt 0I t'� et ZI II 01 • ( IIIIfililll1111i111111�1111IIf11�lII lI1111�1f11IIIII�IIIIIIIIIi1lII i11�111J� !t11111I1bI �l!!i;' '�1l''II 111111 iI 'I Ih 1111 (Il�l1fI1111111111i'l r.. s. .�..� .. { c� �`•- `J' s Ste. r,.•<,- ::4... - +,i I�} f,.,+ �J.. ?" �. d•.•_.? u'" r',...... �.'! a= Y, �. s«�.`.^�./.- 4�"',�'.�#_.,,*�'_: �.'i%. ....?_..._. .t, ,...._.•' :•vs. ?, _... ��3', .,._ _ ��SA rI,.' r r�r> �. �...µ .. �.,�, .... Z 1:4 ww0 II 1 If, Illl, 14411111111 Illil�lll IIIII�IIIilill�llll1)11111 ib r � • CONSTRUCTION NOTES: 1`> REMOVE SECTIONAL ROLL —UP DOOR, DOOR FRAME, REMOVE SECr!�J CONTROLS AND ALL ASSOCIATED DOOR COMPONENTS COMPLETE. ✓`2`' REMOVE CONCRETE BLOCKOUT FOR ROLL= -UP DOOR AT 'BUILDING 21-05 - REMOVE BLOCKOUT IN 5" THICK PRECAST CONCRETE PANEL (APPROXIMATELY 20' -U" x20' =0 "). REMOVE METAL STUD, THERMAL INSULATION AND GYPSUM WALLBOARD WALL AT BLOCKOUT AT BUILDING 21 -05. REMOVE 'WALL AT BLOCKOUT (APPROXIMATELY 21' -0 "x28' - -0 "). i1 11 II 5 I1 11 II It I1 11 11 1 1 1 1 1 seaooOMARIOssro-.1111M- -so-sQ • -w+ -rr- °12-100 woo Ago,- asorss.......o _w sr vsmoomww.ea asr -Of .o.-.1111a. ---- IMUOW r a • r.411MII .n rauno+.moal ,sue -.IIe ER 2 5 1994 PERMIT CENTER suamit SYM DATE SP CIFICATISI 'N AND %OR N IS APPkOVtD APPrioyED BY DhTE 02.24.94 ARCHITECTURAL MASTER COL H- 'N/8. -11 - d or.r.rallt ' 4 .y .o.a._....�., w.x. -c ..tiv�.t;•.,*ser., ., cRi�.-:: >ii ,-Ya 9i+'rs' ,r ,`^^��. -= Cti�v:ppsr i.. .'y'r,�..w rra.. NOTE. If the microfilmed document, is lest clear than this native, it is due to the quality of the original document. • -...- ... dMs.,.. A .....,.,211......_•4MM∎111r.mommom. _ s- .INOM,.....f.__ .... JIM 11141111- a LEGEND: FOR LEGEND SYMBOLS SEE SHEET 01 ; GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. CONSTRUCTION NOTES: �► REMOVE DOOR, DOOR FRAME AND HARDWARE COMPLETE. REMOVE WOOD AND CONCRETE BLOCKOUT FOR DOOR AT BUILDING 21 --05. REMOVE BLOCKOUT IN 5" THICK PRECAST CONCRETE PANEL (APPROXIMATELY 3'- 4 "x7, —2 "). 3> REMOVE METAL STUD, THERMAL INSULATION AND GYPSUM WALLBOARD WALL AT BLOCKOUT U7 REMOVE x AT BLOCKOUT (APPROXIMATEL 0» 2 8' -0 ►} REMOVE SECTIONAL ROLL —UP DOOR, DOOR FRAME, �- CONTROLS AND ALL ASSOCIATED DOOR 1-1 COMPONENTS COMPLETE. L..LJ REMOVE DOOR, DOORFRAME AND HARDWARE COMPLETE. SAW.COT AND REMOVE 5" THICK • PRECAST .CONCRETE PANEL AT.. LOCATION. SHOWN (APPROIMATELY 3' -0"•x.'16'.-0").. SAWCUT AND REMOVE ' • TRICK PRECAST '" C 5 CONCRETE- °PANEL • AT LOCATION SHOWN F--- `(APPROXIMATELY • 3' -4,d x7'-2" . r ., ,- � x ' " OVE' CONCRETE • CURB ,;AND. • �AWGU1 •AND. REM ASPHALTySURFACING AT LOCATION -SHOWN E-- (APPROXIMATELY • C�7 ) REMOVE LANDSCAsING FROM AREA SHOWN COMPLETE; • CJ 0 • O L.�... LJ • IA1IR RECEIVED CITY OF TUKWILA FEB 2 5 1994 PERMIT CENTER DATE SY4 ACCEPTABILI- tNIS `Es16N AND /QR sPtTTht iiON Is .APPROVED D TE Su&TrrLE PARTIAL FLOOR PLAN REMOVAL PROVED DY ttPT. DATE JOB NO, DCA- 94024 DV/0 Iac 21:-:63-1A1713 *MP AO. ,.rx %- �Si�' �. �ni?•+ �' G�': T. FIP .�.��`a-i"f.."rS;i::'?%a�r`aG' U. , o�y -7� si n104rJU..?7 ".:.- �,^' t 5.`� <'jiF 4Ii f : f<. t' xs�' �`-- nrT, e", 3�'.` �# r�x�^ �", �'%$ s+.: s'•' �r�P. i�. w . ^.•v^�:..�..,.,x- a'.��.''*.��w r�u.;z�",R ��t';ii:::tx t*�•�'0'3'.s x$ ,.t.r ±' �..:r,Y'Ni ,, -✓ •✓ i- t,.�.•„ r. n. -. x /'�.r.Y ,N .,:..,...9 rt ,. .., of -t' >., , .a.�r —,r r.•,:.y ��:.sV . . x,:;. :.� „+�. .f+w• ,wZ ..` +-sod ...•: *+., L.. t�* a., wc. lfnn:+. Y3>- S:: r-+!'. n%.•,F °l..iri.�a.:. "ln'`�r+•riF J(, 3 4 7 8 -. ✓xtc t ♦, x. -• ^.+GY t -..✓.. .ye.zs XC:e -. a� F `nC: Kca r ":7u IKsx 4ti .0 °- NOTE: if ` the microfilmed document is .Mess clear than this notice, is, is due to the quality of the rri$inal docu>Ilieut.. O€ 6Z Be 12 '9Z SZ bZ zZ to 0z GL • f l Ll 9L Qt bt et et tl QI, llf11ffIlV 111II 1111llllll01f1lhilitll ii t llftlillll ill ll�iltl I[!' IIl1 ll��)p)p{{������_ illlill_I 'il' I 1 C! 1 Of III lfY i I �.�i2' '] z , -. }j,,i�.,.i '.< y,S'LY `%i -Y. ti�:�,puti""7.r gKi,v� Jr�C4, f'1' f! Ffi Y�Y l,y` fe :. •y +f t, bt .'l` /ff l:i�^l-„r$.f%{��: �5 �;�. / ,.j S �c f •.«v" Jf . .. i. {r�1` ^:s," d;.: i!•��: � s'� �r � `r � 1�•rs ^. f.`�.,,1; 1`f na � �} r�,�•� { � s r d �?i ,r -. ,.... � .c.} ,r- :. ' !; '1.� ,x •,S�,f,.C"SFF. Y..P . � ; s ..T rY.. :i..' .c .. �.f ‘"41-1,4tiv..4,iitt041.1,64%.,...444.4(41400,.,;.404.0:4 CCICIDEXISING DOOR 7-1(13.1)EXISTING MINI D'clOR 6.-8" MUM CLEARNCE E 11 _ PROVIDE 7'-O" HIGH DEMOUNTABLE PARTITION _ (O'BRIEN DEMOUNTABLE PARTITION WALL SYSTEM) COMPI.ETE AS SHOWN (APPROXIMATELY 7'-09x36'-O" ). PROVIDE 3--HOUR RATED OVERHEAD COILING DOOR, DOOR FRAME, CONTROLS AND ALL ASSOCIATED C(ApOMpRRO01,),,,JENNTATSELCy0M20PliroiEn x20, ). 3. FOR HEAD/JAMB DETAIL Al 3-HOUR WALL SEE DETAIL 1A16IA500 0"VIESRIIIINEGAD3-CHOUR G RAZED avacsonswromamanse ..not ammonteramerisurwsos- etwv-Ine. -..movarnmeirmosewsie-game-aarr-sprowasmesnamms".-ae-saar-rawassamsesswerum. -1110..10111~MMICOMBOWIONMI -IMMIIMMININIMIUMNIVIIII.- 41 "a -VOW IIDININIMINIMONI1=0•10M- fIli0-01111•1- WIAMMOWISZIIMMIWWWW,••••••=11-41110•11=1,1111011-11•1* saaaanaa - -la 11110.=011111MIMIWIVIR110111-0111,121.0 MOP ARM- Nan 1A14 1Al2 1A17 1A15 1A13 DATE ACtr.PTAgiLiTY THIS RESIGN AND/OR sPEcirtkroN S PPRovto DATE -ARCHITECTURN: .MASTER 1A16 JOB N(). DCA 94024 21 COMP NO. ir00`21Witwov.,,uver,t4A-reAr0YRIZ5V. I8 H$ INCH NiitEi-T7rfthi. microfilmed doctuiene'1.8 Iees clear than this notice, it is due to l'... the quality of the Original ' document, OC . 'Sz - 86 :12 ' §e ge ire ' i ce ea l'tz -, oz ' 61 a , . '1111'11411111111111iliffilitliikliiiiltiiitililinilldifi'llkthiftilitlitidillifilikILilij 101)0 I :?.'-,-.:i,--27E,:0.1,'.t.0:0-if.2'4-.,,i,,3,o-i,i,N41,tiliw:„Ke:O.:55:40,'-'4W-W4WM4'.:4'e-,,vi,...1.,),t-Vi..10';.:?trt,;;:-c-4.,,,-,?..,:h;..,„,., -':..,...-!:-..:,.--...,,,,,...-",..;.-::,.....,:..,....c.-.,-•.,.,k•-,,.,64:i..9•-,-,.4s...i.-.cr-.%4,:-1-,i<,,,,,...44., 91 91 tt Cl t1 • tt 01, 6 e z JJIIhI!I :9 i.o 91 1111111110111111111 ItH111611 r T sa..r:':�:, di.w:.'?..GZt'a�', w....c...✓,.tiG.�.. X. ,.y `l.1�fc, vra�n -M'rr '•a_ OEM '•i-IR M.. Or' rrr`absVo serrlrr Aro warasawreworwermorr OFFICE '101P�OJ CONSTRUCTION NOTES: PROVIDE 3- -1-1OUR RATED DOOR, DOOR rRAME AND HARDWARE COMPLETE. ?2> PROVIDE. 7' -0" HIGH DEMOUNTABLE PARTITION (O'BRIEN' DEMOUNTABLE ` PARTITION WALL SYSTEM) COMPLETE AS SHOWN (APPROXIMATELY 7' -G" x67' _ 0" ). PROVIDE DOOR, DOOR FRAME AND HARDWARE COMPLETE. PROVIDE ROLL- UP DOOR, DOOR FRAME, CONTROLS AND ALL ASSOCITAT ED COMPONENTS - COMPLETE. (APPROXIMATELY 22' -Or x16'- - -0 ") PROVIDE ASPHALT PATCH AT DOOR.. FEATHER ALL SIDES TO MATCH EXISTING GRADE. (APPROXIMATELY 9' -0„ x 5' _ 0,, ), BUILD! 1A10 1A11 1A16 1 1A14 I 1Al2 I I 1A17 % '1 A15 ; 1A13 G' DIVISION 4.- APPROVED Dor1E ACCEf'TA1ILITY THIS DESIGN AND /OR SPECIFICATION" IS APPROVED 'APPPOVED DY Dr:PT. DATE Sttitttit 02,24.9 PARTIAL FLOOR PLAN. BUILDING 21 -43 ARCHITECTURAL MASTER COL N— U %8 —T1 COMP NO. :'-4' i':. , '.� :f.:lY.iti . ✓aeJ W a.-. 1' • L `? -r.1,,Y,w:^`? vt ,r.Qr3'�+t?..: 1 i• `Iti .r. /7 i • :: h a 5 '444:4e., w+,:f tY . • rw. 1 I ' k.EjPJvr i rift f1f ,,; •I, 1 I ^•� =C�: -. , ,.1.. _ ,..cr: -a.- .,§....�.r..x.. ;,W�W.....t. ..„......'.. ..,..i„.v�ra3.,...;R, r .,µ NOTE: ...•,i the microfilmed document is less clear than this • notice, it Is due to the quality of tho original document. • ' Ez as to OZ 6t . Di _'Li 9t gt a ti et u of 6 Yy f III ►ilIIIII!!!�tIILiS1tll I.i llll�Ill11 li�l1I1k1ils "II � . _ „I �..I �IIIIIIf 111 I. ! !II)” Ii(IIiIIIIIIlI 11i1 ► ,+' or ,� ,mss �A S' i's+= d` f:. :- 1 _ :, �j �� �} " (' :�? " r l5';�3Syt" :.x =,.r -, ,::.a ,-i. . �.... .�I.S..�n�....'..i,....- :,. /x.. ,..rf't..:.._J:.r.....� ,1_,.... ✓,.�......:. ,.i r!•�lc:! } - -.! '�.r<s..�..5 ,.......•�J.,., ... ..,,. ...- ra .w�. 8 L 9 S * Z l rvn lI II If1 �►µyl III{ IIII! III�II�i�l if in l, 'lll�,.i'"�. .k ( '..- . :�•1! . !fix? ".NSF: �'Si•1�i9. J2fiis'. -„S •i'?�r �. , .....+c - ...t.H ...:rr:!• -1 % • GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTES: PRO VlDE SMOKE VENT AT LOCATION SHOWN. COQ R DINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING ` FRAMING. SEE SHEET S166. foe BUILD! 1 ':4FCEIVEb CITY OF TUKWILA FEB 2 199. co PEROT CEN'TL�. APPROVED HATE ^ -y DRANlN BY DATE -ACCEPTABILITY GMI,LI R 'C� THIS CESICN AND /OR MUTED/ SPECIE ICAIION IS APPROVED r. s .' R I{-N." Cr ' APPROVED DY DEPT. DATE G,MILLER S.CRU • E sutrTLE ,:fn's . '. %.iF' + >_! .'• .i. sz ee Lz 5Z z +7z f £z • zz t2 Oe st . • s1 � 91 . • 5h, e1.• zI ►� 01. . 1LIII!!!ll Iiniii1nlllil i1!► �i ►Int NH null is i��l!i Otl1I� ilit.11lu ,WI l I. s IIIII ! H VIII III ! I ! .I ,...1 i . , .I ; ! M , i I�� !� ,� s. ! l �I 1. >� ! � I. IrI,III.IIII ► t �tJ'Ilf �� I f!t s� 1►�111 ►I,IIIi!!�! ✓ sn�. ✓ ,y. `+ ?.'%`+ f .¢ <ir` "re %F rG•. Ia tr ...5)3: 31f. ; jj� .:tT.' r• - i` "mss:' 2S .- tYa Y'yr', !�• .�n,.?�'•; ♦ - );� &� ,.:y � �' :��� � � )i`. tY , +'c ;- =l,ti :P�, i fw m�v� +;•'" �F�' {_, .' �i+-;�` s r�n'.; ,d 5", .+: w�r,�3('�� ,� �.� �✓ ;�� i 1:." .�F,.r..✓.S_�<<€�.e±....�F.��.i .f..,... .. ..t,Y.K...�.. �... ,.._.,.. ls,......_ ..,.f:.....''.- e._....'a Y. -�..t:...ar .J...i ._.,�I���..r • ... .s*i:... +a -- �c.iv... ,:' e..44 -e c.r.... r.- s'. uer^: t- e,.�a`atiatt:rrr•..,. «••_.s�: ..r•: r: i+4•"x+.'4w ...' .. r:. .- ..., POTEz I# the uiiCrofilmed document, is less clear than this notice. it is due'ta the. quality of the ceriginal document. • • +i'•YiY.ti+P�v 1.1r•- 4111w- mr11410•14Woav711. apt ._.--ar_rawsmonows -r1s Amer . wr+ werar _ tr. rs.MINIw/IMsI . - ._ -aaMmasIM.arP --s a. CONSTRUCTION NOTES:, 1 PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S167. MAR 4 1994 RECEIVED CITY OF TUKWIL FEB 2 5 1994 RtotioN ACC, EPTAE tL `CY -1HIS 'bESictr AND /OR SPLC(f ICAlk)PI IS APPROVED APPROVED BY DEPT., DATE DRAWN' QY G:M.ILLER • �1 trirtm RI_N G.MI LER t :. ttCK D S.CR SE APAAdvtO G;;ULTVM ( ✓ 'r.PAWR I suernLE PARTIAL ROOF PLAN TOLE BUILDING 21 -03 IAST REVISION SHEET A16 JGB NO' DCA-94024 DWG NO, 21- 03 -.A167 111 AIJI[ ' I r Y. III'• s•I ' r I III{I1I 4 s;.ta. ,..1.yr_.a•u.:.' -;^ auu::; c' s+ c,•: hi+ wrs x�a .r;,,- "",z,.+._;..:"/.t.•:.,.r5 f< ? NOTE; If the microfilmed document" is less clear than this t notice, it is due to the quRllty of the original document• z ee 6Z 9z Sz 47Z OZ 4z L Oz 6L / 6l LI 91 ...&I 17: CL ZI It Q( 4 j1101i n in nnIlrII I ninliinnloilliI &itii dnilannitt I Ittuu,IIln j)) I inIn n rti r '� s � . �„/'� !>,. iJlj 1:- ' . .GS„'7•i �3ri b' , Os lAA. ftt J l " •4.. Th_ '3 r s ,nr• 1.,� r . .' MD ..x.. ,... , r,..x .1l .,, �r., s_ .. �.�:..,u.sr„G. F<.,w.., r 4::a *,t�>. r'_• -+ .� ,_..., }s..xr..l •..., .. ,1..., ..�. '.aa ,f r .< u:..:afxit LEGEND; FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTES. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. A28G ' 1A284 1/082 ormrsomarnae- • WW1 9•0 'OW RE.nSK?N I3Y DRAW ' BY ACCEPTABILITY GM LER. 7�IIS DESIGN AtiIi /O!? ¶1 r' SP�CIFICAT'ON IS ADPROVED * R 1; N APPROVLD DEPT . nATE G MILLER E K D..: S..C°USE G:j UL UM c ATORI 02.24:94 SUBTITLE PARTIAL REFLECTED CEILING PLAN SASE REVISION SHEET 1`fTCE tZF' BUILDING 21O JOB' N0. ,, �r NO DCA- 94024 ARCHITECTURAL MASER COL H —N 8 -11 D G. uwc rya. ; .O • / 21 �t�3 -1 A$ '�"^�%�.�`.- +'•��.a�:�'r`,if?; ;'%,. �.w.�:'�.�r'.�'.�75s5; ,.e�"�,�iink'�'1:J'ct'iE . , .,_., ,+. ./' '� ' 3! fV',. =.! ) l'r.F°' i± 1':•>i:. r �' >t� :1. 4: �r1' ' �. 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LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUC1ION NOTES: L PROVIDE: SMOKE CURTAIN AT LOCATION SHOWN. cl7Y. ,OF TUKWbtA APPROVED MAR 4= ':1994 AS BUILDING DIV ION l l) t ,' '~I ' ter' it* ION MPROYED ACCFPTAI3ILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED /APPROVED BY DEPT. , DATE DRAWN BY DATE SUBTITLE GAILLER GM1LLER tHECKET S.CRUSE CU TUM TAMI CITY OF TUEKWII�i FEB 2 5 1994 PERMIT CENTER M -d- 0' 13 E +fit NGIN : i SVL CO DATC _� COMP NO. ...�1✓. -�2+ ri..i.+,�.+�.ii:�_ 1 r `� + ✓. l:.s J'r Y r, f f. ::.!' s r yfr• r ' _ ► i i l i l i f l � l I I I l i I i i , I i i + I l ( I i I t i � l I � �f, � r I I 1 i lII ,, () 1etHS INCH .1 ,;y�3 . 5 /�I�J " b.7 -- ,:q,.. -;. - .. .- xW:•:,: _�_- _._.»: : 'y 1.410 ,...a...z:,fX+ri74=: :%r .N -.4,.c r�+�yw•vf gC 7P!t^. �..,r: - ^c. 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METAL PAINT A 1,3/4" HM EXIST A FC METAL EXIST A 1 3/4' r, HM PAINT B 1 3/4' HM PAINT C 1 3/4 "4 HM PAINT DOOR CONSTRUCTION HM - HOLLOW METAL AF - ANGLE FRAME FAC- FACTORY MET- METAL FAC ING /F IA I SH, MP - METAL /PAINT FE - FACTORY FINISH PNT - PAINT EXIST - EXISTING • 1. DOOR .UPGRADED • TO 3 HR. '(EXISTING SECTIONAL'`DO(R REMOVED) 2. NEW DOOR OPENING.. 3. ENLARGED • EXISTING DOOR OPENING. (NEW- INSULATED SECTIONAL 'DOOR) •4. ' EXISTING DO017 AND FRAME: TO REMAIN. 5. •DOOR(S) BY PARTITION MANUFACTURER c1TY_ OF TUKWIIA APPROVED MAC ;: ' 1994 BUILDING DI ' IS ON PERMIT CENTER O AUBURN, 'WA. G BELLEVUE, WA. C7 EVE R ETT, WA. d KENT, WA. D PORTLANDD,rOR. O RENTON: WA. II SEATTLE, -WA. ,ACCEI3TA�I� ITY 'DAIS DESIGN AND/OR SPLCiflCATION iS APPROVED APPROVED 8" Obn. � E / •'F�'i ra.z •'fL. .7 +r. t I #tiw•:1 DATE ugTti ASP UE GLER/ SAAARI 0.CULTUM TITLE SYMSOL � O BUILDING 21-03 JOB PiO. 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AND BASF' • SHEET �- -- PLYWOOD DECK t, . -- -t-' -- 3/8 x3 1/2" LAG SCREWS (NORTH, Sc SOUTH) 3/8 "x7" LAC SCREWS (EAST AND WEST) 1A16,1A1.7 A500 1 crrcr C.,11 cmYtl3Sior3 t ,...,I cif plaa....dCCJ . not atdthonnm the vlolati ; c cny adop,cd ccdo or ordinane , Receipt of contractc,l o copy of approve -plans FIRE DOOR TRACK TO, BE SLOTTED' AT WALL FOR EXPANSION PER NFPA 80 1/4" .COVER PLATE AT GAP IN FLOORS Permit No. CITY OFT KWILA I MAR 14199 PERMIT CENTER itrVI9ON .: t , APPROVED DATE AOCERi;ABlll TY 3HfS , DE$IGN AND/OR SP iriCA1ON is APPROWO N'PROVEa t DEPT. oat DETAILS L SI ` RECISION SidEET ,. 'x33!1!` ;� �+•f,r•��++..+�c'�".'..fc. rt•+a^".tyTai.'.pr r rz?a° r' Joy,. f.•f3.- .I..ir +:, ,.�fiPY ty.}.:,.......W.KC. -J.. �r:.��h.J. - «.� —r .s- ..+mot >', .. v...u.:.:.2r .st''rE a. .,.. -. _......v. .,..,., ... .::v'<?:.::t..,ay.«...r;,caL!': x.a�+,.,,,,,,�., Jf .daa✓.t�.y .' r+ �r. �' �s +�+a�i�...f'�..Ff�f�l�'nJfi.;i. iii ..r,.Si =t4f.. 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AWS STRUCTURAL WELDING CODE — ANSI /AWS D1,1 -90 E , AMER I`CAN S I E'TY r OR '1`E T I'NG A D MATERIALS ASTM .oC s N ( ) F, AMER..CAN INST. l'TUTE' OF TIMBER CONSTRUCTION (A ITC) G. NATIONAL DESIGN • SPECIFICATION FOR WOOD. CONSTRUCTION NDS ) 1991. EDITION E. ` SEISMIC LOAD V = 21( W = " TOTAL LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 I = 1 0 C 2.75 Rw = 6 FOR CONCRETE SHEAR WALL SYSTEM CONTRACTOR, SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS `: FROM. THE DRAW I NGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING'CONSTRUCTION °SHALL BE PROVIDED., ALL PROPOSED- F,I ELD. CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER LOCATION AND SIZE OF . ,INSERTS, OR HANGERS FOR MECHANICAL EQUIPMENT PMENT SHALL`BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER, GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS •SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. DO NOT SCALE DRAWINGS. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305. SPECIAL INSPECTION IS REQUIRED FOR WELDING IN ACCORDANCE WITH IJBC SECTION 306, FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPEC I F I CAT I ONS A. STilUCT JRAL STEEL 1 STRUCTURAL. SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL *BE ASTM A5Op GRADE E3. D E FABR 1 CAT LON AND ERECT SHALL COMPLY WITH RISC SPECIFICATIONS. SHOP D 9..��• ,. RAWI'NGS OF ALL STRUCTURAL STEELWORK SHALL APPROVED BY THE ENG I NEER PRIOR TO FABRICATION 4 . MEMBERS SHALL EG EN NOPC� A��OF�APP01�D RR I ER SURFACES TO BE EMBEDDED I'NCONCRETE , FE OO ED OR ELD WELDED SHALL ROT BE PRI MED ; 5 . SURFACE PREPARATION FOR PR "I M I NG SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER ;'TOOT- • CLEANING. SURFACES :TO 'BE .PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER STRUCTURAL AND MISCELLANEOUS STEEL OONNECTI DNS 1 .WELDS :S HALT_ 1 A`LL DE A D1 ` C A T ED- 'ON 'THE 'DRAWINGS C`AND 'SHAL L BE PERFORMED BY WAD CERTIFIED WEDERSINbCORDANCE WITH AWS rAND A I SC'SPEC I F I CAT I ONS . ' ELEGTROES SHALL BE E -70 'SERI 'ES. STRUCTURAL LUMBER 1 ALL' `LUF BERR «SHALL TI E :GRADED I N ACCORDANCE WITH WfPA STANDARD' GRADING' RULES FOR WESTERN LUMBER, • ALL LUMBER SHALL- BE•SEASONED' }WITH A • MOISTURE Cg1TENT.. NOT TO EXCEED...1`9 %. ALL'BOLT FIEAOS AND.JNUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD`CUT`WASHER, ALL ;,I`EW FRAMING SHALL •NOTED OTHERWISE. �. 4x10 ;HALL BE' DF //2 OR BETTER (Fb ~'1 X50 p GROUT 1 NON= SFIRINK GROUT SHALL CIE EMBECO #885 BY MASTER BUILDERS, OR OTHER ' APPROVED ABBREVIATIONS AT ARCH .....,ARCHITECT BM . BEAM BTWN BETWEEN BLDG BUILDING BOS BOTTOM OF STEEL, BOSOM (WELD SYMBOL) DOT : BOTTOM CL CENTER LINE CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINUOUS CP COMPLETE PENETRATION DIA. 0 DIAMETER DF DOUGLAS FI R EA EACH EL ELEVATION EW EACH WAY FIN FINISHED FL FLOOR FS FAR `SIDE FT FOOT FTC FOOT ING LLH LONG LEG HORIZONTAL LLV LONG LEG VRTICAL 'MAX :,....;MAXIMUM MFR MANUFACTURER MIN MINIMUM NS NEAR SIDE NTS NOT TO SCALE NO NUMBER OC ON CENTER ('PNG•. . OPENING PL PLATE RE I NF RE I NFORC I'NG , REINFORCE READ REQUIRED SECT SECTION SEL SELECT SHT SHEET S I M S I M•I L`AR ST l_ STEEL STR STRUCTURAL SYM SYMMETRICAL TOC TOP'OF CONCRETE TOS TOP OF STEEL TYP TYPICAL T/f ... , ... TOP OF TSB .. TOP AND BOTTOM ONO UNLESS NOTED OTHERWISE W/0 WITHOUT W/ WITH DRAWING INDEX S2 STRUCTURAL GENERAL NOTES S166 —S167 PART 1 A ;'ROOF FRAMING PLANS S500 WALL PANEL ELEVAT'I ON /SECT IONS & DETAILS RECEIVED CITY OF TUKWNILA PERMIT CENTER DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIrICA'fION IS APPROVED i .W. ,Yim LE klvv N.SHAHBAZ IAN i'4 al IJ GARAM WIRO W.L.Mooz.L � ;ANS.RI Cf racy -.._ �. -- urtar r1°' LCA 94024 0.(-; , ��•: w , Clwc R loar #3�<r`31'Z? 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CONSTRUCTION NOES: INSTALL 4x10 PUPLIN AND THEN REMOVE EXISTING 2x4 ROOF SUE?- PURI?INS WITHIN THE SMOKE `VENTS ENSURE POSITIVE 'BEARING E3E1WEEN NEW 4x10 AND PLYWOOD ROOF DECKING. ----- EXIST IOOF"GLU7 LAM BEAMS TYPICAL ON COLUM� I LINE ,,J" TO „T" "BUILDING DI 1SION s160 S166 ; S1'64 RECEIVED CITY OF TUKWILA FE 25 1994:. RERAN'!" C6ITE.R RAWN ACCEPTABILITY D H;SHA BAZIAN , *Is' tIESICN AND /oP r : � s SPECIFIC/0'10N IS APPROVED A PRvV D BY DIPT. Ddtt H,SHAHBAZIAN `> fttCK b ,; S.RANGARAM ' DATE sue O t FAQ I� -- ---- 92.24.9J STRUCTURAL !ASTER COL N--rU SHEET JOB NO. 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AROUND • OPENING- --., `--- NEW 4x10 WITH SIMPSON "LUS410" JOIST HANGER (8) --16d @ HEADER AND 6 -16d @ JOIST ~--- EXIST 6X16 ROOF PURL:IN CONSTRUCTION NOTES: SFEI UIvtERSibE OF BEAMS SNUG TIGHT AGAINT TAE TUBE STEEL FRAME TOP CHORD TO OBTAIN POSITIVE ''.BEARING INSTALL FRAMING PRIOR TO SAWC UT. ING CONCRETE';:. PAI�lEL: r: VERIFY AS BLTILT DIMENSIONS TO UNDERSIDE OF f - ROOF 'OURLINS BEFORE FABRICATING STEEL FRAME. 'BUILD NG DIVISION RECEIVED CITY OF TUKWILA REV!SIbN DOE SW 4 ACeEpT�giL:lrir AND/OR 5PECirICATION IS APPROVED '" APPROV O 8Y CEPT, DATE E1 AZ IAN H:SH 1' E1N kED. r .W.�YIT I `t" • H.SHAHBAZIAr r etc .� , S:RANo CARAM APPROVEDY . W.LMOOR `�pA���AbRi SUBTITLE LAST 'REVISION SHEET COMP N0. 02.24.94 9Z 5Z £Z i? fl% I'111I►1 i iluli` ii IIlII� t thdil!1 4 � . ;, , ^�:s..- r,�.�.::x• aµ[:. u,=...:,... aot- ..:..::cWSt�sw,ns..:..;x��.s�" s .- .t.;tipie.:'.A. >✓;:fx�- ..t... WSarysucsr; s^.''�= .:�c.ar'. ;�: " " -: -�'" Notts if the micro> ilmed' document is less clear than this notice* it is dud`to the -gnulity of -,,the 4pttglnai docuaeento 6t 81 Gt 91 gt +/J, Et Zt ' tt Q L 6 � 111 a `'., EP1 I! I II I�LI1JII f u 1 ' 11 {111111TH 11�t�t�11.lI!! :-�i'-'�. f �,. ✓:: .. .. f 28' -0 "t (UNO) • ale 32' -O"t 32' -n 32' -0"t 44 M A166 A500 TYPICAL 1 b OD ZO N' too 5, N 10 N 1 i'v• i • LEGEND; FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1, FOR GENERAL NOTES SEE SHEET GI. CONSTRUCTION NOTES: P PROVIDE SMOKE VENT AT LOCATION SHOWN, COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S166. CITY OF TUKWILA APPROVED MAR 4 094 A ' BUILDI A160 A161 Sn __ =ID IND AND WM A166 ; A164 j A167 . A165 A162 A163 MATCH LI NE - FOR CONTINUATION SEE SHEET A167 PARTIAL ROOF PLAN SCALE: 1/8"- 1' -0" t 1-'' PARTIAL ROOF PLAN KEY PLAN wire FEB 25199 Perm am; Inc ENGINEERS 'arses FACILITIES DEPARTMENT 1.451 meow vat NO. DCA -94024 N0 BUILDING 21 -03 ARCHITECTURAL MASTER COL H- N/8 -11 D.C. 21- 03 -A166 O i 1 I— Z 1 CD I — J O m uJ (1) Z O Z Z 1 O O L.t. 1 is: Z 1 —J U Q � 1 11 Cl_a) (9) 60' -0" • MATCH LINE 60' -0• 11101-0" FOR CONTINUATION SEE SHEET Al 66 — — asseetessisanwswimase -4 32' -O "t 44 M 32' -f 32' -0"t T SIP MO MP SI MI -- - -- 28' -0 "t (UN0) 0 1 wet 60' -0' -- - IMP I•• - - - -- A167 A500 TYPICAL IS — PARTIAL ROOF PLAN SCALE: 1/8"= Caco Q M 0o Log' (1) L1J (!) Z O Q Diko r>1 I Z�cI ON U I O ++ L.J tool z UaO I—' Q N; • to i 1 i N 1 { N) LEGEND: FOR LEGEND SYMBOLS SEE SHEET GI. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTES: L PROVIDE SMOKE VENT AT LOCATION SHOWN, COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S167. WY OF TUKWIIA APPROVED MAR 4 1994 BUI A160 A161 A166 A164 A162 DIVISION tTh (i1 A167 I A165 A163 I— KEY PLAN am °itiL to FEB 2 5 1994 now On If ANSON '0sawo FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND. /OR SPECIFICATION IS APPROVED wPR 0 DEPT. OAR ;r, ketiftini 1E SW/17U 4.94 PARTIAL ROOF PLAN UST REVISION ERIC ENGINEER max OM BUILDING 21 -03 ARCHITECTURAL MASTER COL N- U/8 -11 D.0 SNEE1 A167 Or 1o, No' DCA -94024 21 -03 -4167 COMP NO. 94024A.L/420017R G111/0224.94/09:12 1 1 60' -01 110' -0" • 11 Sqgi-007y MATCH LI ff A286 00 (A\ A286 A500 NE - FOR CONTINUATION SEE SHEET 1A287 PARTIAL REFLECTED CEILING PLAN SCALE: 1/8"= 1' -d' 60' -0- C8-) AMMO Aran FACILITIES DEPARTMENT ACCEPTABILITY Ns DESIGN AND/OR SPECIFICATION IS WPROVED APPROVED NY MAT. DATE {F1) 1 1 W LLJ V) 1 tol M °Di ID N LEGEND: FOR LEGEND SYMBOLS SEE SHEET GI. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTESL PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. CITY Of TIND A KK 4 F 1A280 1A281 A286 i 1A284 1A282 1A287 1A285 KEY PLAN 1A283 SUBTITLE PARTIAL REFLECTED CEILING PLAN LAST NDSON — <H orrvire,ma FES 2 5 1994 Per arrw Inc ENGINEER* treat DATE TfftE BUILDING 21 -03 ARCHITECTURAL MASTER COL H- N/8 -11 DC 1A286 "D' DCA -94024 - 21- 03 -1A2136 DT 'ape ND. c1) f 00'1 CO • 180' -0" MATCH LINE - FOR CONTINUATION SEE SHEET 1A286 I 4 f 11 60' -0" WS IS -- C A 1A287A 0 l X94 -Ooh PARTIAL REFLECTED CEILING PLAN SCALE: 1/8"= 1. -O" LEGEND: FOR LEGEND S"`4BOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET GI. CONSTRUCTION NOTES: PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. 4 1A286 1A284 CITY OF TUKWIU APPROVED MAR 4 1994 r 1A280 1A281 110E/A�G FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS D APPROV[o Elr DEPT. DATE %urn s KEY PLAN PARTIAL REFLECTED CEILING PLAN LAST REVISION areminintrwu FEB 2 5 1994 r arm n ac . NOINUIR$ Itnact DAN TITLE BUILDING 21 -03 ARCHITECTURAL MASTER COL N-U/8- 11 D.C. w., 1A287 or DCA -94024 COS ND. 21- 03 -1A287 R913/02.24.94/ 13:02 BMLIrOIflLt Lla Ion's FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 /- ❑ PORTLAND, OR. 97220 !r ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 ACCEPTABILITY Ito 5 Q( 4 AN WEIR SPECIFICAICN 5 PPPRO4D APPROVED n S%*TRIE DOOR SCHEDULES DU OF 1VIONRA $AR •4 ..4:4- , < • Bus olrrlinoA FEB 25 1984 PaIIMIr MSC ENGINEERS DER DATE RI 224.94 BUILDING 21 -03 ARCHITECTURAL MASTER COL LAST REYIMION smut 350 JOD ND. or DCA -94024 92094 D.C. Dwo No. Y1- 03 -A350 424A350N R88/02.24.94/12:55 _ DOOR TYPES D OOR SCHEDULE 1 20'-0° DOOR K** FROM TO DOOR SIZE TYPE (2) THK (3) IIfY (4) ► I N (5) GIIA$s (d) RATING (7) FRANI (S) WWI mpg 101MB4 STORAGE AREA SHOP AREA 20' -0' x 14' -0" A FAC MET EXIST - - AF EXIST 101NB 10 T1 8 STORAGE AREA SHOP AREA SHOP AREA 3'- 0"x7' -0" 20' -0' X 14' -0" B A 1 3 /4'U FF HM METAL EXIST EXIST - - 3 HR 3 HR HM AF 1 2 1 1 STORAGE AREA E1 STORAGE AREA EXTERIOR EXTERIOR 3'- 0 "x7' -0" 10' -0' X 10' -0" A A 1 3/4" FF * HM METAL EXIST EXIST - - - - HM AF EXIST EXIST 4 4 E2 STORAGE AREA E3 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" 22' -4" X 16' -0" 8 D 1 3/4" FF HM METAL EXIST EXIST - - - - HM AF EXIST 3 4 3 E4 STORAGE AREA EXTERIOR E5 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" B 1 3/4" HM PT - - HM 4 2 101N10 STORAGE AREA ADJACENT BUILDING 3' -0" X 7' -0" B 1 3/4" HM PAINT - 3 HR HM EXIST 4 101M10 STORAGE AREA ADJACENT BUILDING 20' -0" X 14' -0" A FF METAL PAINT - 3 HR AF EXIST 4 s W1 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" A 1 3/4 HM EXIST - - HM EXIST 4 —r (VARIES) W2 STORAGE AREA EXTERIOR 16' -0" X 12' -0" A FF METAL EXIST - - AF EXIST 4 q .- _ 3, -O' 6, —G' W8 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" A 1 3/4" HM PAINT - - HM EXIST 4 101L10 OFFICE STORAGE 3'- 0 "x7' -0" B 1 3/4" HM PAINT - - HM 5 5 -- - r 1 3/4 "o HM PAINT - - HM 6 5 OFFICE 6'- 0 "x7' -0" C STORAGE es �(TYP) r-- (TYP) t? _____ 1.1 a F. i- 1— 1 11. F 0 . --_, - �- „A OVERHEAD (COILING) PA R FLUSH FLUSH OVERHEAD (SECTIONAL) TYPE A TYPE 8 TYPE C TYPE D MATERIAL KEY NOTES: NOTES: 1. DOOR UPGRADED TO 3 HR. (EXISTING SECTIONAL DOOR REMOVED) 2. NEW DOOR OPENING. 3. ENLARGED EXISTING DOOR OPENING. (NEW INSULATED SECTIONAL DOOR) 4. EXISTING DOOR AND FRAME TO REMAIN. 5. DOOR(S) BY PARTITION MANUFACTURER 1. DOOR CONSTRUCTION 2, FACING /FINISH HM - HOLLOW METAL MP - METAL /PAINT AF - ANGLE FRAME FF - FACTORY FINISH FAC- FACTORY PNT - PAINT — METAL METAL L EXIST — EXISTING BMLIrOIflLt Lla Ion's FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 /- ❑ PORTLAND, OR. 97220 !r ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 ACCEPTABILITY Ito 5 Q( 4 AN WEIR SPECIFICAICN 5 PPPRO4D APPROVED n S%*TRIE DOOR SCHEDULES DU OF 1VIONRA $AR •4 ..4:4- , < • Bus olrrlinoA FEB 25 1984 PaIIMIr MSC ENGINEERS DER DATE RI 224.94 BUILDING 21 -03 ARCHITECTURAL MASTER COL LAST REYIMION smut 350 JOD ND. or DCA -94024 92094 D.C. Dwo No. Y1- 03 -A350 424A350N R88/02.24.94/12:55 _ — — r- ROOF DECK IT to b ° ~ %I /.11 I__ dr • ;. . • �. . • • • ' . • • ' . • • _ 44 • • • • •� ' • • ; • • • ' HOOD GLU -LAM SEAM 4" ►� SOO1 OF OISTS BEYOND L / GA, GAO. ANGLE WITH , A �`� -•►•+ PROfl E FOAM RUBBER CLOSURE ATTACH TO CURTAIN WITH �1 18' OC METAL SCREWS ` r r�i`z s'AI "X iys�. L t d• GALV, ANGLE AT d'- O.C. ATTACH TO GLU -LAM WITH 414 HEX HEAD WOOD SCREWS •18'oC CORRUGATED �AND SIDING I 3 HR EXPANSION JOINT • M 1 SLATS SECURE JOINTS ANGLES WITH #12 3/4" HWH MET SCREWS • 1 O.C. r I( d* ANGLE CLOSURE ATTACH TO CURTAIN WITH #12 3/4" HWH METAL SCREWS TRACK M ` L IS EXISTING OR NEW OPENING HEAQ AT OVERHEAD DOOR • 18" OC SMOKE CURTAIN AT GLU -LAM SCALE: 1 • 1' -0" A509�A500 SCALE: 1"- 1'- 1A286,1A287 A500 • t't(`t OKE VENT, CURB, C.UNTERFIASHING INSULATION, BACKER ROD AND SEALANT BY —ri VENT MANUFACTURER ::� • 3 HR EXPANSION JOINT EXISTING OR NEW OPENING EXISTING CONCRETE WALL NOTE: FOR HEAD DETAIL SEE _�, •' f FASTENED TO DECK AT 16" O.C. > WOOD SPACER BLOCKING TO =: COMPENSATE FOR ROOF SLOPE _ • • •• • / 1 - : ::: PRESSURE TREATED CANT • ip . • • • • • A500 NOTE: FOR THRESHOLD DETAIL SEE A500 :; no BMW ECIFICATIONS A� i IUILDINO CO eV EDITION D. AMERICAN NATIONAL STANDARDS INSTITUTE ANSI Adi.1 - 1088 REVISION C. AISC MANUAL OF STEEL CONSTRUCTION - NINTH EDITION D. AWS $ TRUCTURAL WELDING CODE - ANSI /AW$ D1.1 -00 E. AFRICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) F. AFRICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 0. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 1991 EDITION DESIGN CRITERIA A, WIND LOAD 1. EXPOSURE C 2. BASIC WIND SPEED = 80 MPH �. 84I8M10 LOAD V = ja W = TOTAL LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 I or 1.0 C = 2.75 Rw • 6 FOR CONCRETE SHEAR WALL SYSTEM c. SNOW LOAD 1. UNIFORM LOAD = 25 PSF MATERIALS A. $TRUOTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE 8. 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY. FREE OF DIRT, OIL, GREASE. OR OTHER FOREIGN MATTER. N. STRUCTURAL AND MI$OSLLANIOU$ STUL CONNECTIONS 1. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. c. STRUCTURAL wMIIIINR 1. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. 2. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT 10 EXCEED 19%. 3. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. 4. ALL NEW FRAMING SHALL BE DOUGLAS FIR — LARCH, UNLESS NOTED OTHERWISE. 4x10 SHALL BE DF42 OR BETTER (Fb =1250 psi) F. GROUT 1. NON — SHRINK GROUT SHALL BE EMBECO /885 BY MASTER BUILDERS, OR OTHER APPROVED. • GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SE THE FIELD. TOYTHERIM VARIATIONS HE ENGGINEER . B. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, LOCATION AND SIZE OF INSERTS, OR HANGERS FOR MECHANICAL EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. E, DO NOT SCALE DRAWINGS. F. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305. SPECIAL INSPECTION IS REQUIRED FOR WELDING IN ACCORDANCE WITH UBC SECTION 306, FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPECIFICATIONS. BcP4-00114 AINREVIATION8 • AT ARCH ... .... ARCHITECT BM BEAM BTWN BETWEEN BLDG BUILDING BOS ..... BOTTOM OF STEEL, BOT BOTTOM (WELD SYMBOL) CL CENTER LINE CLR CLEAR COL ..... . COLUMN CONC ,,.,. CONCRETE CONT CONTINUOUS CP COMPLETE PENETRATION DIA, 0 DIAMETER DF DOUGLAS FIR EA EACH EL ELEVATION EW EACH WAY FIN .,,. FINISHED FL FLOOR FS FAR SIDE FT .,..... FOOT FTG FOOTING LLH LONG LEG HORIZONTAL LLV LONG LEG VRTICAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM NS NEAR SIDE NTS NOT TO SCALE NO NUMBER OC ON CENTER OPNG... ... OPENING PL PLATE REINF REINFORCING, REINFORCE RECD ,... ... REQUIRED SECT SECTION SEL SELECT SHT SHEET SIM ..... SIMILAR STL STEEL STR STRUCTURAL SYM ..... .. SYMMETRICAL TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL T/ TOP OF TAB ... ... . TOP AND BOTTOM UNO UNLESS NOTED OTHERWISE W/0 WITHOUT W/ WITH DRAWING INDEX S2 S166 -S167 5500 STRUCTURAL GENERAL NOTES PARTIAL ROOF FRAMING PLANS WALL PANEL ELEVATION /SECTIONS A, DETAILS • • • r WOW OAT[ Sri FACILITIES DEPARTMENT r •r,I.,.I,,. ShiNAI 61;11;4 tI1`I41c_ ACCEPTABILITY TI4S DESIGN AND OR SPECIfCATIDN IS D APPROVED VT DEPT. DATE HAIBAZIAe °ATE .LYTTLE IIW" H. HAHBAZIANN`' K DARA"' R STRUCTURAL GENERAL NOTES Q224.94 BUILDING 21 -03 STRUCTURAL MASTER COL D.0 CRY OF TUKWIIA APPROVED MAR 4 8104 BUILD' LAST REVISION SHEET am illy w a FEB 2 5 1994 rww aaNTIN 94024S.L \424S002N RSC lOmmt SNOINSIR$ s4+ DATE S2 H0 DCA -94024 iffir w 21 -03 —S2 or N i I E. 1 1 1 1 10 60' -0" S1•• 500 (TYP) J EXIST OOF GLU -LAM BEAMS TYPICAL" ON COLUM LINE 1i "T" • O.C. EXIST 6x1 R00 PURLINS 0 8' -( ON CENTERS (Tv EXIST 2x4 ROOF SUBPURLIN • 24" O.C. ( P) X 4X10 x 4x10 X 4x10 {� — MATCH LINE - FOR CONTINUATION SEE SHEET S167 eqq-001 PARTIAL ROOF FRAMING PLAN f 60' -0' 4x10 4x10 4x 10 SCALE: 1/8" Aran FACILITIES DEPARTMENT 4x 10 GIN r�r . 1wALrrat • ACCEPTABILITY 11* DESIGN AND /OR jj�1 SPECMKI1110N IS DEPT. ..".��,�D My DEPT. DATE BAziAtt's " I , LYTTLE itt .. BAZIANs C1i317•.I R 3- Wing LEGEND: GENERAL NOTES: 1 VERIFY ROOF OPENING DIMENSIONS WITH SMOKE VENT SUPPLIER. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES: INSTALL 4x10 PURLIN AND THEN REMOVE EXISTING 2x4 ROOF SUB — PURLINS WITHIN THE SMOKE VENTS ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND PLYWOOD ROOF DECKING. 5166 S167 S164 S165 KEY PLAN CRY Of TIND IlA 5160 —CO S161 5162 S163 PARTIAL ROOF FRAMING PLAN lAST NEWS antstratou FEB 2 5 1994 ran copmm mac sNOIMSRs Vasa tan 94024S.L \424S166R HS/02.24.94/07:24 BUILDING 21 -03 02.24.94 STRUCTURAL MASTER COL H- N/8 -11 D.0 M S188 DCA -94024 21- 03 —S166 or BUILDING 21 -05 1 1 1 - FOR CONTINUATION 1 C1.0) 6o' -o• MATCH LINE — FOR CONTINUATION SEE SHEET S1 66 U eareallIIIIMPOPIISSila1111111Sfle NIXII■enini4111■r ernt11111111111111•111•111Se■ rag • — 16■—•- -Se - 1 *1V • ff 4' -0" CL R 4' -3 1/2" O.C. (TYP) EXIST OOF GLU -LAM BEAMS TYPICAL ON COLUM LINE "J" T) "T" Sq4 -001 EXIST 6x1E ROOF PURLINS Q 8' -0" ON CENTEPS (TYP) -- 60' -0" EXIST 2x4 ROOF SUBPURLIN 0 24" O.C. ( P) r 7. PARTIAL ROOF FRAMING PLAN - SCALE: 1/8" = 1' -0" 4x10 4x10 4x10 4x10 • - -- — -- j II • • • r1 • • M CO CO N SHEET S165 FOR CONTINUATION z J U cQ rn CO 1 l .1 Po) CO ED N LEGEND: GENERAL NOTES: VERIFY ROOF OPENING DIMENSIONS WITH SMOKE VENT SUPPLIER. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS, CONSTRUCTION NO1 ES: INSTALL 4x10 PURLIN AND THEN REMOVE EXISTING 2x4 ROOF SUB - PURLINS WITHIN THE SMOKE VENTS ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND PLYWOOD ROOF DECKING. CITY OF TUKNAIA APPROVED 5160 } S161 5166 S164 S162 r. %% S16 '? S165 S163 s2� 7 � >:i KEY PLAN A MION or r Sarnia FACILITIES DEPARTMENT 1 /�7C119' ;; r IN 'AI.� �'` Ixn11I! • ACCEPTABILITY THIS DESIGN AND OR SPECIFICATION IS PPPROWD MMIOVED 11? DEPT. DATt J MOM 11 Wein ''.I 1214.94 PARTIAL ROOF FRAMING PLAN 1—s LAST WASSON arallagou FEB 2 5 1994 P�RMIr osm" .Rc IIN01Ntfli Tin wit BUILDING 21 -03 STRUCTURAL MASTER COL N- U/8 -11 D. C nS167 DCA -94024 Pm 71 -03 -5167 or 4024S.L \424S177R HS/02.24.94/11:16 • f ..- (REF) -1 23'-__T 4' 6' —If e' —d s' -6,-6. — . 5' —O' �1, 4' -d' ' wtv ! 6' 3' -r .-LP!r _ EXIST ROOF PURLINS IN\ r. 4 TS &IM: /16 e, ~ 29 (TYP) 5500 Nee (TYP) [7 °T fl8x8x5/16 22 1" ffl 4. lamstirsamerseaurenamml e -a �— EXISTING PANEL JOINT (TYP) 3 ❑ E LD E 3 ✓' j SAWCUT * REMOVE CONCRETE IN THE HATCHED AREA EXIST OPENING EXIST OPENING E 3 ❑ PARTIAL WALL ELEVATION @ "U" LINE (LOOKING EAST) SCALE: 1/C = 1' —fi • bfl4 oci14 SAWCUT NEW MANDOOR OPENING TOP OF EXIST FINISHED FLOOR INSIDE FACE OF WALL PLATE 9x1/2x1' -0" WITH (2) -3/4 "0 EXP. ANCHORS, 5" MIN EMBD. 2" SECTION SCALE: 1 1/2" = 1' -0" CENTER TS4x4 ON CENTER OF T58x8 1/4 V TS8x8 SIDES/ 1/4 V TWO SIDES% 1/4 I DETAIL SCALE: 1 1/2" = 1' -0" I 11 6°31 S500 'Osaes FACILITIES DEPARTMENT 1 i • S500 1 PLATE 6x1 /241' -3" WITH (2) -3/4 "0 EXP. ANCHORS, 3 1/4" MIN EMBEDMENT SECTION SCALE: 1 1/2" 1' -0 S500 EXIST 1/2" PLYWOOD, CUT NEW OPENING FLUSH WITH EDGE OF FRAMING 10d 0 6" O.C. AROUND OPENING " V E K....._____ NEW 4x10 WITH SIMPSON "LU5410" JOIST HANGER (8) -16d 0 HEADER AND (6) -16d 0 JOIST EXIST 6x16 ROOF PURLIN SECTION SCALE: 1 1/2" = 1' -0 5166,5167 S500 IiEGEND: GENERAL NOTES: CONSTRUCTION NOTES: SHIM UNDERSIDE OF BEAMS SNUG TIGHT AGAINST THE TUBE STEEL FRAME TOP CHORD TO OBTAIN POSITIVE BEARING. z- INSTALL FRAMING PRIOR TO SAWCUTING CONCRETE PANEL. VERIFY AS BUILT DIMENSIONS TO UNDERSIDE OF ROOF PURLINS BEFORE FABRICATING STEEL FRAME. • kr vAi_ Exu s „ J ACCEPTABILITY THIS DESIGN AND/OR SPECIfx'At10N IS D APPROVED Si' DEPT. DANE sunmE WALL PANEL ELEVATION SECTIONS 11 DETAILS Cm OF MOW APPROVED ory 0r uroN 1A FEB 2 5 1994 rtuT a MSC •NOINSIF10 !WI. CITE LAST REVISION BUILDING 21 -03 STRUCTURAL MASTER COL D.C. flCT 5500 DCA -94024 21 -03 -5500 or HS/02.24.94/06:52 3OE\C DEFE \SE 8c SPACE G 3ULD\C 21 C3 EL 3CAG ALA\ SE S AREA MAP 7127 �i (DAM) FROM DOWNTOWN SEATTLE 99 EXIT 157 FROM KENT do AUBURN FROM SEATTLE- co Poe►TEa►7 MINA TACOMA MRPORT 99 PROJECT 1 SITE DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK NO MALL EAST MARGINAL WAY CORPORATE PARK BUILDING 21 -03 3417 SOUTH 120TH PLACE TUKWILA, WASHINGTO\ 98168 SITE MAP PROJECT SITE IN 21 -03 BUILDING EAST MARGINAL WAY CORPORATE PARK sows FACILITIES DEPARTMENT CI ICCKLIS I B BRILF PROJECT NARRATIVE . INSTALLATION OF PALLET RACKS. . INSTALLATION OF 7' HIGH PARTITION SYSTEM AT THE TESTING AREA. . UPGRADING OF DOOR AT AREA SEPARATION WALL TO 3 HR. AND REMOVAL OF WALL PLUGS AT ADJACENT BUILDING. . WIDENING OF THE EXISTING OVERHEAD DOOR AND A NEW PERSONNEL DOOR. . INSTALLATION OF SMOKE VENTS AND SMOKE CURTAINS. . NEW LIGHTING. . NEW SPRINKLER SYSTEM AT PALLET RACKS. RELOCATION OF HOSE CABINETS AND FIRE EXTINGUISHERS. . ADDITION OF SERVICE OUTLETS AT TEST AREA AND BATTERY CHARGERS. B THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.D.A. (AS 11 RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. B PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. B ENGINEERING CALCULATIONS OF APPLICABLE) B ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A O BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REOUIRED FOR PERMIT PACKAGE: p 1. GENERAL PERMIT (SHELL de CORE) 6 SETS Of ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS B 2. TENANT INPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. ELECTRICAL, 2 COMPLETE SETS ❑ 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ACCEPTABILITY TINS MUM N+D /OR SPEctEMON IS D kb./ MPROVto DAY DER. DATE I N PILO OOfW 1 uninto N thM tho Plan Ohaab ArArsvab eA 04091 N ma and sa&Jana anti apprcvcj W Mans dos mat &Alai aOmNMINalerg a1aOM/ aaS ar W aatlMaalah CRY Of TUIDVRA APPROVED MAR 4 194 Paed Ns '2M4 - m74 WARM PIM? MUM PORI ylICHANICAL CYNICAL 0 PLUMBING 0 GAS PIPING CITY OF TUKWILA 13"�K CODE SUMMARY ADDRESS EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -03 TUKWILA, WASHINGTON 98168 SITE AREA (TOTAL) 1,720,100 SF (39.48 ACRES) LOCAL AUTHORITY CITY OF TUKWILA LAND USE CODE.... M-HP CODE REFERENCES 1991 UBC (TUKWILA) 1991 UFC (TUKWILA) ADDITIONS PER CITY OF TUKWILA OCCUPANCY GROUP B -2 (NO CHANGE) CONSTRUCTION TYPE III -N (NO CHANGE) FLOOR AREA (ACTUAL) .... 48,060 S F. (IMPROVED AREA ONLY) BUILDING HEIGHT 29'MAX. (NO CHANGE) STORIES 1 (NO CHANGE) OCCUPANT LOAD 70 (NO CHANGE) (ACTUAL 6) FIRE PROTECTION SPRINKLERED (REVISED FOR RACK STORAGE) SEPARATIONS.(BUILDING) 4 HR. 0 SOUTH 1 4 HR. Q NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING SEISMIC ZONE 3 FIRE ZONE 3 PARKING (TOTAL SITE)... . (NO CHANGE) 4 LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16* 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78' 43' 27" WEST 415.05 FEET THENCE NORTH 87. 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 48' 37" WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE 10 A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PEOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. auamc COVER SHEET LAST REVISION 4 1 orrfriatat FEB 2 5 1994 Pew MIMI a'aIm.l• DUX BUILDING 21 -03 ARCHITECTURAL MASTER COL D. C PCP AO '°' N0 DCA -94024 tan 21- — ir'irr ice.' SYMBOL LEGEND MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES CONSTRUCTION TYPES 4.____.___4 BUILDING NOD WALL SECTIONS ger-a DETAIL ifil---0 REFERENCE TO DETAIL PLAN XX EARTH, DIRT AND L LENGTH • AT LB LAG BOLT AB ANCHOR BOLT LEN LENGTH ADJ ADJACENT Li LINEAL FEET AFT ABOVE FINISHED FLOOR LL LIVE LOAD AGG AGGREGATE LWR LOWER AL ALUMINUM ALT ALTERNATE MAIL MATERIAL ANCH ANCHOR, ANCHORAGE MAX MAXIMUM APA AMERICAN PLYWOOD ASSOCIATION MB MACHINE BOLT APPD APPROVED MBR MEMBER APPROX APPROXIMATE MET METAL ASTM AMERICAN SOCIETY MFR MANUFACTURE(R) OF TESTING MATERIALS MIN MINIMUM MISC MISCELLANEOUS BTWN BETWEEN MT MOUNT(ED) (LNG) BLDG BUILDING BLKG BLOCKING N NORTH (COORDINATE) BOT BOTTOM NF NEAR FACE C CHANNEL NIC NOT IN CONTRACT NO. NUMBER CB CATCH BASIN NOM NOMINAL CC CENTER TO CENTER NTS NOT TO SCALE CEM CEMENT CF CUBIC FEET OA OVERALL CJ CONTROL JOINT OC ON CENTER(S) CL CENTER LINE OD OUTSIDE DIAMETER CLR CLEARANCE) OF OUTSIDE FACE COL COLUMN OPG OPENING COMP COMPRESS(ED) (ION) OPP OPPOSITE CONC CONCRETE CONN CONNECTION PAR PARALLEL CONST CONSTRUCTION PCC PRECAST CONCRETE CONT CONTINUOUS, CONTINUE PCF POUNDS PER CUBIC FOOT CONTR CONTRACT(OR) PERF PERFORATE(D) CTSK COUNTERSUNK PERIM PERIMETER CY CUBIC YARD(5) PL PLATE PNL PANEL 0 DIAMETER PREST PRESTRESSED) DBL DOUBLE PRF PREFORMED DEMOL DEMOLISH, DEMOLITION PSF POUNDS PER SQUARE F001 DEP DEPRESSED PSI POUNDS PER SQUARE INCH DIA DIAMETER PT POINT DIAG DIAGONAL PVC POLYVINYL CHLORIDE DIM DIMENSION PIPE DL DEAD LOAD PWO PLYWOOD DN DOWN DS DOWNSPOUT R RADIUS (CURVATURE) DWG DRAWING R RISER REF REFERENCE, REFER TO E EAST (COORDINATE) REINF REINFORCE(D) (LNG) EA EACH REO REQUIRE(D) (LNG) EB EXPANSION BOLT REV REVISION(S), REVISED EF EACH FACE RH RIGHT HAND EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION E ELEVATION S SQUARE EQ EQUAL SECT SOUTH (COORDINATE) EW EACH WAY EXG EXISTING SECT SECTION EXP EXPOSED SF SQUARE FEET EXT EXTERIOR SHT SHEET SIM SIMILAR FAS FASTEN(ER) SO SQUARE FF FACTORY FINISH ST STRUCTURAL TEE FF FINISHED FLOOR STD STANDARD FGR FINISH GRADE STL STEEL FH TIRE HYDRANT STR STRUCTURAL FIN FINISH(ED) SYM SYMMETRY,SYMMETRICAL FOC F FOUNDATION SYS SYSTEM FACE OF CONCRETE FOF FACE OF FINISH T&B TOP AND BOTTOM FOIL FURNISHED BY OWNER/ T&G TONGUE AND GROOVE INSTALLED BY CONTRACTOR TC TOP OF CURB FO FINISHED OPENING ELEVATION FT FOOT TEMP TEMPORARY FIG FOOTING THK THICK(NESS) FUT FUTURE TOC TOP OF CONCRETE TOL TOLERANCE GA GAGE TOS TOP OF STEEL GALV GALVANIZED TS STRUCTURAL TUBE GC GENERAL CONTRACTOR TYP TYPICAL GI GALVANIZED IRON GR GRADE UBC UNIFORM BUILDING G1 GROUT CODE UL UNDERWRITERS' LABEL HDNR HARDENER UON UNLESS OTHERWISE HDWD HARDWOOD NOTED HG HIGH GRADE UPR UPPER HOR HORIZONTAL HS HIGH STRENGTH VB VAPOR BARRIER HT HEIGHT VERT VERTICAL ID INSIDE DIAMETER W WEST (COORDINATE) ID INSIDE DIMENSION w WIDE FLANGE IF INSIDE FACE W WIDTH, WIDE IN INCH INCL INCLUDED(D) (LNG) W%0 WITHOUT WVyF WELDED WIRE FABRIC JT JOINT K KIPS) KO KNOCK OUT 1. OBTAIN MECHANICAL ELECTRICAL CONSTRUCTION PERMITS FROM CITY OF TUKWILA PRIOR R TO COMMENCING CONSTRUCTION. 2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH BOEING GENERAL CONSTRUCTION UNIT THROUGH THE CONSTRUCTION MANAGER REGARDING STAGING AREAS AND OTHER RELATED ACTIVITIES OCCURING IN THE 21 -03 BUILDING. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 5 CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND /OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 10. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 11. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 12. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL WORK. ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REOUIREMENTS. 13 CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 14. REPETATIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL. BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 15 ASBESTOS NOTIFICATION A GOOD -FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS - CONTAINING MATERIAL WAS DISCOVERED WITHIN THE BUILDING e,q4....,00 BUILDING 21 -02 snm "47.: STONE, GRAVEL, POROUS TILL 7 /2-7/' % / /%- BRICK, COMMON BUILDING 21 -01 11111111111 1 1111111 CERAMIC TILE CONCRETE: CAST-IN-PLACE, PRECAST INSULATION: BATT, LOOSE, FILL BLANKET INSULATION: RIGID 11 t,t''1''''''� 2 STORY .IM ROOM NUMBER lAIAWAh4gAWi TYPE V -1 HR 2 HR AREA SPRINKLERED SEPARATION WALLS •1* DOOR NUMBER 0 WALL TYPE 1 STORY 11,400 SF ; TYPE V 1 HR 2 STORY ' SPRINKLERED 32,400 SF 2 HR AREA SEPARATION WALLS 4 HR AREA f # # #1 ALUMINUM X GRID GRID BUBBLE AND CENTERLINE " BRASS, BRONZE, COPPER TYPE V -1 HR SPRINKLERED _ 16,020 SF _ 5,200 SFr 1 STORY v,,,,���� METAL, STEEL, IRON 2 STORY TYPE V -1 HR SPRINKLERED AREA OF WORK TYPE V- N SPRINKLERED 32,400 SF 1 STORY TYPE V -N SPRINKLERED 32,400 SF •- '1.STORY•;•;•` •. f . • . ' •711PE' Y . HLi , • �.',; `''pK�E .'. • `. �1 .. • �� ` .' <' • ".• ;4BaQ,SF • , r•':.'= .. 'vv.'''. :1 PLASTER; SAND, GEMENT, GROUT CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION DIMENSIONUNE � � � PLASTER: GYPSUM WALL BOARD 0 I- 1- z c 0 �s_aa WOOD: FINISH �"'�� WOOD: ROUGH ® WOOD: INTERRUPTED BLOCKING SEPARATION WALL BUILDING 21 -04 ® FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL NOTE FOR • �,_ c PLYWOOD: •. —•` —; SMALL SCALE • _""' PLYWOOD: LARGE SCALE © NON- SPECIFIC INFORMATION . 1 & 2 STORY TYPE I -F.R. SPRINKLERED BUILDING 21 -05 173,200 SF ^ x DOOR - NEW " ' •' WALL TYPE: CONCRETE v r % / % %��' / /:'x: WALL TYPE: CONCRETE MASONRY UNIT (CMU) DOOR - REMOVED /RELOCATED ��a���� WALL TYPE: STEEL STUD �ti -�� WALL TYPE: WOOD STUD SITE PLAN 2'- 0"x4' -0" SUSPENDED CEILING GRID WALL TYPE: EXISTING WALL TYPE: REMOVAL SCALE NO SCALE GYPSUM WALLBOARD CEILING CITY OF TUKWILA ADO �4 111N4 • /` u 1 • 1 1 WALL TYPE: PARTITION 5' -0' HIGH ) ( '`• FEo- FIRE EXTINGUISHER Q HOSE RACK AND CABINET +. ++ WALL TYPE: GLASS • SMOKE VENT ® SUPPLY AIR DIFFUSER RETURN AIR GRILLE • FIRE SPRINKLER HEAD 0 HIGH INTENSITY DISCHARGE LIGHT FIXTURE Q FLOURESCENT FIXTURE WI �+ ,' �, �A FEB Z 51994 T COM (RECESSED, SURFACE) • EXIT SIGN EMERGENCY LIGHT �aC srM RtNIgN n ATrR01m crlR srw RiNlpl r AMIgY[D OAIE sasas FACILITIES DEPARTMENT �.- • ACCEPTABILITY THIS DESIGN AND /OR ss iEC#1cA1� 6 APPROVED `�"' R�SENJ4' • T` ""'"" KEY SHEET us, eEvs�oN That on ._ _. --+ cne stcr Al or t� UL BUILDING 21-03 ARCHITECTURAL MASTER COL D.C. O[ Mir: (et�_ M (Al -- �% 4 •4 JO. t40. DCA -94024 m ENO 21 -03 -A1 • • 13gLie omq INDEX OF DRAWINGS INCLUDED IN SET DRAWING NO. SHEET NO DRAWING TITLE REV DATE MECHANICAL INDEX OF DRAWINGS INCLUDED IN SET DRAWING NO, SHEET NO. DRAWING TITLE REV DATE ELECTRICAL • 1 ISSUE LEGEND YET ISSUEO EVIOUSLY ISSUED, NOT IN THIS ISSUE THIS ISSUE REVIOUS PROJECT, NOT YET ISSUED FOR CURRENT PROJECT NFC FRO ORIG A NOT REQUIRED FOR CURRENT PROJECT NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION CITY OF TUM A APPROVED NAR 41!!4 an FEB 2 5 1994 Rwewr pona 94024A1/424A002N NUM SNSRNIIRS sca/l1�/Q FACILITIES DEPARTMENT ACCEPTABILITY T IS otsieN ANO oN sncwanoN a o APPROVED iv OTPT. GATT EMIRS INDEX OF DRAWINGS DIRT LAST MSC* BUILDING 21 -03 ARCHITECTURAL MASTER COL D. C SMUT A2 winir DCA -94024 'tow c' Wm. 71 -03 -A2 . INDEX OF DRAWINGS N N '. SHEET RAWI I TIT E REV DATE ARCHITECTURAL A _ AO AO COVER SHEET ORIG 02.24.94 •' •; 1 - Al KEY SHEET ORIG 02.24.94 • •), A2 A2 INDEX OF DRAWINGS 0010 02.24.94 • 1 .1 A3 A3 ' COMPOSITE FLOOR PLAN ORIG 02.24.94 at ,t 1A16R 1A16R . PARTIAL FLOOR PLAN - REMOVAL ORIG 02.24.94 • 21 a 1A17R 1A17R PARTIAL FLOOR PLAN - REMOVAL _,ORIG 02.24.94 • 21 I3 -1A16 1A16 PARTIAL FLOOR PLAN ORIG 02.24.94 • 21-0 -1A17 1A17 PARTIAL FLOOR PLAN ORIG 02.24.94 • 21- 03 -A166 A166 PARTIAL ROOF PLAN ORIG 02.24.94 4. 21- 03 -A167 A167 PARTIAL ROOF PLAN ORIG 02.24.94 i 21- 03 -1A286 1A286 PARTIAL REFLECTED CEILING PLAN ORIG 02.24.94 • 21- 03 -1A287 1A287 PARTIAL REFLECTED CEILING PLAN ORIG 02.24.94 • 21- 03 -A350 ' A350 DOOR SCHEDULE ORIG 02.24.94 C 21- 03 -A500 A500 DETAILS ORIG 02.24.94 - CIVIL /STRUCTURAL • 21 -03-52 S2 STRUCTURAL GENERAL NOTES ORIG 02.24.94 • 21 -03 -5166 S166 PARTIAL ROOF FRAMING PLAN ORIG 02.24.94 21 -03 -5167 S167 PARTIAL ROOF FRAMING PLAN ORIG 02.24.94 • 21 -03 -5500 _ S500 WALL PANEL ELEVATION SECTIONS 6 DETAILS ORIG 02.24.94 • • 13gLie omq INDEX OF DRAWINGS INCLUDED IN SET DRAWING NO. SHEET NO DRAWING TITLE REV DATE MECHANICAL INDEX OF DRAWINGS INCLUDED IN SET DRAWING NO, SHEET NO. DRAWING TITLE REV DATE ELECTRICAL • 1 ISSUE LEGEND YET ISSUEO EVIOUSLY ISSUED, NOT IN THIS ISSUE THIS ISSUE REVIOUS PROJECT, NOT YET ISSUED FOR CURRENT PROJECT NFC FRO ORIG A NOT REQUIRED FOR CURRENT PROJECT NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION CITY OF TUM A APPROVED NAR 41!!4 an FEB 2 5 1994 Rwewr pona 94024A1/424A002N NUM SNSRNIIRS sca/l1�/Q FACILITIES DEPARTMENT ACCEPTABILITY T IS otsieN ANO oN sncwanoN a o APPROVED iv OTPT. GATT EMIRS INDEX OF DRAWINGS DIRT LAST MSC* BUILDING 21 -03 ARCHITECTURAL MASTER COL D. C SMUT A2 winir DCA -94024 'tow c' Wm. 71 -03 -A2 50' -0" St -0" 60' -V EXISTING EXIT SIGN Asir �.!!; a.a1):a -. a.!!:9 a.r. i,!!'^, aa!♦- '".! arl l.l1♦'IS•' .Sji 1! a.!„7 �.11r, sAat!'!'O! a E11111"7 r a.atJ AlAr Ahai!°'il 1 aA_ • j a.r a.ai!" .,"! r ar iAat!°' d aArr./ a. ,-.--J a: ,— a;_ . •---! ai!'.En9 ir✓!" •--- 101P10 . , iir"^. a.✓r ai!' -.'*9 101N8 dr. ai!'" I", aiatll! I ail r! Sr, a,!' -.'I"! ai! •-- ai!"'. l a's! r a;r r ia,!' -."'7 i+!".,'! aair aim!" a: •-. -! .'119 ai!"r7 ar , ai!"*".art' arm air! Aril air": aim" 7"7 ai!"•n"! Aar: ai— .- air SI! ■nr,R wrier ntR — swim liner onnPR rnr earn r iwFR rrfrfR one ' miner rnrFR render erne 101 N9 NEW EXIT SIGN ( E4 EXISTING EXIT SIGN ( E2 > COMPOSITE FLOOR PLAN SCALE: 1/16. It 1' -0" SYM CUM ant sos VA I s FACILITIES DEPARTMENT Bctile poi q ACCEPTABILITY YR THIS DE504 AND /OR SPECIFICATION I5 APPROVED EN re, 71 APPROVED W DEPT. DATE • • LEQEND:. FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET GI. 2. SEE QUADRANT DRAWINGS FOR SCOPE OF WORK. CONSTRUCTION NOTES: CITY OF TUIIVALA APPROVED MAR 4 111 AS BUILD' 1A10 1A11 1A16 " 1A14 1Al2 A3 wq tA17'.'sg 1A15 1A13 KEY PLAN SEPARATE PERMIT AND RAcics- E APPROVAL REQUIRED COMPOSITE FLOOR PLAN LAS/ REVISION atinsa FEB 2 5 1994 m iOn mac RNSIICRRS ,v4a aAT! BUILDING 21 -03 ARCHITECTURAL MASTER COL H- U/8 -11 D.C. A3 CA -94024 or 21 -03 -A3 GW/02.24.94/12:38 sqq-coaN MATCH LINE - FOR CONTINUATION SEE SHEET 1A17R PARTIAL FLOOR PLAN SCALE: 1/8"= 1' -C' -- • an saws FACILITIES DEPARTMENT ACCEPTABILITY WS DESIGN AVM( _ SPECIFICATION IS APPRO&D . APPROVED h DEPT. DATE SHEET 1A14R W C/) W z (REMOVAL stoma LEGEND; FOR LEGEND SYMBOLS SEE SHEET GI. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTES: p>. REMOVE SECTIONAL ROLL -UP DOOR, DOOR FRAME, CONTROLS AND ALL ASSOCIATED DOOR COMPONENTS COMPLETE. REMOVE CONCRETE BLOCKOUT FOR ROLL -UP DOOR AT BUILDING 21 -05. REMOVE BLOCKOUT IN 5" THICK PRECAST CONCRETE PANEL (APPROXIMATELY 20'- O"x20' -0 "). REMOVE METAL STUD, THERMAL INSULATION AND GYPSUM WALLBOARD WALL AT BLOCKOUT AT BUILDING 21 -05. REMOVE WALL AT BLOCKOUT (APPROXIMATELY 21' -0 "x28' -0"). 1 CITY OF D.A TUKIVN APPROVE $M 4 S94 1A10 1A11 1A16 1A14 1Al2 1A17 1A15 1A13 KEY PLAN DRY OP YUMA EB 2 5 1994 aff OWAIM PARTIAL FLOOR PLAN - REMOVAL LAST REVISION • nc E NGINEERS DV1T'E BUILDING 21 -03 ARCHITECTURAL MASTER COL H -N /8 -11 D.C. 1A16R DCA -94024 21- 03 -1A16R ` TAWIRT — 94024A.L/424R0161 011/02.24.94/08:47 C2) In O N O Z czo m � W v) Z O 0 U • COO MATCH LINE - FOR CONTINUATION SEE SHEET 1A16R 13c114-00114 6' -6" 1:e1 U: �dI PARTIAL FLOOR PLAN SCALE: 1/8"= 1' -0" p _-_�_e � __ SS- C8_) (N LEGEND: FOR LEGEND SYMBOLS SEE SHEET GI. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. CONSTRUCTION NOTES: Rigs REMOVE DOOR, DOOR FRAME AND HARDWARE COMPLETE. © REMOVE WOOD AND CONCRETE BLOCKOUT FOR DOOR AT BUILDING 21 -05. REMOVE BLOCKOUT IN 5" THICK PRECAST CONCRETE PANEL (APPROXIMATELY 3'- 4'x7' -2 "). 1 Lt.> REMOVE METAL STUD, THERMAL INSULATION 1 LCr AND GYPSUM WALLBOARD WALL AT BLOCKOUT AT BUILDING 21 -05. REMOVE WALL AT BLOCKOUT (APPROXIMATELY 4'- 0"x28' -0"). r-• REMOVE SECTIONAL ROLL –UP DOOR, DOOR FRAME, 1 I— CONTROLS AND ALL ASSOCIATED DOOR 1 1.4_1 COMPONENTS COMPLETE. it REMOVE DOOR, DOOR FRAME AND HARDWARE COMPLETE. 1 LIJ 13> SAWCUT AND REMOVE 5" THICK PRECAST J. 1' i CONCRETE PANEL AT LOCATION SHOWN (APPROXIMATELY 3'- 0 "z16' -0"). 0 Z > SAWCUT AND REMOVE 5" THICK PRECAST CONCRETE PANEL AT LOCATION SHOWN 1 Q (APPROXIMATELY 3'- 4 "x7' -2"), 1 Z ® SAWCUT AND REMOVE CONCRETE CURB AND Z ASPHALT SURFACING AT LOCATION SHOWN Z (APPROXIMATELY 9'- 0 "x5' -0"). 1 0 © REMOVE LANDSCAPING FROM AREA SHOWN COMPLETE. 1 CD I Cr O Y- -- {�) 1 1 REMOVAL 1 CIIY11N111A /PROVED MAR 4 1194 BUi 1A16R 1A14R 1A17R 1A15R KEY PLAN 1A1OR 1A1 1R 1Al2R 1A13R %St 1 BY AMON or ARniorEo iosnvc FACILITIES DEPARTMENT ACCEPTABILITY THIS 0(504 A■9/00 SPECIFICATION IS Or D D Or DEpr, DAZE 'k at , �.0 R. u SUBTITLE Go .24,94 PARTIAL FLOOR PLAN - REMOVAL LAS, BDISTON DRYA FEB 2 5 1994 MAI? GPM mac INOINIIRS iirmooL wet BUILDING 21 -03 ARCHITECTURAL MASTER COL N - U/8 -11 D.0 soorr 1Al7R IWNo DCA -94024 or COAL ND. 21-03– 1A17R 01/0224.94/08:36 (8) EXISTING DOOR 6' -e" MINIMUM CLEARENCE 1 STORAGE 101N9 t 0 7 101L10 TYPICAL ••• il to Le 0 1 I i L110■0•••4 11 11 o it 1291-4" It u 11 11 1 -4 4- - t 11 i a [ 1 r 1 Lu Q 1 uJ 1 W z 0 z I 0 1 U 1 0 W z I J 1 = II 4' -3 7/8" L L L EXISTING 3 -HOUR RATED 1 tap M CO N OVERHEAD COILING DOOR It (101 M8 ONO 1•111- MATCH LINE - FOR CONTINUATION SEE SHEET 1A1 7 PARTIAL FLOOR PLAN SCALE: 1/8'= 1' -O' AISAFAMW FACILITIES DEPARTMENT Lrc t/, 1111171191 giktilArni 1�i.•I '2.24.94 LEGE►ND;, FOR LEGEND SYMBOLS SEE SHEET GI. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1, CONSTRUCTION NOTES: PROVIDE 7' -0' HIGH DEMOUNTABLE PARTITION (O'BRIEN DEMOUNTABLE PARTITION WALL SYSTEM) COMPLETE AS SHOWN (APPROXIMATELY 7' -0 "x36' -0 "). PROVIDE 3 -HOUR RATED OVERHEAD COILING DOOR, DOOR FRAME, CONTROLS AND ALL ASSOCIATED COMPONENTS COMPLETE (APPROXIMATELY 20' -0 "x20' -0 "). 3. FOR HEAD /JAMB DETAIL AT 3 -HOUR WALL SEE DETAIL 1A161A500 -- 5rspn«+r wrcxn *No • CITY OF TUIMAIA APPROVED MAR 4 e14 1A16 1A17 1A10 1A11 1A14 1Al2 1A1S 1A13 1 j KEY PLAN SEPARATE PERMIT AND ,M( Dg APPROVAL REQUIRED PARTIAL FLOOR PLAN BUILDING 21 -03 ARCHITECTURAL MASTER COL 11- N /R- 11 nr US? R•ISlOR SKr avvirrisivu FEB 2 5 1994 • aw an WIC INOMlCSNI Nr�a CATE 1A16 1o, Ho. DCA -94024 or 21- 03 -IA16 COIN No. 94024&L/ - FOR CONTINUATION SEE SHEET 1A16 EXISTING 3 -HOUR RATED DOOR (101NB) PROVIDE 3 -HOUR RATED DOOR, DOOR FRAME AND HARDWARE COMPLETE. ▪ PROVIDE 7' -0" HIGH DEMOUNTABLE PARTITION (O'BRIEN DEMOUNTABLE PARTITION WALL SYSTEM) COMPLETE AS SHOWN (APPROXIMATELY 7' -0 "x67' -0"). 101P10 PROVIDE ROLL -UP DOOR, DOOR FRAME, CONTROLS AND ALL ASSOCITATED COMPONENTS COMPLETE. (APPROXIMATELY 22' -0 "x16' -0 "). PROVIDE ASPHALT PATCH AT DOOR. FEATHER ALL SIDES 10 MATCH EXISTING GRADE. (APPROXIMATELY 9'- 0 "x5' -0 "). 4' -3 7/8"� 129' -4" STORAGE 101N9 EXISTING 3 -HOUR RATED OVERHEAD COILING DOOR (101T8) 1A10 j .. 1A11 1A16 1A14 i 1Al2 EXISTING DOOR EXISTING KEY PLAN PARTIAL FLOOR PLAN SCALE: 1/8"= 1' -d cmlirmau FEB 25 694 Pawn ammo N iC • NOINSIRR PARTIAL FLOOR PLAN SO rd FACILITIES DEPARTMENT BUILDING 21 -03 DCA -94024 ARCHITECTURAL MASTER COL N- U/8 -11 21- 03 -1A17