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Home My WebLink AboutPermit 6014 - Thompson Tile - Tenant ImprovementAPPHOVED FOR / �- BUILDING ISSUANCE BY: / / 7 9 - �� L OFFICIAL DATE: // /C. J • ( JO I hereby certify that I have read and e " fined 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 or work. I am authorized to sign for and obtain this building permit. i SIGNATU?��,,��i`11111P., ,.` 1 DATE: 7 PRINT NAM : Jj , irr! , (. ' COMPANYA J f Z PROPERTY OWNER Corporate Property Investors PHONE 575 -3025 ZIP 98101 ADDRESS One Union Square Building #3404, Seattle, WA CONTRACTOR Poe Construction PHONE 833 -2400 ADDRESS 3207 "C" Street N.E., Auburn, WA ZIP 98002 WA. ST. CONTRACTOR'S LICENSE # p0ECOI247#Z EXP DATE 5 - - ARCHITECT Alfred Croonquist Architects PHONE 682 -2690 ADDRESS ONe Union Square Building #3404, Seattle, WA ZIP 98101 TYPE OF CONSTRUCTION: III -N UBC EDITION (year,: 88 SETBACKS: N - S - E - W - FIRE PROTECTION: QS prinklers Detectors ❑ N/A UTILITY PERMITS REQUIRED Yes ® o (through Public Works) ZONING: BAR /LAND USE CONDITIONS0Yes a) No 757.00 6375 3 -06 -90 CONDITIONS (other than those noted on or attached to permit/pians): 4.50 - t , t 4-1 Q -90 ENERGY SURCHARGE OTHER: DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 1.164.00 "1F"x?y 9-IQ PLAN CHECK FEE 757.00 6375 3 -06 -90 BUILDING SURCHARGE 4.50 - t , t 4-1 Q -90 ENERGY SURCHARGE OTHER: TOTAL - 1.925.50 , CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 1 -LLD -cio 6700 Riverside D BUILDIt PERMIT (POST WITH INSPE&i'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PLAN C PROJF C T INFOR<L1/1TIO UI 250,000.00 PROJECTNAME/TENANT Thom son Tile ASSESSOR ACCOUNT 880331 - 0838 TYPE OF 0 New Building Addition Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Tenant improvements to a tilt -up concrete building. CODE COMPLIANCE_ USE 4 FLOOR 4 TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET oCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET oCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD This permit shall become null and vp9 if the work is not commenced within 180 days fro !n the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DA ISSUED: CERTIFICATE OF OCCUPANCY NO. PROPERTY OWNER Corporate Property Investors PHONE 575 -3025 --- ADDRESS One Union Square Building #3404, Seattle, WA ZIP 98101 CONTRACTOR Poe Construction PHONE 833 -2400 ADDRESS 3207 "C" Street N.E., Auburn, WA ZI 98002 WA. ST. CONTRACTOR'S LICENSE # p0EC0I247QZ EXP DATE 5 -01 -90 ARCHITECT Alfred Croonquist Architects PHONE 68? -2690 1 ZIP 98101 ADDRESS ONe Union Square Building Ii3404, Seattle. WA ' ' ...;. ; 1SE J / .CODE CO 1 PLIAN ■ / ZONING: BAR /LAND USE CONDITIONS ❑Yes QD No �;: / +- "i"'�.. .ONDITIONS (other than those noted on or attached to permit/plans): 7 OR SQUARE g OCC. L•A' SQUARE - 3 OCC. LOAD SQUARE_ FEET OCC. LOAD SQUARE Z OCC. • • SQUARE OCC. LOAD TOTAL SQUARE FEET TOTAL. OCC. LOAD rOTAL TYPE OF CONSTRUCTION: III -N UBC EDITION (year 8 SETBACKS: N _ $ — E — W (throug P i•ll W. , FIRE PROTECTION: QSprinklers ❑Detectors ❑ N /A UTILITY PERMITS REQUIRED. ❑Y ® No ZONING: BAR /LAND USE CONDITIONS ❑Yes QD No COMPAN l'Sr .ONDITIONS (other than those noted on or attached to permit/plans): RPPHOVED FOR 77-77. .. BUILDING SSUANCE BY: ' , ' ' ( OFFICIAL DATE: �� "1C • ( J3 I hereby certify that I have read and ex `fined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the perfor mance or work. I am authorized know the same to be true and correct. All provisions whether specified herein or not. The granting of the provisions of any other state or local laws to sign for and obtain this building permit. DATE: 4_ 3IGNATUR . ,�� „�l„ � PRINT NAMe. it L1r4 410‘4..,.,.,,,a (. ' COMPAN l'Sr UILDWG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: ( tI - ia - • r Division DESCRIP Of ON BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: PLAN CHECK 1190 -100 TOTAL - 1 FEES 1,164.00 - 75,V1 757.00 6375 AMU N RCPT HATE ago 3 -06 -90 4.5 Q -9c� .^.ERTIFICATE t)!r DCCUPA■CY NO. 6700 Riverside Dr ASSESSOR ACCOUNT 880331 - 0838 _ Tenant Improvement (commercial) U Demolition (building) U Grading /Fill Remodel (residential) O Other PROJECT NAM /TENANT Thompson Ti 1 e i TYPE OF Li Now Building Li .J Addition LX WORK: ❑ Rack Storage 0 Reroof ❑ DESCRIBE WORK TO BE DONE: Tenant improvements to a tilt -up concrete building. This permit shall become null and v�if the work is not commenced within 180 days fro the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: Iv ow Inspection Results /Comment Inspector CITY TUKw1LA Bull Department 6300 :thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection - �� Site Address • r,'�,7` Requestor ,v„ .Special Instructions • ...+.4 w.•∎•nt rou.,A.AAAAarantV AWse nM %nt4bNNilAMA'AO.t24(ttritifi INSPEC 'ON RECORD PERMIT # Date Wanted - rC5,._- s70 p.m. Project 7 J, = Phone # Date 34 Datp 1 / /9(7 '1NtY,8l4k H56iYnv:4GkIF1K YF' Y WOLSI : Nak2C:N CITYOFT�(WILA Buildin .. artment 6300 So niter Boulevard Tukwila, WA 98188 (206) 431 -3670 »:;rnywm,kct”wes.,:wmc gtttvmutel. ttat .<9HtiW a *te C_v91^ Type of Inspection ( 1' Site Address v7 • / U`�.�Sc Requestor Inspection Results /Comments: G—r t INSPEC ON RECORD PERMIT # is r 7 -- 5_c () Date Inspector Date Wanted Project Phone # 7 -6 a C //> or Special Instruction x Date 746 [ c /;d a.m. p.m , '..kili.lbilaW.ff*t..!1,114•A'Resmicsktetww , m6vmr,N.r. CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd. Tukwila, WA 98188 433-1845 IGO Pet No. 604 Date 7( 2_ Job Address (,70i) 4 --"tA- 41 4-e 2 - k CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. LAETE en.% gArsOmS z 1-6 14,4-410 LeS diJ E6t-6ss 40e0 ffs t 1 -P LA-TS 5 - p Li ig . a coil, t4r 1-4 VA-c— o LA c.1-14.35 () 5 AiLou 2,4. Ft...4R_ 6 M4tts Signed Building Official/Inspector July 6, 1990 City of Tukwila Building Department. Sincerely, RE: Thompson Tile Pallet Storage Racks Dear Sir, This is my reply to the inspection comments and installation. 1. The height change from 7'0" to 6'11" is negliible and will not change the loading that will affect the structure. 2. Legs that are not tight to the slab will be shimmed as required. 3. All anchors are to be tightened with an impact wrench. 4. Some anchors are cut off, but 1 was assured by Conesco that the required embedment of 2 1/4" is provided. 5. The 3" long anchor is an isolated case. There was an attempt to put this in because of rebar interference in the slab. 1 was assured by Conesco that whereever there is no problem, 4" anchor bolts wer provided. 6. Rack against walls are adeque.f with one anchor bolt since it is carrying 1/2 of the typical loading. After field inspection by myself on 7 -6 -90. I am very confident that the structure is safe to be loaded at present condition, although the above items should be completed as soon as possible. Santiago C. Manalang`P. E. "ri a,/eLove 14.4 ieget covi.?-04,1 ')A4. /26 C■cE' Pow 5'1rc c7 re r R-°Qe r.-0 -7e 4e Gi.� p.s. Professional stamped copy of this letter will be provided if required. Aglik614 Type of Inspection Site Address 63700 Requestor Special Instructions Inspection Results/Comments: V.11 • SklY611.!+:4Vhi.e., , mainizrt..erprr.... , , , ,,r , .:”......rowNA . .o. ,,, r 1 .0..+Nifilii`Mtel: 14. AWA 9 A , XSI S : 4, VANY. 1,0 :ni !,, e ,XI MV iA-,-,, ; .,td,21,1r.X X W,.. 7 14,Vliviv,,,te,,,.5.rhAAkt.lt3i:tvp.,71tts.::/3t,v,;,,, 6300 Sou - .nter Boulevard CITY OF T Bu ilding artment Tukwila, WA 98188 (206) 431-3670 Inspector INSPECT RECORD PERMIT # Date 7 -3 Date Wanted Project Phone # Date 7 - .m Type of Inspection Site Address Requestor Special Instructions CITY OF TUKWILA Buildin ';lartment 6300'So :enter Boulevard Tukwila, 98188 t. (206) 431 -3670 Inspection Results /Comments: rg; Inspector +..r.a. �mw:aunxe.uasw:mnonnRanv » ^xr. a �aror; u' adi: arouw <tc:.srar�z:xxa'utiwm�.++te INSPEC : ON RECORD PERMIT # O G Date (e'• '—lo Date Wanted b i Project Phone # Date ?- 2,- 9 0 7• -2--- `fir) a .m. "1.YtMnYJ,C Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: CITY OF TU((WILA Buildie9 cartment 6300 Sou .nter Boulevard Tukwila, 98188 (206) 431 -3670 w fir. INSPEC 4N RECORD PERMIT # Date (j "- Date Wante ( Project Phone # Inspector Y `' Date ' 1 - 1 1.--`16 Inspector Type of Inspection Site Addres Requestor Special Instructions CITY OF TVKWILA Building . 6300'Sou . Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: v46. INSPECT .tN RECORD PERMIT # Date i.un.�M»e<re/ vu'4«.nL..W N,ta'4'W�t:t: Project Phone # Date Iv x::xattsr ! e#;?7kYi'kYNYa +i �:HSs!sk>5`pa'. Date Wanted ,- 1/F p.m• • CITY OF T K WILA Buildin ,`artment 6300 'Sou -Inter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection 4A--1--/Le::%. Date Wanted e -- .m, Site Address_ ./ ' '}7 Project Requestor Phone # Special Instructions Inspection Results /Comments: `7✓� Inspector vs INSPECON RECORD PERMIT # Date a.a. .arxru k > SF?+ Pr4: Date (p �� c� `.yam, i. 1' " Type of Inspection Site Address (p '70 Requestor ) Special Instructions Inspection Results /Comments: Inspector (74r CITY OF T KWILA Building `irtment 6300'Sou .Ater Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTN RECORD PERMIT # (.12 Date Cop ._. l / ° l U Date Wanted CP `? Project al Phone # t`U Nrf1E M�..^4NHNt\!G�u.1k41: A 1 Date Type of Inspection Site Address Requestor .Special Instructions CITY OF..TUKWILA Builds✓ '!eparteent 6300 S ;center Boulevard Tukwila, WA 98188 (206) 431 -3670 (&t' r 700 ;vSIrte. ...... w. w+. vnNxw wura.. �ww�. �. ux�a= wrMNefxmlv�Jtu .Jfi%alttiCM.l.V!1t�.tiRM"+ INSPECTN RECORD PERMIT # Date Date Wanted ('Project Phone # Lf Q C Inspection Results /Comments: (: e7 u,Jc 1 1-pf46 ✓le9 f--' 6L . c:61,w)2___ orJ �-c )681 -a-n - �III1 MINK a .m. ISgl.;U5l : aim CITY OF TUKWILA Building Division 6200 South *enter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection r(}.rnitrl - - -- ^� Site Address ( 0 ' \'JQ 7 1 d-2. ,tJl Re nOn Special Instructions Inspection Results /Comments: A - / r/evn • U 5 ivr+,,Z P-40 1, � p r .. INSPECT/ON RECORD PERMIT # (0 0 I H Date 0" 1 5- qr Date Wanted #5"I - to a.m p.m. Project S( )r) t llQ,- Phone # �QG �od p nrt^e-4 Inspector <0j1,vc..,P_ Date c5`--L w --�� .t'.figtittet4* i lliiiirANA,ttleoMrdut✓tumkvarte :iwe.aaawn..........._...._. CITY OF TUKWILA Building Division • 6200 Southcenter Boulevard ; Tukwila. Washington 98188 �. (206) 433-1849 $ti Type of Inspection fi . ( � _ _ t ,, Site Address Requestor 3 to Inspection Results /Comments: Inspector 5 2 e 0 / 0-2- e—n :.naa.a WVb:. W.I. NO Gr [ 4V5 1, 30. SY: tAY. W. LCAtt i4 ld. ist 15. 3i. 4A CKt£...M ! l .i v;2i.20Cl..d /.n! INSPECTION RECORD PERMIT # C� O 1 / 4 - I Date `j' --' 2 g� Date Wanted S • - G�► Project tha 97n Th... Phone # CC CP — O Special Instructions Date 6 r5 I' U .m itilAigitiltaitair CITY OF TUKWILA Building Division 6200 Southeentar Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Inspector (� Ste. ra ,Pcc ,k C ,� �.. w+ s`, wrv. u:. yuwvnvtn�rsnse &tK;m.:�!N ;rru,+ - <nsr± tai :xc*�attransx:�:7.�.:`�.x•L': r', ::!�`.c!rr:„!- 'sdNilStriiA",�': !?; ?.i:�hr':fi��AfP,'rt�: INSPECTN RECORD PERMIT # (Qt I4 Date Wanted 7-20 Project Date hem . •i Phone # Inspection Results /Comments: Ao G�� _ c 44q1C,Y1k Ft- -robs f 2 • Date d'L .111 . ��. ��i. a�' 1F��h: �''. J.`£ J. �545it' ��at' �". JtMEn: x�mfii+ ec+ m< �«.....,...,,...,.......... �..».._,.»...,..... A.._..... .. ......:............._........ ............, a.,,+..... � .�.- y...�..s <..�o......,.w�nwr- yew. vw� m:. u•<, a�.+...«:...« rh« r....... 4�� .:a..v. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Inspector (J GAL- - 'c c) €r Sc-,e INSPECTeN RECORD PERMIT # b O l Date -- �� - Date Wanted Project Phone # -=5:." I 7/8 liar �� I�t► , Inspection Results /Comments: 04 0,4 F AZT Fw -64- f N- e. - aq "cep, 0 v.-- O N FA.A -art clt f (L./A S• A -c.c—.. Antii144 1 G- (l 6C- Date 4 (L, / Po •. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ;//1 Type of Inspection c }II 4 . G(.,T -%-j Date Wanted e- — 2q -9 p.m, Site Address / 0 i , ,1 Al _ / Project 511 L Requestor _ )fl Phone # — .- D Special Instructions Inspection Results /Comments: Inspector I S N./1-x €. Hs) r►r a IS 1" 1 -11 4 1 �S `J W - 4 4, I S P. 4"T E A c9 le— - Th CAv/L.YL INSPECT ,N RECORD PERMIT # ZOO ( Date Ft rc r-L as /L ---° _1 _n15 LA L- - 1.a n) /41-6 +-)6 ,G' /t-ek. kArt c— Date 4 7a ,L:',Atrifkokyaiv , ' ' CIO OF 1011,114 INSPECTJI&DN RECORD . if.3416i0gby M.rivico .!'.a, §91444--evt4s tottlevwd Ti Jig. Utsfrington 91118S 1200 4334E43 PERMIT # Date 4- /--740 .-c- - Type of Inspectio airit-a-e-c-Ake_P„,tA.„-Dek Date Wanted £1_3_O a.m. p.m. Site Address 62 rre e-?--c_9 / e_, Project 5'0'1 ReqUestor 2.)cirj)- E--o Phone # Special Instructions 1 Inspection Results/Comments: /k/dii Li N6 pLerE o \a-y.1 1.N LAA.ru.... ertve Pr---( cf ti‘ivotz (S ,.3-t 0 C_Emi NY; 04_ T?) Vte7L. DOPLA-7 bott.L.- "-Sr Ptet62._ ts1 e 4-(1E Axe" iv L-0) 0 rc- A r'S IW IL LO Fo Ct \AFFA • Inspector bate 472,1 / ci,c) ��ef�AC W;, FSUD': h JI�l1V.@ u' NN: Utirianv. auww�. ww.... � �. ��... w�.. ��r: w�nw+ trm^+;r t�v/ Mn�YS�M1I/ M'-0:' tS�f. TY. YJVAd�I�' �1�1�1j1�4� C' fii ✓.��' ?L:�::{�....i h�{^� 5�u�'k�i(.. .!'.� .. 4,S ' CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address :!.7 Requestor Special Instructions Inspector Date INSPECN RECORD PERMIT # (:)(Y Date Wanted / ' 2 3- "D p.m. P ro j e c t_ P Phone # `` ,�� r Zrv J Inspection Results /Comments: el R-67 F- 1 -6 - o - V— i i-5& - ), /4,c Ix() cA,P 'ib G€^+u /J6' F� (;.-71 <; (47 ri P i 114 �r"1�'� "L C G�k (" -" G�=?� — `TT'►'1idLt �/hys S c"z-c, si r- cr i' — 1 >v S /N( !4-P PA4, ✓tgrP /4- t1 tA rL►'J 6').'n rL-v r-�f c-. r -S. Date 4^ / -3 lig4i...fteaVVAKEW$651trNittInatAIVAirMitlintll. =:.•d 44 a., CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection Results /Comments: Inspector G ✓l.P �� p .�........ .. w. n... wr. w. iw. w�v. w. w....... n..,. ma. kr a1,7=1,0»:M' }Sty INSPEC?ON RECORD PERMIT # ‘C)/ Date r -- Type of Inspection Date Wanted --y' .- Site Address � 7 v �;�,,• ct.Cv �s Project Requestor Phone # Special Instructions Date G�= .m d e ft 44-7 tr+ c .1 /3i.-^r,e p S e['.'s �N.� Z�Da�I - f ""` 74r) / Inspector RkkitletteAh; moat CITY OF TUKWILA Building Division 4200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Don Special Instructions Inspection Results /Comments: Pr m i n r a.. cc-n- L. • ......_ .,.....,.•..*..»w. :-t... »..».w.. wne +,vow.a+a:wwemun,+r,tvaarm4 5unu1..cx.. • INSPEC . N RECORD PERMIT # O i Date 4 7 1 -- /7 —`)d Date Wanted , _ y -/a.-9.0 Project l /40m'NLpSOrI Phone # j ( — Y.2 2 —C) .m -7 Date Project Name Address Type of Permit(s) CITY OF TUKW.1.A Central Permit System TO: ❑ Building ❑ Planning FINAL APPROVAL FORM ❑ Public Works E Fire Dept. 4f' This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( ) r' •-'' ,- , s~ / r'> . ,,•. /. ‘1 C Authorized Signature • Date C. ritrol No. Permit No. 7 r i ❑ Police ❑ Parks/Recreation This project is approved by this department: 5 ' /-c 573 Authorized Signature Date \ CPS Form 3 1 1 Scope 1370 Part III Lateral Design Requirements U.B.C. STANDARDS Sec. 47.1810. Suspended ceiling which are designed and constructed to support ceiling panels or tiles, with or without lighting fixtures, ceiling mounted air terminals or other ceiling mounted services shall comply with the requirements of this standard. EXCEPTIONS: 1. Ceiling area of 144 square feet or less surrounded by walls which connect directly to the structure above shall be exempt from the lateral Toad design requirements of these standards. 2. Ceilings constructed of lath and plaster or gypsum board. screw or nail attached to suspended members that support a ceiling on one level extending from wall to wall. Minimum Design Loads Sec. 47.1811. (a) Lateral Forces. Such ceiling systems and their connections to the building structure shall be designed and constructed to resist a lateral force specified in Chapter 23 of the Uniform Building Code. Where the ceiling system provides lateral support for nonbearing partitions, it shall be designed for the prescribed lateral force reaction from the partitions as specified in Section 47.1815. Connection of lighting fixtures to the ceiling system shall be designed for a lateral force of 100 percent of the weight of the fixture in addition to the prescribed vertical loading as specified in Section 47.1813. (b) Grid Members, Connectors and Expansion Devices. The main runners and cross runners of the ceiling system and their splices, intersection connectors and expansion devices shall be designed and constructed to carry a mean ultimate test load of not Tess than 180 pounds or twice the actual load, whichever is greater, in tension with a 5 -degree misalignment of the members in any direction, and in compression. In lieu of 5- degree misalignment, the load may be applied with a 1 -inch eccentricity on a sample not more than 24 inches long each side of the splice. The connections at splices and intersections all shall be of the mechanical interlocking type. Where the composition or configuration of ceiling systems members or assemblies and their connections are such that calculations of their allowable load- carrying capacity cannot be made in accordance with established methods of analysis, their performance shall be established by test. Evaluation of test results shall be made on the basis of the mean values resulting from tests of not fewer than three identical specimens, provided the deviation of any individual test result from the mean value does not exceed plus or minus 10 percent. The allowable load. carrying capacity as determined by test shall not exceed one half of the mean ultimate test value. (c) Substantiation. Each ceiling systems manufacturer shall furnish lateral loading capacity and displacement or elongation characteristics for his systems, indicating the following: 1. Maximum bracing pattern and minimum wire sizes, 2. Tension and compression force capabilities of main runner splices, cross ttut=Cr connections and expansion devices. All tests shall be conducted by an approved testing agency. Installation Sec. 47.1812. (a) Vertical Hangers. Suspension wires shall be not smaller than No. 12 gage spaced at 4 feet on center or No. 10 gage at 5 feet on center along each main tunas unless calculations justifying the increased spacing are provided. 1988 EDITION 47 -18 Each vertical wire shall be attached to the ceiling suspension member and to the support above with a minimum of three turns. Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Suspension wires shall not hang more than 1 in 6 out-of-plumb unless countersloping wires are provided. Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back -to -back 11/4-inch cold- rolled channels for spans exceeding 48 inches. (b) Perimeter Hangers. the terminal ends of each cross runner and main runner shall be supported independently a maximum of 8 inches from each wall or ceiling discontinuity with No. 12 gage wire or approved wall support. (c) Lateral Force Bracing. Where substantiating design calculations are not provided. horizontal restraints shall be effected by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component induced by the bracing wires. These horizontal restraint points shall be placed 12 feet on center in both directions with the first point within 6 feet from each wall. Attachment of the restraint wires to the structure above shall be adequate for the Toad imposed. Lateral force bracing members shall be spaced a minimum of 6 inches from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, whichever is greater. with a safety factor of 2. (d) Perimeter Members. Unless perimeter members are a structural part of the approved system, wall angles or channels shall be considered as aesthetic closers and shall have no structural value assessed to themselves or their method of attachment to the walls. For tile ceilings, ends of main runners and cross members shall be tied together to prevent their spreading, (e) Attachment of Members to the Perimeter. To facilitate installation, main runners and cross runners may be attached to the perimeter member at two adjacent walls with clearance between the wall and the runners maintained at the other two walls or as otherwise shown or described for the approved system. Lighting Fixtures Sec. 47.1813. Only "intermediate" and "heavy duty" ceiling systems as defined in Section 47.1802 may be used for the support of lighting fixtures. All lighting fixtures shall be positively attached to the suspended ceiling system. The attachment device shall have a capacity of 100 percent of the lighting fixture weight acting in any direction. When "intermediate" systems are used, No. 12 gage hangers shall be attached to the grid members within 3 inches of each corner of each fixture. Tandem fixtures may utilize common wires. Where "heavy duty" systems are used, supplemental hangers are not required if a 48 -inch modular hanger pattern is followed. When cross runners are used without supplemental hangers to support lighting fixtures, these cross runners must provide the same carrying capacity as the main runner. Lighting fixtures weighing less than 56 pounds shall have, in addition to the requirements 47 -18 U.B.C. STANDARDS outlined above. two No. 12 gage hangers connected from the fixture housing to the structure above. These wires may be slack. Lighting fixtures weighing 56 pounds or more shall be supported directly from the structure above by approved hangers. Pendant -hung lighting fixtures shall be supported directly from the structure above using No. 9 gage wire or approved alternate support without using the ceiling suspension system for direct support. Mechanical Services Sec. 47.1114. Ceiling mounted air terminals or services weighing Tess than 20 pounds shall be positively attached to the ceding suspension main runners or to crow runners with the same carrying capacity as the main runners. Terminals or services weighing 20 pounds but not more than 56 pounds, in addi- tion to the above, shall have two No. 12 gage hangers connected from the terminal or service to the ceiling system hangers or to the structure above. These wires may be slack. Terminals or services weighing more than 56 pounds shall be supported directly from the structure above by approved hangers. Partitions Sec. 47.1115. Where the suspended ceiling system is required to provide lateral support for permanent or relocatable partitions, the connection of the partition to the ceiling system, the ceiling system members and their connections, and the lateral force bracing shall be designed to support the reaction force of the partition from prescribed loads applied perpendicular to the face of the partition. These partition reaction forces shall be in addition to the loads described in Section 47.1811. Part'. tion connectors, the suspended ceiling system and the lateral force bracing shall all be engineered to suit the individual partition application and shall be shown or defined in the drawings or specifications. Drawings and specifications Sec. 47.1116. The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, parti- tion bracing, etc. Such definition may be by reference to this standard, or approved system, in whole or in part. Deviations or variations must be shown or defined in detail. DATE Plan Review PROJECT ADDRESS OCCUPANCY GROUP 1 kvm ()son (1 OO R■Qerc2Dic -e_ r. -21 1O - OFFtc . 4 , Mez TYPE OF CONSTRUCTION - N Bad LOCATION ON PROPERTY uv"h'�\ hJu c;-�-r ∎ck \ �y 4 t s BUILDING HT. / NO. STORIES ± 3 Z R+ ' J FLOOR AREA (c-.) 2 o `1 sc. 4 (;r3=--S OCCUPANT LOAD 3 3 Ca C' (k L . C n e re vr, P 6-4 NOTES:. L= Z S �or' i .e C�� S 110 DETAILED REQUIREMENTS OCCUPANCY _ lC TYPE OF CONSTRUCTION 6 ke_ PART V, CHAPTER 23, U.B.C. CHAPTER 51 -10, W.A.C. d K P LAN CHECK NUMBER EXITING REQUIREMENTS .to a jauz o�-I 'r e Z __Sal,- c....�. ar„,1 1 > S`c - 1 -- ,,c, am. T ac: �`' ■ re . S I F'rc1J ;) c ...,,...�., 114 Lam, �. /a i JV ►J �. ed. . - ��3 c fam -' rr^ �.-. Pr • d - c i -P4 • CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , F Y 1n I PLANNING DIVISION Plan Review PROJECT . �h v p s o `T ADDRESS ( (' p ; DATE .. ,= . Z 3 . 9D r c.� AR.s 4 0t CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION r e c� rfl!. a. 11 e_x s ect. se re. .j 0 sr\ r'n nrse),eth FOte, M 1E."2.,. A N t ■s(t> p r ff , c a PLAN CHECK NUMBER 90 —I act prepared by: • .-kr „,_ )\ PERMIT NO. - CONTACTED -Fr'o.n t N DATE READY DATE NOTIFIED (� — 1 �' c l� BY: (init.)-42i15 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 1 (D • 50 3RD NOTIFICATION BY: PLAN CHECK NUMBER 9o- too lF BUILDING PERMIT APPLICATION TRACKING PROJECT NAME �. Ihorr Q eon 11 Le SITE ADDRESS CQ b oo 1 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) ......................... .......................... .......................... SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. T CECBUILDING - 3 - 26,— et initial review c--)-0-`10 (ROUTED) FIRE PROTECTION: rinklers [ 1 Detectors [ N/A FIRE 3J27 /Co 3- z6 - °r 0 PLANNING O PUBLIC WORKS O OTHER BUILDING - final review INIT: INIT: INIT: INIT: — 76 INI CONSULTANT: Date Sent - Date Approved - FIRE DEPT. LETTER DATED: INSPECTOR: .12.— ZONING: PAR/LAND USE CONDITIONS? [ iYes A No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- W- UTILITY PERMITS REQUIRED? [J Yes LNo PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): REVIEW COMPLETED 0970119 �■1,1 VVV11/VA111V1 1lV14I17•Gi /V, IYII.•IIU •••, .,..IV., (206) 433 - 1849 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEE j,((04.00 - 751 , of ) (0315 3--1 -ct o PLAN CHECK NUMBER • i APPLICATION MUST BE I OUT COMPLETELY BUILDING SURCHARGE Li 60 PROPERTY OWNER Gp -r_ re, v�f ' / -a/ PHONE 57, .3 ENERGY SURCHARGE ZIP "'g3l0/ CONTRACTOR po Go/)97r. -A 0010 PHONE 053_ Sao OTHER: ZIP Cr Z WA. ST. CONTRACTOR'S LICENSE # ro - E - 0/ — 24 Q • EXP. DATE 5-_ /// _ ? TOTAL - I, qQ . ADDRESS D U,&¼ �- �o r7 kJ ,4 - SITE ADDRESS SUITE # 0l 00 if (1c-r5 /.YE P, VALUE OF CONSTRUCTION $ 25 o, 00o — PROJECT NAME/TENANT 'T t 06 - 77 ASSESSOR ACCOUNT # Os 3 "/ o 3' TYPE OF U New Building Li Addition Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: �tix� 2 577/ jvff 17 �M TS 7D A 5/N&C6 9Wy b— i.- cop gre / 14/ i� . i A �y / - r N boo' s-/-1-Po o - .111.. � im• BUILDING USE (office, warehouse, etc.) N/ 4i' .7;r NATURE OF BUSINESS: 66744-m1 c /4-(-6--- 4 i"/ / deorl o WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: ( ,, 077 Tenant Space: 6 Z Area of Construction: /0/ 3,0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Gp -r_ re, v�f ' / -a/ PHONE 57, .3 ADDRESS no6 //fN /.0 -9'iA,6 % _594_7 / m..),4- ZIP "'g3l0/ CONTRACTOR po Go/)97r. -A 0010 PHONE 053_ Sao ADDRESS 2 2 0 - 7 (,,, -/" /JC g G'JA- 9 9— ZIP Cr Z WA. ST. CONTRACTOR'S LICENSE # ro - E - 0/ — 24 Q • EXP. DATE 5-_ /// _ ? ARCHITECT 4-(,�x -j C j0 O (� 4 -i -� ��, / / l' � / PHONE aa2 _ 06.1 ADDRESS D U,&¼ �- �o r7 kJ ,4 - ZIP 9 0/ 0 / > CITY OF TUKWILA Department of Community Development - Building Division J: :HEREBY CERTIFY? HAVEREA `TRUE AND CORRECT'AND 1 /#M AUT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME DATE APPLICATION ACCEPTED 5 Co 9 o AND:EXAMINi D RIZED TQ A CONTACT PERSON efrA) Al/s- BUILDIf`a PERMIT APPLICATION APPLIGATION -1 IS. PERMIT FEES (for staff use only) DATE APPLICATION EXPIRES DATE 69z - ADDRESS c �oN c 4/ y 50t; CITY/ZIP PJy© PHONE 6g.�, 2 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 (Immunity flevelopment prior to application submittal. Contact the Permit Coordinator at 133 - 1851 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. 1f you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. COMMERCIAL NEV/ 'COMMERCIAL BUILDINGS/ADDITIONS ■■■■••• Completed building permltapplicetion.(one, for each...strUctUre)••:...••.; •. •.::, . , , : , Li Assessor Account Number • •••••.• • Two sets (2) of the following: j Spedficadons Structural calculations stamped by a WaShirtgton liCertied • engineer••••••:: • .. • •:„. • . . ..• • • • ••• . • • •• • • • ••• . Sok report stamped by a Washington State. liCensediengineer:::.:• ••••• .• Topographical survey , . . .. . • • • • • •• ••• • • • ••• • .•••••••• • •••• •••• • • ••••••••••• • • • • Energy calculations stamped by a WashinOtOri.StateliCensed:::: "•• • •.• • : engineer or architect •••,.. • • • Li ...Le ••.• Woddri g drawings, stamped by a Washington State Ilcensed : arthllectwhich include:. "::••••••••••••••:••••:, • . ••• ••••'••••••:•:•••:': . • ••• .......... ............... • • • • !..Archltecatral drawings •••. drawings '•••'• •;••• •••••-•••":".• drawngs ••:•••■•• Elevations.. •:'•:••:: ..•: ••.. . . •.•••••••••••••...... ..••••:.i • " ••••'••••••••:i':".'•:".•'•••••::".;""•: •-• • . ....... •:;GOrtilifeled . 06111y .Permit aPplicatiOnionifot entire pro • • • • Six (6) .sett • t alight apPliositioctand.Chkilliat :• RACK77 tor 6:iir„ • P s Completed • •• t or Num C? Ind • s, which i.114.111 be • • E E x n i t t ire : lone • o . !sot a 9/w. an pian TaflaM �xlts and et • cb. on . . �n gifler NRESID ELNEfT411A10. • . E Completed *Acing permit application (on• for each sucture) Legal desorii • • • • • " : 40:Iess9r; Aocount •:• Tvealeetti:(2);et drawings, which includ •••••-• ...; ste plan . Foundation plan ::•:•"! .• Building .elevations.(41.:.** bros0-seation"."::::••,•,:•.....;:",':::.. lyeabingtortState Energy Gode data •:•::, 00 utilfty pe.mlt application :":"'":".'•••••••••••••::" "::••••••• •••::::.*:•:".••••:;•••••• ":". • • . ". ••••••• Six " Sets!! site plans showing utilitas NOTE • be Cinbleert;I:See:::::•:- ' application . • E‘idiCiti site .14ifianadidaiNitigiastt :Adcitioitat topOipaphipal and soils lotottitation•tapy tat u • Si . ;:•... ••• te:CoodNans . • " :. Si3MITTAL CHECKLIST .• :„ . .. .... ...;; . COMMERCIAL TENANT •:•:•„•.• • .• •• •• • • • • • • • : ••••••• • • • • • : OP.plicatibO. (one 'tor each ;structure or •••• • ••••• • • • • • ••• •••••••••••• •••••; •;'••••• „•••.•.••••:•• • • •.• ••.• ••• • • • "•• ••Aiseaeor;ACCeitifit NUMber•:: ••••.:::.•• •••••••• • • •••••••••.• • • • •••• • :••• . seti0fconstrtioricri•plans, whlch include . . tenaritiPaciel .• • Existing arid . proposed perking:.• • •••••........ .. . . •.. E • • • •••••:•••••• • •••••• •••••••••• •••••• •••••••••••.•:• ••;••••...-." . building pian :•;•.:•.•••:••• ''•••'•••. :••••:'..."•••••:: • :.: . . •••• • •• • • ••••• • • • -•••••• -: • ••: " • •••,.:•".:::.•,• :•••••••:::!, Tenant • • •:•••••.•,,‘:::•••:••••'••.::::■. Use of 'adjacent (common lwall) tenant . .. . .. .. .... Overall .......... of buliding or • Floet;plen'ot:proposed.tenant space •.•: . „.......: ..„„::...: • Tenani sP,ce.r pien with use af each room tabelled : •• b • wa s be demolished • :" :•• ••• • " • • • ••' • •••• • • ":•:•••:••' .. : .. ... • ■•Cebei •COnstructiori.'end...itiettiod nf • eit for :Maar:and engi:1?earttachmaymehj:gns req uired "if sabirtinc:'araUlfrnwo:SSis erfnit • ":,, : j Competed 14 Assessor Account Number 1:;•••••rtg": p9ftr: d • (o for each:.•!•ru°ti.. Narrative descnbing existin roof ma . ted;toal b. fiii iii al 9 f g ns 7 0 7 9 9 ti Y b e il di ail ':7 d nd s! sig ff o NO M iiifica000 jettE'r40 10 9uired f the•PiOn#, . .. , .:::".•ANTEPIN/4/SATELUTE ::.....':::11.', E8..:!........••TCP........k.d041t.:...:...0.'.............:,:..;.....;114....',.,;;.:).......s.....);...11i0........ite....i.:.....,:.n.tii;u..;....,110..E1419.........9i.......:,1•n'1,...di',....1.;%.i9;.:.01;1....;...:.00'...E...1";'.1ien*H...'rsi..''..........:•.....::•;.;;.or;'..:::::..:...1.....:;•...;;;19:::,,.......1P11;........'...;:° .. .............. • • ' '''''''•••••- '' • •••;••• . •::::;::::..................: -........ ..-•.:.::.••:::::•••......,.. •" •••::::: ...::.. . . . .............. .•;:.;;:.:::::::::::::.:•...:::::•;;;:•:.•...::::......;,:.::::,:;•;;;•.:•..:::.:;...••..:;.:•„•.:.•::::::::::.; •• •••• • ...........,........:•,.....:....::::::........:„.•:,.:.:....:...-..::.:.:.:::::::,;•:;;::::::•,.... •••••••••••••••:••;:.:•:...... .....:•••••.:::;•:::::::::::..,...•:....,,,,,,,.:.::.•...:•.::,....... . ,•-•,............•::•"•:••:.:::::::::::;::,....::::.: • •::.:...•.•;.,..:•• .... ...„.......,.............................. „.............„:.................„......................:,.....„..: ...,...„ . : . •:::„....;....;:::.:....;:,....::::::;:::::•;.......;::,......•;::,::::.;....„:„....•••;•:::::•:„....„,:::::: i:::::::::•••. -,••••:i.oisiod*tio#40:::::::::,:ii,..,:,::...... ,:.......:::...,„ ...Fic.oei).1011... . ,:::::::::-:::::,:.:.................,::.......... .....,..........., .............. • •:''........13Fluoritit , 11,0 4 010. — ys -.... 0 , 0ps:(ok . vjpw . .......!):: : ! : :;.:11 ,. .:! . ..:!:) ... :,i . :,1 . „1" : :: . .i . ::: : :....::::'' . .... . .• • .::::: ......::::. .. . • . .• • framing . „ne:„. i..•••!..•:.:NOTP!f*. Str i,tvii ittfia .......;'..; . ...,... . iik'iiiitii ::::: „,..,.......... ••••••••• ::':: Plana must be s ; .. ; ......... ••• .... . ..• '' . ' .... ,. :::;:: . •:::.:. .. . .. ;,..: . :;:::::::.:::.,:„...... ... . .. .. . . . ..... . .. .................„.„.„......... ::: • •.• :•.• •••••• ••••••••••••••••••••••••••••••••••'.• • • • • • • Plan Check #90 -100: Thompson Tile 6700 Riverside Dr THE FOLLOWING COMMENTS APPLY Tp AN BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ O1 J____. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3, Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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 and permit number of the project being inspected. 7. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10. All construction to be done in conformance with approved'plans and requirements of the Uniform Building Code (1988, Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and. Washington State Regulations for Barrier Free Facility (1989 Edition), Thompson Tile Page 2 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to •_be a permit for , or an approval of., any violation of any of the provisions, of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this.cade shall be valid. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 X 7 Framing 433 -1849 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 433 -184C' X (Engineer', 11 Deck Nailing 12 13 X 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: OTHER AGENCIES: BUILDLIG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place SUITE NO.: BUILDING GoD PERMIT NO. I DATE ISSUED: PROJECT: 6700 Riverside Dr Thompson Tile CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS 4- 1a -90 (INSPECTOR COMMENT SE All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. i2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0.,28199 Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -100 (512) Gary L. VanDusen, Mayor March 28, 1990 Re: Thompson Tile - 6700 Riverside Drive, Tukwila, Wa. 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without *ILA 1905 4 City of Tukwila 2 FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.106(c)) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206)575 -4404 Page number 3 (NFPA 13, 4- 1.1.1) (UFC 10.302) Gary L. VanDusen, Mayor Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. Visible hazard identification signs shall be placed at all entrances to and in locations where hazardous materials are stored, handled or used in quantities requiring a permit. (UFC 80.104(e)) 6. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 7. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) 8. Inside storage of flammable or combustible liquids in excess of 240 gallons, total shall be stored in flammable liquid storage room or liquid storage warehouse designed and constructed in accordance with the Building Code for a Group H, division 2 occupancy. (UFC 79.202b, UFC 79.203a Page number and 79.'204a) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwi Fire Preven ion Bureau . cc: T.F.D. file ncd Gary L. VanDusen, Mayor •X' REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney 7 Framing 8 Insulation X19 Suspended Ceiling '<10 Wall Board Fastening � / 1`� �, arJOin.1 Cer�' Deck( 1�h\L 12 13 X 14 FIRE FINAL lnsp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL >(17 BUILDING FINAL • PLAN CHECK NUMBER c t PROJECT: t k' w1 p Se (n i i ee THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ( flo changes will be made to the plans unless approved by the Architect and the Tukwila building Division. jg permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including 411 gas piping (296- 4732). ectrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency 1572 - 6363), All mechanical work shall be under separate permit through the City of Tukwila. 419 permits, inspection records, and approved plans shalt be posted at the Job site prior to the start of any construction. Q - -khan 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 and permit number of the project being inspected. �7 A11 structural concrete to be special inspected (See. 306, UDC). O All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 1 2 13 8 All high - strength bolting to be special inspected (Sec. 306, UBC1. ny nee ceiling grid and light fixture installation is required to melt lateral bracing requirements for Seismic Zone 3. Partition walls attached to telling grid must be laterally braced if over eight (0) feet in length. Readily accessible access to roof mounted equipment is required. Enoineereed truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulat ions backing (material to have Flame Spread Rating of 23 or less, and material shall bear identification showing the firm performance rating thereof. Subgrade preparation including drainage, escavation, compaction, and fill requirements shall conform strictly with recommendations given in the sons report prior to final inspection (see attached procedure.). O A statesent from the rooling contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure). l�fal construction to be done in conformance with approved plans and requirements of the Uniform Building Code 41988 Edition), Uniform Mechanical Code 11988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility 11989 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangesents for final Health Department inspection should be sade by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have • set of plans approved by that agency on the job site. Fire retardant treated woad shall have a flame spread of not over 23. All materials shall beer identification showing the 'fire Performance rating thereof. Ouch identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requtresonts for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. T2 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U,B.C• Section 306 (al 7. V alidity of Permit. The issuance of a permit or approval of . plans, specifications and cosputations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit premising to give authority or violate or cancel !Am orovisinne di thia cede akall ha valid. Vs ,- 0744/90 07:31 TOTAL # OF PAGES: (INCLUDING COVER SHEET) TO: COMPANY: ATTN: LOCATION: FROM; RE: Wp FAX 7827041 GI 64 1? V 114 o Westvent, Inc. FAX TRANSMISSION T LC 'EN 'C: 894 TUK PUB {WORKS WORK ORDER 8: /3 G / ORIGINATOR: IJ001 - - ONE: FAX: 4 / 1 3I "43 445 PHONE: 7 -* .5- FAX: MAIN OFFICE: 5005 3RD AVENUE SOUTH P.O. BOX 24567 SEATTLE, WA 98124 (206) 767 -5005 FAXES: (206)762 -2624 PROJECT MANAGEMENT (206)787 -9796 EST., SALES, CORPORATE (206)767 -3537 PURCHASING/ACCOUNTING (206)763 -9679 WESTVENT SHOP (206)762 -7041 QUICK RESPONSE LICENSE #WESTVI 121 RP eF - 6 /i Re.LJLs e d RI 1-0c0644 LStVENT - rho nt pSdh 174 C11/91/6.as t o 2.hd c oR 0 u rs (b 1.0 2tJ let r r � J I� fLl LWIC It RAJ +,p` NO CL& JO 0 r P ♦ • •• _ 4-1 r Z OcLMo sirmss 41& t o F wittR11 1 r , L_Is RECEIVED JUL 8 1990 PUBLIC TUKWo ' WORKS r 1 r ••••=1•41••••••••••••46.14*4.0.4so GQ` RESEF VE STREET WITH !D UTILITY EASEMENT CN BOTH SIDES 11 1 ■ • 1 IL ■ i PUBLIC ACCT 3:.i APE A OLYMPIC /4VEr'JUE SOUTH 8 " .l WEST ' i , 1 CASCADE AVENUE SC:IUTiK } 70 FliAILEICIAD i pASEMENT VALLEY aU• t.1Ti41TY EABEMEN' TY 'I9AI. BOTH 51QE'a' FiRE HYDRANT (TYPICAL , G IOI CJTILITY k'A5EM NT_ __ H1IaI- 1VI /AY 1 SCALE: 0 '„ •• • r . REQUIRED SETBACK TYPICAL I� r I t, lljlilj!�l;illil!!i ll!;1f 2 RIVER F, H AREA PLAN 1 11 = 100' • j 4 TOP OF BANK - WATERStDE OF 011 Wons - As I) 'PrOvi eSe S to swit c. e tAte,1*4 6 1 6 4 2.) Pr.vi 3� P•r0g ; 44, 4 lain. 4en1 6 `�'� eavektm 4 /I a .41Ji ms DEc NAJL1 /J& Tt • Be R wen 8t' ;21 OR. - z - v GJtle-4 / Pr6fi. M 4 l<'cw kits, 4.€441.-at , 2 E s U .TS ?'ca // '1 1111! 1 I!; 11! i111i 1i11 111j 1Hiis li111;1`111111111111lii1li11111 l ;H T 5 7 NOT If the rnicrcfilmed c'ecumcnt is less cleer then this rteticc, it is dud' tc the quality cr the cririre i recurrent. 5c' 7c: Cc' ; lc 0(2 61. Et L 9l ' L 7l £;I ZI CI 01, ( f il l L I 'li 1'Illl• tfl�ii; l!!!" 1111 . 1 ;1' illl ii 111 ,IIIII 'lli '11!11 I I 1 i 'ii •.., .tl. l I 1 lll�illil!! l 1 l �tlll!i! 111111111! I11!il�ii�l�illl'�i�:ll':1'Ill 'i1 evil $143K *etc II 4 1 • • !il ••1 0 l iii1 •.: i; Iliiilll 'illl!l!li!!11!1�11i1i!il!!i! l I '.'1 ktr akcil ev\ ce '; h syrierm (u 44/.1 See A+6. ) puer Gems r. Mel-VG n►ha 7, 11 ovv4i u 3313 e.NCs/etiemJG G OM PPt / 4vco ro r 1•J A.4 A ()cc, /t4er1 , u/1 Al Al 5 ..Z"J,' 70/C_ • PUBLIC ` ACC3=SLi AI e.. T 6 A' y s D% 9 t•s411‘) 1 : Lt 1 dui -1 1 1 �G1 L 1ILI iLii l PEGUIFtED SETBACK PEP SHORELINES ACT TYPICAL Permit No ,!! 1 11i111!!!! H! !II!!!!i!II!!ii 9 1 n 11 sn.S.1 ,,'.444•,s4,.r 19 FILE COPY IN jti?i!i!ILLr 1 understand that the PI:1 n Chock approvals are :, tblect to errors and orni5 sic 1. 3fld „p.p ; of / �'�i'iT tl'r.: v;oiltion cf any plans c:o�s r,ui • ula: I•- x., , adopted code or c ; 'n r i_ =: kcce: t of 1 oniractor's copy of approved : i211z; r:'- '.e: I .i.;.;.t.i. Date . r- Iz 7o U1e,G /C• PE OF !7 &se 1 PROJECT NO: REVISIONS: / r. DRAWING INDEX Skya/EET OESCRii'TBO6li LEGAL DESCFUPTDN of S( '/i.l,r roc- or -de;: .nrder Lint? Count', Rer:Or:!irlg No. 8612010231 , ot')ng fiOre t);., C:(_'lil.lrly C1 e:)' i i)(•ri RI:GINN:N'.; col tl;t• ,ihht-of-'•l'av I;ne of I\r /erside Drive, said point trif�(. t "!: f�'i' fii� ' :!1(' SOUt'lwer,tr'r!Y• comer l� id t 3' i , said Lo, 2 thence from ! 1) `I. .� ( .. 1 1 r-•� .•, .I r! 1� ! •t) 35 i \ .` 1 , �, i� I)i_ )i� '�1 .�.,. iI� Sad _, +lOC� 1Cr �' r! ililr '� 2' J )J L (5. f(•rr- 1t, on the l)ni.rr)r,:r 't' ,itl'.' of said Lot 2 h'! - lift C )7 C` i ' rrl; S3(.0"9'30E 99.00 f th!,icn S36 °08'00 "i: 101.00 felt; thence:' S3 '-'3;'ter.' "L 99.09 f!.-et; thence S29 "r. 32.8' feet: thence SI I °23'50 " \:' 43'0.2 feet to !` .i`i the northerly right of lr.':. +-1' i:' , of a:Cd R IV r>Idt' Drive; thence :;urthl-rr' richt- •of-v.: line 'N 7Sp36'1Q 2t 3.7( f!''': to the POINT OF [If. '1 reCti)rr;E. vC;:sningt!,)n • BLDG. DEPT. NOTES • i ; � , . , • , i " , )t `i`l'.1 \l'r1 on (2 or. .. i tt; of 1 ':'•l•ila under :k.I]ditor''i file No. 1. a+.. sa. e.+. ..-•.,....wwsx..- ..•r•...... ....n.... SITE • UNINCORPDr1A: WEST ‘/ALLEY 1•VI SEC. 2 t3 0-- AVE. S CITY Of ; E.D 1\11; I; 1490 (ps BUILDING DIVISION' sON' - CITY CIF KENT - of l•uk'.v! ftol!nd.Zry Line Aciill r. • • 1 • SEC':. :3S VICINITY MAP o a 400t.) 6C CO 1 Line \ dj!.Jstrnent No. Record of Kind; County, CiTY OF - TUKWILA • �••O•• + :e • -1f 0 L'1 aiorl t.:, said boundary ,S r. J.1 -;- -4- -4- CITY OF CPI PROJECT 1 157=THOMPSON "lLL.l• SCILITHCENTER S INDUSTRIAL PARK BY CC3RPORATE PROPERTY INVESTORS ALFRED CROONIQUIST ARCHITECTS -I ONE UNION ION S UARE F3UILUING SUITE 3404 J E:.A• t WA SHIN'c "FC,31J 9B'131 :E,063 682-26 1-30 ! - ') r,'r', I '3 1 • •r.?, c;, -•i c: PEWIT CENTER SkiEET NO: Tan& I OF 1 C T11 !, IELL . llel ,! 1 CIOCUIR VRALIVii AT. F INe HO. FRAIVIEF. DETAILS 14L1 LABEL HARDWARE GROUP N. 1.01 *few 4t-eam ray 1 HAr-imciAow.ev TalLe• \t-r IRM151 . W . RF1L8 t-tr-H "67 wrolLei ■■■••■■■+••■•,=•.1,...y REIM/ARKS perS6RP1itthi. FLC36111 BASE FIN. RT WALLE BAST SOUTH T. FIN. CEILINd HEIGHT EIVIARKE ALFRED CROONGLAST ARCHITECTS: ONE UNION SGIUARB BUILDING; SUITE 3404 SEATTLE A41\10 `O 01 agora CPI PRC7ii" 1571eiTHISON SOUTHCENTER S. INDUSTRIAL PARK E3Y CORPC1RATE PRC1PERTY INVESTORS 4-4 • • .• • co- • t F.F. FACTORY Fthissi-t GAMS. GYPSUM WALL BOARD H.M. HOLLOW METAL. HR. HOUR MAT. , MATERIAL MiN. • MINUTE PLAM. PLABTgC. L A MINATE PR. PAIR PT. PAINT NUS RUBBER • 8.Y. TEL TROWEL S &V ErrAmt a VARNISH .VIN . SI.1 E T VI NYL W D. WODO VIN. • VINYL V*P. VISION PANEL toUNI.O. UNLESS IT 110 0 T PM I SE i• GENERAL NOTES k , 1. General Contractor shall verify all dimensions and building conditions before commencing work. 2. • General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. 3.- Chamfer all corners on exposed concrete walls. 4. All work shall conform with applicable codes and regulations. 5. See mechanical shop drawings for location and size of roof openings for mee..enical equipment. Ventilation per the ilt4mUniform Building Code. gee 6. Chemical fire extinguishers N.I.C. (Not In Contract). All stud walls and partitions, furred 'spaces, shall be fire Stopped per code: 4 20640 2) no CO 8. General Contractor shall furnish and install approved . orotective pipe guards around P.I: valves, Fire Department connections, electrical transformers and as meters. 9. All doors, including exits, shall be marked per OSHA standards. 10. Exit door hardware shall conform to U.B.C. Section 3303(C). 11. Complete fire alarms, hose stations, sprinklers and extinguisher layouts shall be submitted'per separate permit and approval of Washington Survey and Rating Bureau, Factory Mutual, and the governing Fire Department. Fire lanes, hydrant locations and protective devices shall be submitted concurrently for required approvals. 12. Mechanical and electrical systems, including exterior surface and sub- grade improvements shall be submitted for separate permit. 13. Underside of roof structure to remain exposed until moisture content of roof structure material reaches 13% or less. AC. T. C PT. EXP. N. ACOUSTICAL CEILING TILE cohic. CONCRETE 'Agnsufsesstroodsipesolossstalasai t4, 410 VI:717.6p BREVIATIONS CARPET EXPOSED CCINSTRUCTION FINISH R TYPES j If 11-160L-ATVP ••■••sassooltss *FPI. v:eferr. u grg.."V R SCHEDULE . CLA. CLASSROOM LocKseT CY L. CYLINDER LOCK CUM. CtUMMY TR IINfl (SINGLE) ENT. ENTRANCE LOCK SET EX IT EXIT LATCHSET PAS. PASSAGE L ATCH SE T PRIVACY LOCK SET S•O. 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AtiAawoot PTA L i -- --- �.- 1 ` 1 4 , v ? , , , II 1 � T 4 iy-- 4 tom.; 1 t i M E :7 ' 7 i - • > K . :i \ \11 I I . \/ I I , 2 UgIT , 71IK ,4n 1 1 41.34 lititifr.: U r Tx, vI r '� CYIi] L.1 El EgegeA .J I 7-01 / f �_ -- --�-- • r 1 i 1 F T — ---1 avA D [ _I 1-4 . .., t• t " • fF� 1 VGA 1 t } 4 .-• • • r V" at-112 44 q C I \111i 1gClLJ C i ( I7JOt,4 1AVD 1 2 - 41:2 EA441- mi G EIV" iN1 lri Tl o " - f' • I K - ut2e*, rixiu . --- JEJI1U T C /t N 0i +42 W,°rtl i•I47 uG•N getztri A SIG - Ti Le- 6vi -- &w e ,, T1M T , 11°1 4i .1 � a • v I ► vt IAA/ T ' " T �r --- n : rij 111 KZ N 1 LII_JEtiiTh1 i EIIIUECJLI . V.440 1T DI "t y�y nib, t 1/ 7 'r - r : • i, • i , !i i r • . r y - • -4-- . z [-tgu 4-rep rf PrP-n4N•, -" Ca 3d %, tv/ 1 ;•• 1 00• 411 T 1 El El E LI LI 4::Fr --4. rsin i I]_ I i 1'4'0 46. figL — 1 1 1 i \ N 1 - t (Titvo qe,: (P-Ie3P1t NE-fa • Li — ZI.curr t�p1 t�C� r."" x /r4f %" ff3 i'ti5 ..... F r... d'. ...c ....^r. "..sr I 1 l l I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 i i i 1 i 1 i i j i ' I I I i l i i I r I j i I i 1 i iIIIItI 1 I I I I1Iti I Iii IIjlj I Ili Ij �I I 2 1 I I II! 1 I I i�I II 1 1 I i i I I !WI WI 1 I .. 1 :G T111. INC,� 9 0 .1 2 4 cJ l7 7 8 9 11! 1� wu�Ew6EM.��wr '� NOT ' 1 ft h e . micrcfiimeo eocument Is less 'CieE r thsn this notice:, it'isV Cue tc.the quality cr;the' °cri¢inel eocur`rent . GE 92 £Z zz 1 ()- 5L 81 GC t St Iil £l et tt 0 L 6 8 L 9 IMInt {'ili!'ni!li ll' in{ I�li n .1 {ini 1111!{ !1i111ii iiiilnll1i :fil11i1 {iliil'iii {nii hill {i��illili{ 1i11u iii { iinl t��{+ iillsi�i iiiilinl{ iliiliiii {iu!li�ii{�iiiilis�!r ►.�iiiiI Y ..= +!' d"- Sr' �GYi19..^ 1. l�✓` Y - .�L�':^S?dJ'i!`,�,i:-3r:,�".+� :.rt+v?�"J..- �'..•v�,.: ?d.L'.:� - `C'8'.%" /.dY:!<:1 t l 1. r 1 I t i t . „ .'1 G , � 1 � w t7° .;�: -'!�� { . , 1,.� , ,�. ,, - - eY5'u�'f,11'°` ' .. yr, s c,:EiUf4.er ";;.t x.'o- .M '�;2✓�.y 4 ,pry, qi siallairommitorio CPI PROJECT 7' THDM D TILE OUTHCENTER S. INDUSTRIAL PARK B �. CORPORATE PROPERTY . INVESTORS CROCINGUIST ARCHITEpT ONE UNION SCRUAFIE BUILDING SUITE 3404 SEATTLEa WASHING ON 913101 12063 82...213610 DU7"C: /n ob: at—GO. _ --`_ sAL. , `6 /2" o<., E:W. F'5.5 16 711S INC.. T 2 o ; 6c: E1G LZ y 5Z fie EZ 0e 9t I I i ! ; ?.Z LZ 6t 9l Lt 1tf! I� 1 11�I11iIIIIIIIIIIIIMIIIIIiIlll!!!!!! illll1I 'I�iilflfillllli' :1111hIIIIII' IIII IIIIl l (I111111111 111hIIIi �III!Ilr!tl� 1111 (�i�1111If!!I +r iii. ::.�'.: �yi.'?'.k.. b, nnYt�h "y�';.»'rY°�"• .• ....r,......�... ..,... - ..,...: 1.) E L VA " :'r.) >/ ` :I .?1 7'fa C — —) ,4 3R1= - : ro e.::; 7' ,�.�,e1/ 1 PI PROJECT 157a2THOMPSON TILE' SDUT CENT R : S. INDUSTRIAL PARK BY CORPORATE PROPERTY INVESTORS AL,FRECI CROONICRUIST ARCHITECTS ONE ANON: SQUARE UARE BUILDING .,_ SEATTLE, WASHING ON 8E101. C12 015) SS airESSI30 .. 111111 11111111111111I 11 1 ,II i11 I I III 111111111 IiIII(I IIII1J'i) 1111111 1111111111111i1lf 1111IIi1111ii 4 NOT If the micrcfilrneu, docurnent is :Tess clear then this notice, it is Cue tc 'the auelity` CT the = orictineI eo cur"nent. • 5t ,I -- et „ „Z1 ..�. ll ,. ..... _ . 8 L 9 5 !~ Z t ww I111IIIIIII1 II 01111l 1 !t I h' I I �it I ( i I I I I ' I lllfl I Il..i I � iN�illillii►lfliiliiillillll Illlt �II11111 .IIIIiIIi�II II. III,. ��1 11111� i�lillllll�I .IIIIIII�IiI�IIiIl11I Il iil.� ... h <= ... .. Y ' °fi :ti x _ . .le t �'•rr rw, .r 3.4�69 : SjxlldY.A h r' :�. lo4.1r `!,• 'M.J ' '�.�t"�f� ri' �!� . I' # � ' �� r !R•w� 4,7 llre>K � T 7C7!I r �G ��" s r n+' "� ° � � + �I �� iF.I ,! w .,.. � � r� ✓' ' Jr �l � K1 �, _..d> ✓•�'Y t pJ � .4'� ▪ � ! �' � ° � ,c..1• Jt+r. ,vt'.s.. tar:. 3">•k .. :Y «......,..,. ......t�...,_ ... �..'*.Y _ ..�; ... .�: t.. ' � � .�.'r 3;.1^ . � _ r ._ V� r o - 1 L,1 1 1 1 11 ` MAtw in 6f MAn, 12 I s' f= Gfi i 'It /✓, a a. F 0 CtT�' 'o: Tt)KW J .L PROJECT NO: , PROJECT 157NTHOMPSON TIL „..c,, , - --- ,,1• WA ,,, „ . 4. k* ISI 1 - SOUTHCEiNITER S IPJOUSTRIAL PAgik ' -. V 4 ' ' • ''''' REVISIONS: R . ., At . 8-23-69 CORPORATE PROPERTY INVESTORS c \ v.). tl...-659 S,./ ss,44/{.41-" 4 4 , 0 , 1mso 44„ A /.216.el ALFRED CROONQUIST ARCIPPIITECTS NED tkittO z- ONE UNION EIGUARS BUILDING SUITE 3404 DATE:11.5 #.0 SEATTLEI NA? SHINGTON 8E1101 ceo636812- - pftal • . :441;ers;-: 41, c$:; E; i; Li.: 111111111111111111111111111,11111 ; 2 / I 7ea:;',d ,) r# c. tiS.._ N11 /^16,7 --f•C..)1A1.6 C:)P /0 (-1 4 oc.. C76 f.E.Z:)) AJO .4-x PUP-L./NS rwsr AL/a"' THOUG-NOCIT E3L LR7\16-TN (SEE 37 t-L L- e .ST ze kr4V.:; I C 42 0 g M PI AN Nor ° . . 1.) 6•1-.6VATic.7iV 7 'E. - 77V rap aP ( e:21rra, aice Pc... ream fe'grErfrAkir: i'-*?Artm a: a I/ r‘Pyr-2 2.) 11.)1z- A ;iv / /ad 6. c9A4M0A1 NA (0, /4e P/4..) 1; -`' /411i, PrIlt.frlfATIOA1 //vra A4-6m63 •s;) 7th-'E' P 1 /1.." e.,UX PlY1 wi (.1AAN pielf.Atti: ra (0 s4 7 1-;‹ 11111111111111111111111111 1 1 1 1 3 , 4 5 6 7 8 i...) 10 11 uNxtic 12 N3T1: If the micrcfilr'ned.eoclinlent isIess deer then this notice, it is cue tc quelityfOT the' eocun 4 (ye EA St LA 91 gt k' Et 21. U OL c. 8 • L 9 G V E.: 2 t vol 0 PIIIIIIihir I ffildlin1411111111hd ,-R.: .i 4A ?;;; .70',. - ,r / ; A. ,, :!,,,I.-:.:' 4,004-Wi P$4,10; — • - - - --. ---" . —1" .51. ,7_ 49_ . ':')•. , .: .5.,•:-'_ ...." 1;tv.0 ' ' k , e- -1 A , Pi9:xy...1-4frieKeiwywF,A43,-,A.0 . '-o-- . , :-....., , ,,i ..j,;'.^-,:le'?-'iS'-' - X5/MPSON G..,6 L..E06-7ZR ey ... 0 „ r ‘ CA. )13 # 5K.E:1"/40 r srieve■F:',x ArrAcHED PC. PA 1 Na k^//1 K e 504:7--(a-maErs 4. Ya : , K' Y4- 2 (.4" s4" WASH / Fin 4 lei' /104/ - - :441;ers;-: 41, c$:; E; i; Li.: 111111111111111111111111111,11111 ; 2 / I 7ea:;',d ,) r# c. tiS.._ N11 /^16,7 --f•C..)1A1.6 C:)P /0 (-1 4 oc.. C76 f.E.Z:)) AJO .4-x PUP-L./NS rwsr AL/a"' THOUG-NOCIT E3L LR7\16-TN (SEE 37 t-L L- e .ST ze kr4V.:; I C 42 0 g M PI AN Nor ° . . 1.) 6•1-.6VATic.7iV 7 'E. - 77V rap aP ( e:21rra, aice Pc... ream fe'grErfrAkir: i'-*?Artm a: a I/ r‘Pyr-2 2.) 11.)1z- A ;iv / /ad 6. c9A4M0A1 NA (0, /4e P/4..) 1; -`' /411i, PrIlt.frlfATIOA1 //vra A4-6m63 •s;) 7th-'E' P 1 /1.." e.,UX PlY1 wi (.1AAN pielf.Atti: ra (0 s4 7 1-;‹ 11111111111111111111111111 1 1 1 1 3 , 4 5 6 7 8 i...) 10 11 uNxtic 12 N3T1: If the micrcfilr'ned.eoclinlent isIess deer then this notice, it is cue tc quelityfOT the' eocun 4 (ye EA St LA 91 gt k' Et 21. U OL c. 8 • L 9 G V E.: 2 t vol 0 PIIIIIIihir I ffildlin1411111111hd ,-R.: .i 4A ?;;; .70',. - ,r / ; A. ,, :!,,,I.-:.:' 4,004-Wi P$4,10; — • - - - --. ---" . —1" .51. ,7_ 49_ . ':')•. , .: .5.,•:-'_ ...." 1;tv.0 ' ' k , e- -1 A , Pi9:xy...1-4frieKeiwywF,A43,-,A.0 . '-o-- . , :-....., , ,,i ..j,;'.^-,:le'?-'iS'-' - X5/MPSON G..,6 L..E06-7ZR ey ... 0 „ r ‘ CA. )13 # 5K.E:1"/40 r srieve■F:',x ArrAcHED PC. PA 1 Na k^//1 K e 504:7--(a-maErs 4. Ya : , K' Y4- 2 (.4" s4" WASH / Fin 4 lei' /104/ 4iOLD 3" CLR. .1 EQ. k 3 4 EQ. 1 PER PLAN P.C. PANEL PER PLAN ----- . , #4 DOWELS PER SECTION A -3 #4 CONT ... SLAB ON GRADE PER FON. PLAN 4 ,„,_,„,„ k • , - iii 0 • . 1 - . . dililitill ' ' • • • f----r 6 ii ;,.--... o #4 x 4'-O" at 24"o/c I , I E I itgi 7 BALANCE, OF INFORMATION , ' PER SECTION ti -3 #4 CONT. .... 1111 PLAN 1 r. g 11111 e ti OLD (1 CLR.) at 16"o/c 3'- 1" . #4 SLAi3 DOWELS at 24"o/c 1/A. Re. PANgc. eixv. 4-0 s - #4 DOWELS at 24"o/c (GRADE 40) / V- 0" RETAINING WALL NOTES :- I)CODE 1985U.9 .C. 2) SOIL NEARING q2506psf, E.F.P.= PICT. cotrr,. 0.35 & PASSIVE 300fic I. '.1) CONCRETE & PEINF. STEECPER GENERAL NOTES ON BOILOT N( 'PLANS. 4) SOILS ENO111EER TO InSPECT ALL FIG. EXCAVATIONS PRIOR TO CASTING rms. 5) VERIFY WAIL AND FOOTING CCNCPETE,HAVE ATTAINED DESIGN STREN6TH POOP. TO BACKFIIIIIII 6) P IFIE IMPORTED FREE4RA O INING BACKILL APPROVED BY THE SOILS ENOINEER. 7) PROVIDE SOIL °VIP Fro. AS'SIIIINN`PRIO); 10 BACKFILLINO WALLS NONE WAN HALF or' . 0.,Ay.!. 0) PIZOODE 112' EXPANSION JOI/IISM STEM br WAIL B 20'-0"oic NAL AU AND At, ALL COPNEOS.ITOZ‘ A HORIZONTAL REINTORCING CLEAR TO THE JOINTS, PROVIDE NO JOINTS IN THE FOOTING. 9) OARS 'V° - HOOK1AIL TO EXTEND' 10 BAPOtA.'11111. AgOYE 10P or Fifi. IIIRU 7X4 KEy. 101RtIAI1IN6 WALL WAS 11010E516HE° FOR 1RUCK IMPACT. = 1 PER PLAN 1 --#4 CONT.__H 1/2" PLYWOOD w/ 10d co NAILS 0 4" o/c ,9 PANEL EDGES 12"o/c INTERMEDIATE SUPPORTS. (BLOCK ALL EDGES) SECTION MAXIMUM SPACING & , LOCATION PER FDN. PLAN MAXIMUM SPACING & LOCATION PER FDN. PLAN SHRINKAGE JOINT SLAB ON GRADE PER FDN. PLAN = Oil •-#5 CONT. 1/2"p x 3'-'70" PLAIN BAR 0 24"o/c CUT ONE .END 'W/O FLARE & GREASE "SAME END -PER PLAN VERIFY w/ DOCK LEVELER MFR. . --ov....____ ap 1 4 x 4 x 1/4" w/ #3 x 1 \ at 24"o/c & 6" FROM EA. END--\ 0 0" TYP.) 1 (ALL AROUND EACH LEVELER, 0 16 1 2 P.C. PANEL k4 SLOPE 1 3 x 3 x 1/4 x O'-5" SECTION ------ #4 0 16"o/c EA. WAY — #4 DOWELS at 24"o/c PER SECT. A -3 (HDOK SIDEWAYS) NOTE: .. VERIFY ALL DIMENSIONS w/ DOCK L EVE LER MFR. 4" GROUT 3/4" .......... . • CLOSURE STRIPJOINT C.S #4 CONT. SLAB ON GRADE CONT. FiG.— IIIIIIIIIIIIIIIIIIIIIIIIIII1111filltijilliitl[1111VIIIIIIIIIIIIITIITLITIIIIIIIIIIIIIII I /!.._ ___ e? _.........,. 7 ...._ .....8 r NOT 7.: If the.micrcfilined document is less clear then this ...., • ,.. . notice, it is Cue to 'the auelity or ,the otivint dOCument. ze SZ s7Z c e i OZ Cot 9 41. 91 St •t Et ZI It oL 6 jIT lfij1 ! eAtirce ' • ' 9 1() 11 MA�t IN6rUAPII 12 SIZE & REINF. PER PLAN & SCHEDULE SECTION 3/4"=1 1 0" bE'' l'-t:- i l'-e>" of/ 4- s/ x 1 ( ca" r 1: -- I (PER PLAN) DATE: /0,09 it' 3.0 35. 0 PROJECT NO: ocPats REVISIONS: 1". A\ ;O P.C. PANEL BEYOND SECTION 5 x ALL- S' .)<.p TO aARTH TO HAV S coA ASPHAL-T 4-'- 0 sor • WAY CPI PRCLJECT 157TEgilOMPSON TILE StaLITHCENTER Sr INE3USTAIIAL. PARK BY CORPORATE PROPERTY 'INVESTORS ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON aS1D1 CEOS)1382-28130 tvrtl V\P 6 1923 PA.tta4rit:LN'thi • • , . •■••••••••••.- ... • . • .• a • 4iOLD 3" CLR. .1 EQ. k 3 4 EQ. 1 PER PLAN P.C. PANEL PER PLAN ----- . , #4 DOWELS PER SECTION A -3 #4 CONT ... SLAB ON GRADE PER FON. PLAN 4 ,„,_,„,„ k • , - iii 0 • . 1 - . . dililitill ' ' • • • f----r 6 ii ;,.--... o #4 x 4'-O" at 24"o/c I , I E I itgi 7 BALANCE, OF INFORMATION , ' PER SECTION ti -3 #4 CONT. .... 1111 PLAN 1 r. g 11111 e ti OLD (1 CLR.) at 16"o/c 3'- 1" . #4 SLAi3 DOWELS at 24"o/c 1/A. Re. PANgc. eixv. 4-0 s - #4 DOWELS at 24"o/c (GRADE 40) / V- 0" RETAINING WALL NOTES :- I)CODE 1985U.9 .C. 2) SOIL NEARING q2506psf, E.F.P.= PICT. cotrr,. 0.35 & PASSIVE 300fic I. '.1) CONCRETE & PEINF. STEECPER GENERAL NOTES ON BOILOT N( 'PLANS. 4) SOILS ENO111EER TO InSPECT ALL FIG. EXCAVATIONS PRIOR TO CASTING rms. 5) VERIFY WAIL AND FOOTING CCNCPETE,HAVE ATTAINED DESIGN STREN6TH POOP. TO BACKFIIIIIII 6) P IFIE IMPORTED FREE4RA O INING BACKILL APPROVED BY THE SOILS ENOINEER. 7) PROVIDE SOIL °VIP Fro. AS'SIIIINN`PRIO); 10 BACKFILLINO WALLS NONE WAN HALF or' . 0.,Ay.!. 0) PIZOODE 112' EXPANSION JOI/IISM STEM br WAIL B 20'-0"oic NAL AU AND At, ALL COPNEOS.ITOZ‘ A HORIZONTAL REINTORCING CLEAR TO THE JOINTS, PROVIDE NO JOINTS IN THE FOOTING. 9) OARS 'V° - HOOK1AIL TO EXTEND' 10 BAPOtA.'11111. AgOYE 10P or Fifi. IIIRU 7X4 KEy. 101RtIAI1IN6 WALL WAS 11010E516HE° FOR 1RUCK IMPACT. = 1 PER PLAN 1 --#4 CONT.__H 1/2" PLYWOOD w/ 10d co NAILS 0 4" o/c ,9 PANEL EDGES 12"o/c INTERMEDIATE SUPPORTS. (BLOCK ALL EDGES) SECTION MAXIMUM SPACING & , LOCATION PER FDN. PLAN MAXIMUM SPACING & LOCATION PER FDN. PLAN SHRINKAGE JOINT SLAB ON GRADE PER FDN. PLAN = Oil •-#5 CONT. 1/2"p x 3'-'70" PLAIN BAR 0 24"o/c CUT ONE .END 'W/O FLARE & GREASE "SAME END -PER PLAN VERIFY w/ DOCK LEVELER MFR. . --ov....____ ap 1 4 x 4 x 1/4" w/ #3 x 1 \ at 24"o/c & 6" FROM EA. END--\ 0 0" TYP.) 1 (ALL AROUND EACH LEVELER, 0 16 1 2 P.C. PANEL k4 SLOPE 1 3 x 3 x 1/4 x O'-5" SECTION ------ #4 0 16"o/c EA. WAY — #4 DOWELS at 24"o/c PER SECT. A -3 (HDOK SIDEWAYS) NOTE: .. VERIFY ALL DIMENSIONS w/ DOCK L EVE LER MFR. 4" GROUT 3/4" .......... . • CLOSURE STRIPJOINT C.S #4 CONT. SLAB ON GRADE CONT. FiG.— IIIIIIIIIIIIIIIIIIIIIIIIIII1111filltijilliitl[1111VIIIIIIIIIIIIITIITLITIIIIIIIIIIIIIII I /!.._ ___ e? _.........,. 7 ...._ .....8 r NOT 7.: If the.micrcfilined document is less clear then this ...., • ,.. . notice, it is Cue to 'the auelity or ,the otivint dOCument. ze SZ s7Z c e i OZ Cot 9 41. 91 St •t Et ZI It oL 6 jIT lfij1 ! eAtirce ' • ' 9 1() 11 MA�t IN6rUAPII 12 SIZE & REINF. PER PLAN & SCHEDULE SECTION 3/4"=1 1 0" bE'' l'-t:- i l'-e>" of/ 4- s/ x 1 ( ca" r 1: -- I (PER PLAN) DATE: /0,09 it' 3.0 35. 0 PROJECT NO: ocPats REVISIONS: 1". A\ ;O P.C. PANEL BEYOND SECTION 5 x ALL- S' .)<.p TO aARTH TO HAV S coA ASPHAL-T 4-'- 0 sor • WAY CPI PRCLJECT 157TEgilOMPSON TILE StaLITHCENTER Sr INE3USTAIIAL. PARK BY CORPORATE PROPERTY 'INVESTORS ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON aS1D1 CEOS)1382-28130 tvrtl V\P 6 1923 PA.tta4rit:LN'thi sR eos ER PLAN J 1/4 1 P.C. PANEL PER PLAN GL8 PER PLAN , 3/8" EA SIDE 9 - . 1j�$" • BOLTS. TOP ROW 1N SHORT 'JE T. SLOTTED . HOLES) 1/2" BRG, Ft, GL8 PER PLAN 1/2" MAX. ff--- BOUNDARY NAIUNG PER ROOF PLYWOOD SCHEDULE GLB PER PLAP4 P.C. ' PILASTER PER PLAN • 4 x 6 LEDGER w/ -- 3/4 "0 PARABOLTS _ at 32 "o.c- RC. N 'L ---� '-0" 1( x 1'-O" w/ 2 -. . VER x2' -0 "AT 4' GA. do 2 -- 5 , ORIZ. at 7" GA. NOTE; WHERE ' i SW T OCCO RS e PNL. JT• U SE HoR►z. PER SECT ADD (WC,- F. J /•: z r WELD AROUND -- - SE CT. F- 4A SIMPSON , LTT20 at�- 0 "o.c. II ='- — -a w d 1 7 1 Od NAILS 3 'PA Lr(71E D PAN LOt PER Li SEG.T F -4A - NO RARAP 1-I A t..: C.7 STg 1 N CO r==F. 5 ■ F; = 4A. TOP Fe ATTAC-H 5 ..)e..)/.1 ST t 8 4'- 0'' 0 c. v ' l / 5 - " .1 S4; [PER PLANT ....._`. ' NI A t to S A i 1 1/4 ' 1 i TOE 2 . _..-. cks PER PLAN in PE 1" .x 1'-2" : WIDE ' w 4 X1 /8" 0 A307 BOL at 11 "GA. HORIZ. 3/8" STIFFENER Ft's EA. SIDE at 5 "GA. 3/8" R.V EA SIDE O• WEB w/ 3/4 "01 ERECTION BOLT %8 17 - --- PLASTER PER ARCH. TD 1 A/ STUD 77ACK P..AME e2 EMBED PER SECT. A —4 14 - T.S. COL PER F•DN. PLAN L 3 X 3 k }/, -" /_/ i x w 2.= = 4 "O8oL75 Em8 D g" N1IN. T. 5 tt x,2 , f44 DRAG STRUT PER ROOF PLAN 2;'ROWS ,10d NAILS ; at 4 "0% FULL LENGTH `OF BEAM, TYP. 0 0 o0 =0I) DATE 7 •Z* O'ER PLAN> — SIMPSON ''HD20A EA. SIDE OF EA. 6 /4 GLB (8 TOTAL PER CONN.) N OTE at M • --4A UE 3 = =HD20A A. SIDE EA FACE (TOTAL 12) LZ SZ CZ LZ iw! IIHhlil�!W h! Il�ll Il �ii� 'iIII!Illlil�►,tl!II!IIIIIi►I I F • . 1 + Y .J.. 0 � ' . r'•.,,.- ..l�a, ;rr: A r t.7Ui_ r.� � `• Y •:.�� fir. � ,j 3 ? �'}dr a" a ,.�X !�•�� ¢r ni'•tay , ?`'' 4>`1 rs. ea 1/4" EA. SIDE rpER PLAN SUPPORTED UNE o P.C. f `- PNL. BEYOND GL.B DRAG STRUT PER ROOF PLAN EMBED PER SECT. A -4 KERF R 3/6" x 1' - 0" x 1' -1/2" w/ 1 ' SD ATTA PRI TO PLACING GLB ON GRID 3/4"1'-0" 4 - y4" 0 A.. L ( T S e. .� PuI L rnI (L.0 C,.A+,-r THt:.)S) ADD 1 6 /4" ' c A et 01.- ,, Zl - 0" oc.. 1!`1T'ERt- MAT . - •_7 4" r,',rl.) / PER PLAN GLB PER ROOF PLAN 3/MR.StfY S7'iB IN/ /'el //V7 0 're,i'i f 4 x SECTI CN tar MINIM NOT`': If the'rnicrcflimed document is less clear "then ' 'this notice, it is cue "to-the 4uaiity cr., the oripinel c'ocument. L o 61 ._,. L 9t Sl .- +il .._,..-- b , zL ,..... ".r ° X 01 6 g L 1 � i l �I,, , 1. I ,, < II I s ,i I I ! 1 I!Oil !(!(!1111 IIli�llll IIII��,II lIII�III, �.I�iil! �Illlllll IN:.Illl�lllnl III! 1!1!111!1 IIIIIUliIIIiI�IIlI IIlI ' IiI�!IIII 'llll1!!! f t 1 e .P �i.�}, s ,�.. q .. •., r' }7 .0:),,: ;1 f "t� iv 'rx..r4t, —. .� i. f'. YF'' °yr'S✓"•, : r 1 ' • 44f7' �� c re.r " '4e ,5'' f+ 1 ._. ?.._..� .,� "N_ .- � :'Cx Jw AJ�. i�^; A�.;✓ �� (.";ro::t•.,. . .r«4.. ... ` "-. 4" 1 '�° -- SIMPSON °HHF37 'HANGER t 1 I If ! 11111 il 1l1l (III1I I1,ji1l I1lil'I iIlll1l i1lli II III! 1111110 illlil ...... II - . - - ll+ LLi1il'iiilLf'il1;'') i L+ L1 `` i I il11 lh I1!ili11I I!LI1 2 `� % 5 �7 7 8 y 9 S h C Z L ww lll liiill! IIIIIIIIII{ IiiUIII IIIIII !!!f!!!l1Iili e 4 x 6 D.F #1 w 3 /4"0 BOLTS (CTSK 3/4" MAX.) at 24 "o /c STAGGERED MAX. Hr•1, L'.'. YreG ;d„ " . t a,�rM ': v. . .::.r x SIMPSON . MTT288 w/ 24 -16d NAILS at 8'- 0 "o.c. 3/4 - r -�-- STIFFENER PER PLAN f1QTE . DO NOYATTAC-1 Sar CHORD UNTIL- DEAD D IS 4PPLE1 1/2" PLYWOOD, TYP. 4 x LEDGER PER PLAN w/ 3/4 "Z A. 5c4.T:a P De PER PANEL OR e'' :', P.C. .. . 10d 0 4 "QQ. Sa 0 - 4. PROJECT NO: REVISIONS: 8 - I I 89 8 -23.t 1D 0"'} ! 2 . /g. (5q PER PLAN 1/2" F[, TO BE WELDED UNDER STEEL BM. BOT. FLANGE - SECTION MC'CNAN$ L .F?ER SECT. C2.- 4 GTOR 1307 ) NOTE: FRAMING NOT 51-1014N FOR CLARITY - R 12 x 1/2x2'- -2 "w/ 6-#7 HORIZ. at „4 "GA. VERT. do 6 - 5 /6"16 .x 3" LONG W.H.S. at 3" GA. PI PROJECT ' 7eT D TILE SOUTIHCENTER S . INDU TRIAL PARK B CD P IRATE PPDIPERTY INVESTORS ALFRED CROCINQUIST ARCHITECTS ONE UNION SQUARE BUILDING ; , SUITE ` 3404 SEATTLE, WASHINGTON 8E001 C Q613 B92 -2$' 3O • r . f - t .,. s s • LIAR fJ 6 13y 0 PEH�II7:CEWTER SHEET NO: „, .01rrruaa, NOTE:.. BAL. OF 'DTLS. PER SECT.` G 5 T.S. COL. PER PLAN' SIM. 16 " / SECTION SECTION N NOTE: PROVIDE STL Si DS 20HDS600 at 12 "0% I (NET AREA = .282 Ix = 1.652, Sx = .540, Rx = 2,212) FOR FULL HEIGHT WALL -.GLB. PER PLAN at ` 16 "o /c 3/4 (St(JRD 1- FLOOR) T.; G. PLYWOOD GLUED TO TRUSSES w/ AN APA APPROVED GLUE 6 EDGER . :;:, ... q - x 6:, LEDGER -- BACK le. 9 x `1/2 x 12" , 12' RIM JOIST 3/4'' -- 2 x 14 2 x 14 E -5A 3/4" = NOTES: 'BOTTOM OF PLYWOOD ELEVATION IS 13' -5/4” ABOVE 'REF. DATUM `(0'-=0 "). 2.) . COLUMNS ' NOTEO THUS: NIN ARE TWO STORIES HIGH. , ° ; O 4 h % - 1 . . / . 2 A 0 , • •r' r ?hr- k.t► -ri l• 1 PER PLAft ,) b 4 x22 1 /2 ( +1 / 4 ") 1/8" 1' R' PLAN,] SECTION P . , SIMPSON GLT5 '5 x, 12 `,� (+1/4") DOUBLE ' 2 x 12 ' 5/8,,x .12 ( + 4) 4 'x 6, LEDGER x SECTION . .4 X '1f 2 (+ 1/8 ") SIMPSON HGLT7 - SIMPSON HD7A , . J HOLDOWN (2 TOTAL) 5%8 x`19/2 ( +1/2. ") 2 ROWS 10d COM. at" 4, "o /c EA. ROW (STAGGERED) MAX. ' 4 x:21 (+1/2") 8 -5A x 6 0t 24 "a/c 5y8 x 12 GLB. - 5y8 " x 12 GLB -- 5 x 12 GLB. 3/4' - ye Le y.: Se, Il VIII! !IIII!I!illllllll''iiill!II!i'� 2 x at 24 "o /c W /SIMPSON FN 28 NOTE: PROVIDE PLYWOOD SHIMS FOR. GLB'S -0F,•, , DIFFERENT WIDTH. .. ---• 5/8" BRG. R �S4 " "Nyuy 4.1 �1> r 5 , x 3 x 3/8 LEDGER . w/ 3/4"0 PARABOLTS at 16 "o /c at EA. TRUSS. TYP. NOTE: PROVIDE (2) PARABOLTS at 9 ".o//c at DOUBLE TRUSS (SEE PLAN) M C 12 x 35' x w/ #5 x WELDED IN HOLES THRU FLANGES at 6 "GA. TRUSS Mr`R. TO DESIGN TRUSSES FOR 350 LEIS. AXIAL LOAD /TRUSS IN COMBINATION w/ FLR. DEAD LOAD & LIVE LOAD. BACK P 8 x x 6 at 24''0' PER PLAN GIB. PER PLAN 2 x FRAMING PER PLAN --- TJLX PER PLAN at 16 "o /c ` 2 x BLUI��G. ,BTWN. TRUSSES w/ ,1 --h /2 "G CARRIAGE BOLTS a 16 "o /c P.C. PNL. PER ELEVS. SECTION 1%4 V P.C. PNL. PER ELEVS. = 1'--.0" at PS STRAP .; LSTA36 SIMPSON " UNDER PLYWOOD i JLX PER PLAN 3/4 = 1OTE :. CON!. TO STL. 8M: PER SECT.' - G 5 —2 ROWS 10d COM. at '.4 "a /c ` EA. ROW (STAGGERED) , 2 A(o e tie o/c. CON T. 5 x 12 . GLB. � PEP w/ - SIMPSON AN HOLDOWNS ` PL 3/4" V--0" :::n ' s'�; :; 7.Y '.,3. �.•.&+ .., ; vil..br.7.;�%��J.Lh+a�t:` „^�. ' PNL. PER ELEVS. -#5 x 3'-0” HOLD TIGHT TO #5 V.-. - 1/4' ' ` SIDE �. EA. SIDE w 2 -3/4"0 BOLTS 1 ( llJl I I I Ii 1 I 1111 111111 1 ICI ICI I I I ICI Iii Iii ICI i�l l�l I(I Iii it iii {({ ICI I(I 1�1 I11 1( ill 1 1 1 1 1 . 1 1 IIilll1 1 1 1 1 3 4 5 7 _ _ .8 9 1l 10 1 MAOf R I GFPI NOT . :` If the; micrcfiirneo c'ocu ment is Tess clear then this 1 ' :. notice, it is iue ta the quality r 'the -bri lnel eocument. 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IIlslii!!1!I!II!!!!lI!Ii1ii111 6 x 4 = x 1/2 x 1' ` 6" L.L.V. w/ 3 5 x 2' -O" V. at 6 "GA. & 2 -1/2"0 x 4" W.H.S. at 10 "GA. SECTION 10d at 4 "o /c SIMPSON LTT2OB at 48 "o " /c W/ 3/4'0 PARABOLT (EMBED 4 MIN.) 4" x 22GA. CONT. STRAP at 46 "o/c UNDER PLYWOOD w/ "10d NAILS AS SHOWN THRU PLYWOOD & STRAP & INTO 8IXG. EACH Si6E TO END '1 / 1/4 REINF.. . ELEVS. at GLB. E L PER PN �-- SECTI OI V 'NOTE: REMAINDER OF DTLS. PER SECT. •j -5 SECTION MAX. 3 4" BRG at 5 GLB'S 1/2" 9RG. it of 3 1 /8 "'GLB'S GLB. w/ 2 - •3/416 "M.B.'S. 6" at 5/8" GLB'S 8„ at 3 , GLB'S nerdi — 3/4"0 BOLT at TOP OF 13 6" x 2" VERTICALLY SLOTTED HOLE END la 1/2 x 4' x 1'- 3" 3/4." -- 2 x 4 FLAT BLKG. NOTE: PROVIDE x 4 x 3/4. x 0'-8" L.L.V.) WHERE FLR. ()ISIS ALIGN ON T.S. COL. TYP. --= It'. 4 x 3/8' = -� 2 --2,x,14 CON T. RIM JOIST (SEE PLAN) '-- 2 x''6 at 24 "a /c ALIGN ,at FLOOR JOISTS, TYP. 2 ROWS 10d COM. at 4 "o/ ; EA. ROW STAGGERED --� 1,/2",_ PLYWOOD NAILED ED w/ 10d COM. at.,• "o /c ot ALL PNL. EDGES. &:'12 "0% (BLOCK - NOTES: 4" x 22GA. STRAP UNDER PLYWOOD w/ 18 -10d EA. END 2 ROWS 10d'at;6 "o c) RU PLYWOOD STRAP (3c INTO FLOOR TRUSSES army STL. BM. OR GLB. PER PLAN 6 "o /c ! 6 "o/c vr," ,= . r.,; irr4'�S.rT+1�..'' +nT,.+:.!lc:;. SECTI O 10d COMMON at CON T. 1bd COMMON ; at OTHER PANEL EDGES PANEL EDGES 6 "o /c 6•o /c SECTION M. 4 "o /. STAGGERED NC)TE: STL. " BM. OCCURS INSTEAD OF GLB at SECT. G. •=5.1 PROVIDE CONN. IP 4 x 3/8, x 12" - ot EA. SIDE OF T.S. COL. 1O " o /c 10 "4 /c 10d COMMON at INTERMEDIATE ' SUPPORTS 2: NpIL5p� ALl�l3f' DRIVEN 'COMMON (.143 "�d > 2y4" MIN. LENGTH. ) • SMALL NOT FRACTURE YtiE PLYWOOD SURF4GE. 3.) A r BUILDING PERIME i CR PROVIDE 2 ROWS 1Od COMMON at 4 "o /r EACH-! ROW (STAGGERED) NOTE: PROVIDE $ ; x 'f /2 x 8" BACK, "at °:GRID ONLY. It • 2 - 2'x CONT. RIM JOIST 1 PROJECT #157NoTHOIVIPSON TILE SOUTHCENTER S. INDUSTRIAL -PARK BY CORPORATE PROPERTY I O 4 DATE: 2. -1 -60 AL FRED CROC304113UIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 981 . C206)682-26 = 0 BUIL0IN DIVISION MAR 0 6 120 _ 4 " .0 ; " aB edY 4i' Lr'Cfr'46u'`, 2 x 6 at 24" c WOOD FRAMING at TOP . RF Cam, ((REFER TO ARCH. DRAWINGS FOR FINISH OF EXTERIOR at INTERIOR WALLS.) --�� GLB. PER PLAN PER PLAN SECTION E 3 'e = 1, -o' EM era MC12 x 35 x 0I-11" w/ 2 —#5 x 3'-0" at 6 "GA. THRU FLANGES & 2 — #6 x 3' -G:: H. SIMPSON HOEDOWN PER PLAN - .;':. 1' k' a.vk 3/4" = 1'- 0" I ►I1i1!lIIl�l�l�i( �I►�i!iii 14 TIM INC., 7 111! lilllil !ILI!IIIIIIIIIIIIIIIIIII!II IIIII I!!II I1I!IIIIIII!II 1 11 II! IIIIII i iliwllll iil! wiiiillilptipilllii !IIIIillillIIIII;II1I ': _ 4 5 6 7 8 9 1 n 11 wan iel FPNUN+ 12 NiT - EE:' If t'he _ 'rnicrcfilmed. document is less clear ,then this notice, it is cue ut;: .. . the 'quality of the oririnei document. 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PER SC PLAN HED PLYWOOD PER PLAN 2 x 6' at 24 "a /c DATE: /2. r/ CPI PROJECT1 571 T HDMP O 'TILE SC1UTHCENTER Ss INDUSTRIAL PARK BY RPD ATE PROPERTY INNIESTORS ALFRED CROONQUST ARCIfilITECTS pima L SGLIA.PIE E3UILDIN 3 SUITE 3404 x E AT T L Ea WASHING ON SE 01 slrec m l IE3T -aelso JOIST PER PLAN 3 / 4 " ` 1 .--0" CRIPPLE S TUDS F OR GLB. SUPPORT. SEE SECT. E ..- PROJECT NO: $Soo & [PER PLAN] T.S. COL. 1/2" BRG. PER FDN. PLAN ij fi P�RMlT CENTER BU1LL ?I!`.IG DIVISl Rai/VI'. Pe 4-- .. (. 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INDUSTRIAL PARK BY CORPORATE PROPERTY INVESTORS ALFRED CROCINGUIST ARCHITECTS ONE UNION SQUARE BUILDING EU TE `' 3434 SEATTLE, WASHINGTON 88101 CS20533013 ..2080 rrc ,. = , ,_, cf (V ' r� A <Z7'-.9" 0;00 l e < 2.7 '-- > naOF l.1/`1 a k 4 ' C/ .P.) 807., - r a p (: 'f r10 POW; "�.� ,O// Cr*". ,i,Ma) t � e G3G!i7; =&V'2.",`l /'J' #4 Gd /4 - VOR 1: ',l' ,1 /Colfo6, HORI Z. 2 Fj' .:: Cr'F u./4.0.) Rey r , Pg6' v„T Z ' C21 4 -3 "r/6 ; V I ! ' 4 t -0 R-6MA I Ai Pe Ral/VP. F'Z lF'. rte N\ 8 °G IN/ 7de 4 l ear. g VEftTe R l /.l Fit " ` I owl e p 1 — r4 A �Mitl� 2�� ©• IM3gc P L 1 — ; -.4.A rep ;41- el- A ' P P ' e ?. A frO7F L-11.-1g /Y /el d /� � 1 . as 0 -#6 (le.) r T YP. r,v ?' . • _ 5/R 1111111111111 "I11/1111111111111111/1111111111111111111 1611";"*' t.. Z 44 7 /-10R / L. (,71 LjY 1!111!111111111{ 1 11 1 1111 I + 1 1 1111 1 1 1111(111 1 1 1111111111 11111111111111111111111111111111111111111111111111111 1111 4 5 8 IAApf IN "Il.NY 12 r - . to the Qtalit leer then this NAT .' If it is the „ mlcrcfilmcd t'oc� n Crthe arioin? notice cue 'to I eocurnent.. I i S £: I Z 7L , Z; l o (,I 8I Gi 91 SII h! CI ( L U OI, 6 8 L 9 < ; 11 L l v U lllil� !I!iilillllilllllil111!lllili1f i f, Whil l lWIIIIIIIII1 1 1 1l1 ■111 1 q1 0 l' 1llllfi rdliiilll!1lfdilll111,l�111 111! I► Iliillflll llllthil hil'll If III 1 I II IIl1 1 i l ( ; 1 1 +1 ', ' I x;' 1 .,_ . , ,^ „ . 2... ,... . ” I i�. 11lII (1.1 Ill!If 1.11111111111111. Ii ll III�II ,ll,l ,,,, ,,,,,l�ilil llllll11111111111111111 �t�l�II11��1lIII� ';'✓. 4 .> ;.f„,N :'t • .;' :✓h 'Y r ,. "A/ , a... .. . . . +'r•... ? F ". A ..t P' J` — i .� Ra. r '.4"'. v r;^ y +, . ,,. . ' . .r '' "x 'r„�'• ' 3., x..,. T` /` 6 .: .:.." •!w' `::�,' ' f ^ , y r, - a - r< ., 4..•. •� �.. f... `" ` v a .r gg .{off .. t • a r , r^ {, ..��'�.,e:'' . . ,r✓ ( r '� /, ' ' � M .,. . t; • : sV y ' rF r: .., i7� ::".0 Y ! f� ieG!'' ::i. Y yr n7"j y ;•.,✓ ,.�n. e�= '.e•it � , is .,. .. N!'!,'� y,, � ,rC. . r` �': 3 • r T .:: , .� , rw a � r_�r �,r p;'�'+i�"'}..,T :_.�,✓ -c. .zy eaG : -nr.; ^•,1`Y;feir. ,:r:c- .3'.C�.,t:�+.*a� . .^ �' t�,i' < ; /'' •:. .l' . ,C J ^ ,f ., • i+• "i .�Y{, J!1 { , "F:sit ':�Y' :t �n?r..�y.• �'#+ I 7� y �•' 6 7y,.3^t, t !I f Fiu y st� y. �'.�+t�,�°v" �y r - [��!' ` iGr:'.:, +� .., r .�t...+s"r. r 's. ..•_ ..i5 �� wr, '= "....c �,�:r."_.'...:� ...•. ' ...�,f:,er•JS �.�F. � �...V,i !�•_'�'ytti'. 8 . 5 V..< T. (4• ^) = 6/2 7 4/A4- Eno PROJECT NO: REVISIONS: 8-11-8c1 2. 23- /y1 ' - DATE: 1, lJ . R i / ' CPI PROJECT 157-THC3IVIPSOIN TILE - §OUTHCENTER S. INDUSTRIAL PARK B CDRP RATE PROPERTY INVESTORS ALFRED CROCINGUIST A CHr E TS ONE UNION BQUAPIE BUILDING SUITE 3404 SEATTLE, WASIIINIQ'""QN 98101 »,'t 7€ Pik 3i lu l 3l I .. r:7r•�!'Fn) CITY; _' ,., A MP- 0 6 :333 FEF MIT CENTER 1 • • • r oin•Nr. AC. T. CONC. CPT. EXP. FIN. F,F. H.M. HR. MAT. MIN. PLANS. PR. PT. RUM S&V S.VIN. tiVO. VW. V.P. U.N.O. -ert.somrto• • FRAME E TA: LEI t-so. IRAh5li e \../Af--01404/51 PR mAsuillo42. OM FINISH SCHEDULE r--11-6 19T 1,0Lte k.•1.1-1, 'rot LAT re::1 v l"T, -- 0411' 1 14 — - 41 vt rr qw0 v v CPI PROJECT 157THOIVIC TILE SOUTHCENTER S. INOUtiTRIA.L PARK BY CORPORATE PROPERTY INVESTORS -1 1 I understand that the Plan Check approvr7i7; •;tibl(?ct to errors and omissions and apnroval 1)1srnS (j)t fl() z of cA)y; adopted codb...: :1 of von- Iroctor's copy cf a pprov :AA/ledge& .rowtonelormonont GENERAL NOTES *‘ 1. General Contractor shall verify all dimensions and building conditions before commencing work. 2. General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. 3. Chamfer all corners on exposed concrete walls. 4. A11 work shall conform with applicable codes and regulations. 5. See mechanical shop drawings for location and si for mechanical equipment. Ventilation per that1985 Code. 6. Chemical fire extinguishers N.I.C. (Not In Contract). 7. All stud walls and 44.r.t.i,t4lis rred spaces, shall be fire fiLeaj stopped per code. pmp 41e4, 11,61(04f) As 8. General Contractor shall furnish and install approved protective pipe guards around P.I. valves, Fire Department connections, electrical transformers and gas meters. , 9. All doors, including exits, shall be marked per OSHA standards. 10. Exit door hardware shall conform to U.B.C. SeCtion 3303(C). 11. Complete fire alarms, hose stations, iprinklers and extinguisher layouts shall be submitted per separate permit and aPproval of Washington Survey and Rating Bureau, Factory Mutual, and the governing Fire Department. Fire lanes, hydrant locations and protective devices shall be submitted concurrently for required *roves. 12. Mechanical and electriCal systems, inclUding exterior surface and sub- grade improvements shall be Submitted for separate permit. 13. Underside of roof structure to remain exposed until moisture content of roof structure material reaches 13% or less. ABE3REVATIONS ACOUSTICAL CEILING TILE CONCRETE CARPET EXPOSED CONSTRUCTION FINISH FACTORY FINISH GYPSUM WALL BOARD HOLLOW METAL HOUR MATERIAL MINUTE PLASTIC LAMINATE PAIR PAINT RUBBER STEEL TROWEL STAIN & VARNISH SHEET VINYL WOOD VINYL VISION PANEL UNLESS NOTED OTHERWISE DOOR TYPES At......sommuldostoutawrto.oftornmowl WA / 1' rVI 11-1•501 A65 CLA. CYL. CUM. ENT. EXIT PAS. STD. OFF. ALUM. 6 '?1 ' • f roof openings iform Building CLASSROOM LC3CKSET CYLINDER LOCK DUMMY TRIM (SINGLE) ENTRANCE LDCKSET EXIT LATCHSET PASSAGE LATCHSET PRIVACY LOCKSET STORAGE LDCKSET OFFICE LOCKSET ALUMINUM Ceitrn.-" vrrg_ipier (§) ‘?it)P 4 .141...MMI011 , •1 .1 ‘ -- `-'-'-- It,1111,4.4110t.JAL. 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'?' , r. •.... �F...iF. .e,... :. �, .. � i+i..r,.�.. ��' «,.. ._ aBFll°j 4:a,.�...rs... �.. f r....L 46:�S ..r. �5. '.��1' PERMIT CENTER MAR 2 2 1990 ' If lllf Illf lllf lllllllf lllf lllf �l)f lIIIII!III!'�III�III�IIIf ll!' III ! I( �I II �I�I�III (III�II((111�III�111(II1� 11( 1111111IIIIIEIII I!111111I 1111 1l 11111IIILIII . ! . 1IL!`1111I! . IIILI11i11111 0 1G "1" NC" 1 - 2 3 .. 4 5 6 7 8 9 1 0 1 1 MADE IN GERMAN f 2 £3 L 9 S +7 C Z t ::w U 1!!111111I If ( IIIIIIIII IIIIIIIII ! I III {III IIIIIIIII III 1! III I I I !II I I 1111111 1111 I III 1!I I OGNQUI ST:2RCHI TEi; T P.3 /4 ILOING' DIVISIO MAR 23 '90 14:59 ALFRED_CROONQU_ISF_ARCHITECTS RECEj En CIT'f OF 7ItA .-c=74 • t ` MAR 2 3140 PERMIT C R��` PERMI watt! • I t O i 44 .=._.,_,=:4 i l P.2 /2 N N a. 1 4 6 1 4,1.64:7 . 0/wettl2 etT0 • t LlvTegkt, 1?-,A611-1-Co Pg- t%1 - - M-L' 7 TillOct • • cf) cr) ("4 Ca.! 111111111111111111111111111111111111111111111111111111111111111 I I 1 1 1 1 1 1 II 1 1 1 p 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 ii T i ii)ir. 1 "-r i -rii - i l i cr i ( I ' 1 i 111111 I 1 11 11 11111111 111111111111111111 2 3 — , - 4 5 6 7 8 9 • r NOT If the rnicrcfilmed document is less clear than this roticc, it is cue to the Cuality cr the cririnel docun ,... _ 0C he 8 /2 9e, 96 +IL CE ZZ Lc () bl 8 LL 9L GL IA CL Z1, LL 01, 6 8 1 o 11 MADE IN tiFHMANY 12 t.: "Vi u hTIluJhtIIImIIuuh !pi II II) ip HI I milim int loll 1!) 1 0 ill !dim P. I. • Pe" • +1 0 J. • 1 I • . ; -E RECEIVED CITY OF TUKWILA T CENTER CITY OF TUKWILA APPROVED JUN 6 199 BUILDING DIVISION 13..F.Trr1 OKI i46%utz. ri IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 2 3 4 6 7 8 9 10 11 MADE IN 6FPMLNI 12 r NOT - E: If the rnicrcfilmed Cocument is less clear then this Z ZZ 6l el LA 9! SL el 0 1, . c,s, notice, it is cue to the cuality cf the cric Cocunfe E f WIl 1111111111IIIIIIIIIIIIIIIIIII - PROJECT NO: 10'25 TH°1 \1 1 12(2 t 4 1 FIAMIvit 5TEPRAts - 1'4 SHEET NO: F- i 07 ' „., \A. Ci?0,.., ( c.'r.suto/ - t i•-- A ° '. AN ieir :. . ize‘.;: ,,jye ., 1 nZ'‘ ‘ REV510N5: ALFRED CROONOLIIST ARCHITECTS ONE UNION SQUARE SUMMING SUITE 3404 SEATTLE, WASHINGTON 9810'1 (200)682-2690 °An 5 / 15 /1 0 +1 0 J. • 1 I • . ; -E RECEIVED CITY OF TUKWILA T CENTER CITY OF TUKWILA APPROVED JUN 6 199 BUILDING DIVISION 13..F.Trr1 OKI i46%utz. ri IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 2 3 4 6 7 8 9 10 11 MADE IN 6FPMLNI 12 r NOT - E: If the rnicrcfilmed Cocument is less clear then this Z ZZ 6l el LA 9! SL el 0 1, . c,s, notice, it is cue to the cuality cf the cric Cocunfe E f WIl 1111111111IIIIIIIIIIIIIIIIIII - 1 • CITY OF MOO APPROTED. • • JUN 6 1990 BUILDING DIVISION, !XIOS°.MS'a 3 PAK P.2A6 o H im! !whin! peivw:0 F-LAT 5:1° iN5FAANIT. 1 Li C Losti F (0 At\r_1,612 Wu- TT' . 0 E: c: 3C LZ Sl'IZ 96 ce , zz L (Te bl 81. LI. 91. GI. +71. € L Li 01, 6 8 11111111 0911111111111111,11111 j111111,111iil1h11d1nj11 itql1,1111111 I I • t 1,054= Ve4N1P • Pk. 9 il tv161" giC&a • cNo FAWAr ' I 4 -.... • , , , ,,,014 ....,,,, ...F■;. i,....:„..,,:i::.„ .,Y74-1_ .''''''' ? ; :.1"'‘r4 1 ::-- - ;;... - .7 . : - ::.7.-:.:,11 ;1 1111111111111111111111111WIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII I II IIIIIIIIIIIIII 111111111111111111111111111i1111111111111111 2 2 4 5 6 7 8 9 10 11 p.DE . GEN. 12 r " ---- -7 " - - ---- -1 40 1 NOT: If the _nlicrcfilrned document is less clear than this 1 notice, it is Cue to the cuality cf the oricin n al docun 1 MO.:LC( NO: I C, - 25 71 - 3 , i 1 OH 1 0 t,..1 -riL., ..laeatioN cri, oeinde. SHEE NO: 07 2. es .3 1 pws 1,6,440,.04, 45.1 EREO AO\ RU1510115: A.LFRED CROONQUIST ARCHITECTS ONE UNION SGUARE BUILDING sUITE 3404 SEATTLE, WASHINGTON 9E101 C206) SS2-289 0 DATE:/8 9, 1 • CITY OF MOO APPROTED. • • JUN 6 1990 BUILDING DIVISION, !XIOS°.MS'a 3 PAK P.2A6 o H im! !whin! peivw:0 F-LAT 5:1° iN5FAANIT. 1 Li C Losti F (0 At\r_1,612 Wu- TT' . 0 E: c: 3C LZ Sl'IZ 96 ce , zz L (Te bl 81. LI. 91. GI. +71. € L Li 01, 6 8 11111111 0911111111111111,11111 j111111,111iil1h11d1nj11 itql1,1111111 I I • t 1,054= Ve4N1P • Pk. 9 il tv161" giC&a • cNo FAWAr ' I 4 -.... • , , , ,,,014 ....,,,, ...F■;. i,....:„..,,:i::.„ .,Y74-1_ .''''''' ? ; :.1"'‘r4 1 ::-- - ;;... - .7 . : - ::.7.-:.:,11 ;1 1111111111111111111111111WIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII I II IIIIIIIIIIIIII 111111111111111111111111111i1111111111111111 2 2 4 5 6 7 8 9 10 11 p.DE . GEN. 12 r " ---- -7 " - - ---- -1 40 1 NOT: If the _nlicrcfilrned document is less clear than this 1 notice, it is Cue to the cuality cf the oricin n al docun 1