Loading...
HomeMy WebLinkAboutPermit 5428 - Southcenter Mall - Food CourtCITY OF TUKWILA ` Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ' BUILDING PERMIT Work to be done T.I. Site Address Building Use Property Owner Address Contractor Address PERMIT # 56g ' Control # 88 -195 (512) 896 Southcenter Mall ,Suite # Restaurant /Food Service Assessors Southcenter Joint Venture 25425 Center Ridge Rd.; Cleveland, Ohio Foushee & Associates #FO- US- HA- C1580P„ 3260 118th Ave. S.E., Suite 1009, Be FOR BUILDING PERMIT ONLY A r ved for issuance by Tenant Food Court Account # 262304- 9023 -03 Phone # 216- 871 -4800 Zip 44145 Phone # 746 -1000 evue, WAi1 _ , Zip 98009 tkoi S Ft. Sq. • Office Storage/ Morehouse Retail Other4Occ. Load 1st Fl. 2nd F1. "3rd Fl. Food Court— Kitcen Areas 10749 A -2.t 716 39* 7791 *ptentia'l nccupont load tine based upon existirn at nl; this -ns Total Fire Protection: ® Sprinklers ❑ Detectors Zoning C -P Type of Construction Date: J-SGJr <' ees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st F1. $ 2nd Fl. $ other $ other $ Construction Receipt #56 :?g Receipt #u y 9 Receipt # Receipt 105(0, Receipt # Receipt # $ 32000,000 $ 7540.00 $._4a01.00 $ $` l..rin $12,444.50 Special Conditions In addition to conditions noted on plans, the attached Building Division and 1-ire Department letters shall apply. FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [] Single Face ❑ Double Face [] Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR WORK 15 SUSPENDED OR A8ANDUNEU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK l5 COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE OF WORK W1VL BE S Of ANYTHOTHERHESTATESPECIFIED LOCALHEREIN OR N GRANTING Of A D(T E NOT PRESUME PERFORMANCE OFVECl1NSTRUCTION. VIOLATE '� ANGEL HE (S igne Date Sib LICENSED CONTRACTORS DECLARATION hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION 1 ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division `., 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ig q BUILDING PERMIT Work to be done T.I. Site Address Building Use Property Owner Address Contractor Address • PERMIT # 55/9' Control # 88 -195 (512) 896 Southcenter Mal Suite Tenant Foos Court Restaurant /Food Service Assessors Account # 262304 - 9023 -03 Southcenter Joint Venture 25425 Center Ridge Rd., Cleveland, Ohio Foushee & Associates #F0- US- HA- C1580P 3260 118th Ave. S.E., Suite 1000. Be 1evue, WA FOR BUILDING PERMIT ONLY ss_-lante hv: Cdr Approved for � � S q • Ft. sTtFT. Office warehous Ware house Retail Other Occ. Load 2nd F1. '3rd F1. Food Court_ 10749 7793 A -2.1 716. 39* Kitcen Areas *11 t�Yal occurrent load at this, Total Him hacoi unnn vYictir_n nlanc Fire Protection: ® Sprinklers ❑ Detectors - Zoning C -P Type of Construction Phone # 216 - 871 -4800 Zip 44145 Phone # 746 -1000 ZiP 98009 Date: 1-L) 'Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. S sq. ft. @ other S sq. ft. @ _ other S Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #9 2 Receipt #(.09 Receipt # Receipt YiE Receipt # Receipt # $ 3,000,000 $ 7540.00 $.01.00 S 3.5n S x,12,444.50 Special Conditions In addition to conditions noted on plans, the attached Building Division and-Fire llepartment letters shall apply. FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted [] Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIi BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 GAYS, OR IF CONSTRUCTION OR MURK 15 SUSPENDED OR ABAN00NEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK l5 CC MENCEO. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK W L BE COMPLIE WITH WNETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE ANCEL +IE V l' S OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ( Signe Date ..23yj 7i LICENSED CONTRACTORS DECLARATION Al hereby affirm that l am licensed under provisions of the Business and Professions Code, and my license Is in full force and effect. Contractor (signature)_ Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, an exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date e v -R-dz5 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTION RECORD PERMIT # Date :41/1-4 Date Wanted -e-/-/1-1,,j, .111‘. Type of Inspection Site Address R'‘ .,.._5740.,z:-- 1/144Y" Project e&--ej Requestor _70 7 ',GA.. Phone # V 3 / - 9 7 7' Special Instructions Inspection Results/Comments: (2/r tri Al .11 - 1/ //,t/ii 157' 81■7 Y/4 *Y 15A /21.9/w// AAg.ti J it/14" Inspector Date 'CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington ul98188 (206) 433 -1849 Type of Inspection /-=-% 11/41 L Site Address /5-1,96' 5/G Ailf%1. Requestor Special Instructions G'/V,1Gk arQj, 5 -- rC /ni w4sN #440* -- 4/1/4;) "497c0•v5, INSPECT" :O N RECORD PERMIT # Date H- /e / -�l' Date Wanted 1/- „2r•--e?'7 Project �y�y% iii / Phone # cv.'1 i., rV.o�H.5nW9 ?4Y.'m..i. ///r17,1. 9 ��J P.m. £/95T S/40).:;-- 74%/ v //i try /14,x 1 . , c1d//? „0-- Inspection Results /Comments: 9 �O(2 /�(' //,a ro /,' 174' /34-ex re/ 5- li: 5/1C-",. g 6,0 All 4,1,44il (5) 2 l -101/P' /4.7 /r- /'x (te.) /AIL t , '� / lbzif :/40ti't;,�, Inspector ,,e/e717-u-cge-----.. Date #i /o�` 44;2// OmmalkbAemom CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection L-2/1 INSPECTION RECORD PERMIT # Date --5(5 Site Address �G1G Requestor Date Wanted O.RCt/ `' ' - gy a.m. p.m. Project loo ef artx.A -74 Phone # :lJ / — i 7 7 9 Special Instructions Inspection Results /Comments: /1/47 11i /r. 1(5/10/79 Inspector vim• -•.__. Date h/1�1/477 CITY OF TUKWILA building Division 6200 Tukwila,,tWashington ul98188 (206) 433 -1849 (N INSPECT ON RECORD PERMIT # ,r1,/a U Date 4/A-79 Type of Inspection 9 �('' 0 Date Wanted `i/ i P a.m. YP P - �ll/'/' � /�/�F �p Site Address 22'G 5/6. (tread !.vu/) P roject Requestor Special Instructions /s h/ /:',�" /�,� C/7/4" I< Ci /- /9L y- 5,40-'5 d u,-06r0 /)G1,_:: Phone # Inspection Results /Comments: .S.:4.13d4./ /7-0.1/7"/-7/),-49.. kr/rl/ 1_ C evro�•'�/x %/; — S /,►%/9A' 9/1 -- i Lc vt/,e) 6/.1 5,1" di S/� �GI_ U1/9,147,W ,1111/11/ I1✓es'- �� /1%c r % .M 5 At/_o Atht/S seletco 0/a — /0,444/4/345,- 14/e I / 4- PrAiau i , */jAv i /a. G4, sr di /7,X ert/F ""V) c9 /&U,/7 /4/1/, ,#/ez: 2-;"4/. / ar' - r/r ». d/= G »' or/-'. rr/ K/1t4 L At'9 j', ce 0c,_0 Inspector (> ; j��, Date y —/'7- c57, .CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 INSPEC '9N RECORD PERMIT # `j %45) Date 3-3ar01'� Type of Inspection (,4,A.iv'& -- - Date Wanted J -30, -,P° • .m. Site Address 7%4 ;//4.-- /Ll7/4.2 -- Project ,4*' C.e,afr,/ Requestor Phone # Special Instructions Inspection Results /Comments: - )14 / c /%iii )V6 ,4/ /1/ f'f/, - 4` Date 1,04'621i 6Atuifelleint.• roK. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTAON RECORD PERMIT # cr Date a...o Type of Inspection 6..„ctz-,,, y- p.m . Site Date Wanted ' a.m. p.. Project Site Address A „f...-0-0------- Requestor DA...c),.-04— / 47--63--L..4._ 0_1_2_ Phone # Special Instructions Inspection Results/Comments: t2.44","" /i4) /1714.2).-e-a/9/ . ---- _4 ///4...4411/1-- 1/2V; /00 bit'htri,/,C s rkas ; ber0/ii% te i tA/ 7;1 4 Ad,/ kAilf re>) /to ctif /91 Inspector Date 9--,-;24"d-27. .CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTeN RECORD # PERMIT # sj yae3' Date j.-1/4%.-4? Type of Inspection /11/.QGtt�,�, /tW 410,1' r?",ey pi Date Wanted 3 --/ 7- P . a.m. p.m Site Address 9n. 5�e: 41,4444 Project A05er,e, 4044k;7 Requestor Phone # Special Instructions Inspection Results /Comments: r'.A5r640547 L4"4 »%1 ,39 f4A4 --- 51> - 600,/10/W0,- Mi fo.wils 4/ co, C'y►i ithei stir . .1 6-a /0116-- •vc/, Inspector �5►,,...... Date /'?'-�� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions 5 6 5,c, 1, 1,4.. INSPECT ON RECORD PERMIT # 4""A) 2(57 Date 3- "e, -cP7 Date Wanted 3-10 -c5)9' Project ,Ddd Gauv7 Phone # p.m. Inspection Results /Comments: c a.•/4,tg„ Dd•No - o 27 V rr3/5" c i :01/.5 Gr' k7', Ad/' ali'%nda i Gr�'/j art lS�.�'G/ i i�./ e /1//;14) ArtvA ??i'/T/G'n/3 . u/n a-S 7".040V/ i r�''/ 4/''"' ?r? Ali; n'!dvi . % �'� Ti :144'5 art//' iv u_k =car" A7 P/>1 >Uovs /9,iii i^ i�Hi.r5 /''1 "tav r--� s i} AY) 5 r/L /:its,,.. , 5 7/7'/%, A'i A "v9,f/ %ve - /� //� 4f of /t MAT/'0,,t1 ' . Inspector.-- �tc�t� ".. Date 3— CITY OF TUKWILA *Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection ('-',/;-_//2 /et/; -- • ccJ-1 �W Site Address i�'9/� /l_ INSPECTION RECORD PERMIT # cir Date 3- - c Date Wanted Project / -add C.Eri'c' / Requestor Phone # Special Instructions • Inspection Results /Comments: <r ,7'/l% 'r Sex ?hi /9 7- A 4/17 5 Inspector Date 7 2- J7y CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ,4 41J6! (.7,11-1/;;1 Site Address 894. -- 5/ lequestor special Instructions INSPECTION RECORD PERMIT # Date Date Wanted 9---4:57 Project Phone # Inspection Results /Comments: 141 r ,1/if . 77 , c r_,�i / 'S 7/7//s;;,�' '1 i �/tl `�//%1 l / / 4 A d /7% �'f-�` /.f / %1/6 ,i7 / ciif/G /; . fry CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ype of Inspection C ..e/ / (�< c ;i to Address 3' Spr.,`-Xe reA 1",407// :equestor INSPECTION RECORD PERMIT # 5 �/ g Date .2/6-2- Fir Date Wanted 3, / /FP a.m. p.m. Project "-©0d Phone # ;pedal Instructions Inspection ResultJ s /Comments: 7 1O Inspector th�t Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection (e // a/1 Site Address 69C Sc ' C. +.,`r - 4-7d/// INSPECT.nN RECORD PERMIT # 5e2 R1 Date . /27ft P Date Wanted Z 2--0" a.m. p.m. Project A-7;e9 — Requestor Phone # Special Instructions Inspection Results /Comments: icas,ir%f. Inspector ,'� /_.� -f � Date - ,; CITY OFTUKWILA Building Division Tukwila,,tWsshinaton Boulevard 98188 •(206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Ce/ • (G -- -�d INSPECTI(N RECORD PERMIT # 5-%/02' Date 2/2 �F-9 Date /Wanted ...V.27/r9 Project /rooa/ �p�v Phone # fl%7 // a.m. p.m. Inspection Results/Comments: 6,9'1 she, 1,17 Gt, MKS Ca /7 ( e /V/ F1- 07J-) -ti..€ 2- OLP !r 7 14.7 a 77,,e `' /1)<` FG%7 Inspector 141//44 Zte,"7 Date a /,7/.?'/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection CC t! AV 1,-'i Site Address oG C L' 4 /`ee ,d4 // Requestor Special Instructions a INSPECT rN RECORD PERMIT # Date .,2//.9/ Date Wanted 9-/3/07 a.m. Project Fao P .m. Phone # Inspection Results/Comments: friel Ae /v► . i'1,1S7j //�J 19- kiov x ...1.1e o- _f ;of eOe,p-r- t' keg h7 1/ce4e- s-e9 X7-5 , "off" der G�-accco�- s poi , ,� -..( a Inspector 4 s' f '! Date r2.. 07 2 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection C. e/// G-� Site Address ;9 , * re- 1-1v Requestor Special Instructions INSPECTION RECORD PERMIT # Yo2 Y Date 2/2- 3/Cr, Date Wanted ,/ Project /4‘501 Phone # a.m. p.m• Inspection Results /Comments: Aa.t` OS _e./ / Y"_S N 1 • l? (7 0 /00 A,/ 49 e-- 4e, { v'l S i 44 (Z 'z^, /t 'E? 3 er' a y li;i e? / oc -r.7J tot;' Inspector Date .42:,%j2 CITY OF TUKWILA Building Division 6200 Tukwila,JtWashington ul98188 (206) 433 -1849 Type of Inspection (3p Site Address 8'9 C .S f.y4. la yxi Q Requestor 1)( `c/ Special Instructions INSPECTION RECORD PERMIT # Date -3 / — 5 Date Wanted (Jai Project Phone # .m. /— 9775' Inspection Results /Comments: (Ik 7o /ovac•ee / Geii "1; ,- /�.1/ o��� _ ,0"," i 71/ 111.4 .-, 4,46 e 9 -4f e,74 1 .X> 1d 11'1 d sd , v-< /,ono o C /4 6r° is-fs�,�� c Inspector 7 Date CITY OF TUKWILA Building Division 6200 Washington Boulevard (206) 433 -1849 Type of Inspection Frew -. -.l` Site Address (y(:, Yl1a22 Requestor INSPECTION RECORD PERMIT # JCY 2 S' Date g- j(, Vg� Date Wanted Fie 0247- Project l Phone # 5.4-/ 3 / - F774? a.m a. m. Special Instructions Inspection Results /Comments: Fr-,2-4,7/4, eie4Ns 9* JrJ Inspector Date .2 /0 CITY OF TUKWILA Building Division Tukwila,,tWashinotonu�911188 (206) 433 -1849 Type of Inspection Site Address $ 96 Requestor Special Instructions ,<Oti+ . c Gr ( %%k_ 1110 I.t INSPECT nN RECORD PERMIT # Date a_i3 -fig L( Date Wanted /M ,' -- Project • p.m. Phone # C( 3/ 79' Inspection Results /Comments: 1'kd /jai 1-ese",-cb ems,'/ ism art d B k" - L c? ?/ 'Grp G P-0-07-r7 .e/ / -S- 6/ G a h /jam /�E.�=�'/ /� AZ. o/of S 0�,�^ /10.740/ s e" 5fe' e /;2 l ii52 /�c / /%x%12 S. Inspector.,�3?�n Date 2//5 f% CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 ,(206) 433 -1849 Type of Inspection /4-10/V/16/4... � 5/.. 1//411.1.._ Site Address Requestor Special Instructions INSPECTI - N RECORD PERMIT # Date ,'" 3 - gP7 Date Wanted Project Phone # a.m.,D.m. Inspection Results /Comments: r Ce." T •:' S G Ph/ 177. Y?� G APL- ✓�' 7Sf>r�, Yle;;40A-7,/ 4/r /G7 ve ei'"a ea &we_ T 5L°Ge/t Ce G?oG'! -,; :-% -- d Inspector OZ*P1 Date CITY OF TUKWILA Building Division Tukwila,�tWsshinatonu198188 (206) 433 -1849 Type of Inspection 40571- e deo Site Address 9996 5.:%ce4.7rF?G. /1%V/ INSPECTION RECORD PERMIT # o. Y Date 0//9" Date Wanted //30, a.m. p.m. Project /cy,r,/ ete2re`;~ Requestor Phone # Special Instructions Inspection Results/Comments: (10-7-77,.// .p -P ce /Zee • -t f?se- 415 c91P P-Tii`S 4900( O Uf-6 }. 4... ie.v s G°�yy "wo- dAltie , Inspector Date VaO. aC% naoxm++ wa+ a+ �a�e: e««. n.. w,... ..,...,.. _..._,v......_.._ ._ CITY OF TUKWILA Building Division 6200 Tukwila,�tWashington u198188 (206) 433 -1849 Type of Inspection like, ►-s f F,.�,,,.,;7/ C c,)e1, Site Address S% 56cicT e- M& // Requestor INSPECTION RECORD PERMIT # /.2281 //02s/a>P. Date Special Instructions Date Wanted / d Project /[' ,J Cook p.m• Phone # 4/3(-9'579 4 Inspection Results/Comments: 1 26i y „�vkev F/ e/o y(`P� Thi a/ „l D -r d •ree.r7ova �v�o. (74 S ;?P lire (-40- F , reS p/c, 1./1.)1.11'i . r 1 )711 J i2 G _ 1a4e A; , GiJ.v. i,,) / '50.41,V. ace y C9'P J le 47 F e. %oov " �0 bP1/27c) %lri 606_ 7 op £ /N- t7-'" s . 4)5' , r2� G� f oV 19"i F' ff.) k15 e /^ , r� ,-�~ /7ri i j e 6 &' 1 �sG ik,k7 j�•Qv, in tans ,;,J t ode, • dfr 7,o9 -t,i • Inspector 0,/)1,4" Date CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 INSPECTION RECORD PERMIT # 'l70 Date ///g5 /0 Type of Inspection ri-dirmy 6&)6' 4:75—€-.61, irc. Date Wanted //01---a/4 1 Site Address ?'9 .i ce i -eH M &// Project cood (ouv-r— equestor Phone # a.m. p.m. Special Instructions Inspection Results/Comments: Inspector 4-7 CITY OF TUKWILA Building Division Tukwila,�tWashington Boulevard 8188 (206) 433 -1849 INSPECTION RECORD_._....:,._ PERMIT # :> 7 c7 Date //423/P1 Date Wanted / /209 Project frood Phone # Type of Inspection 11 --d hie a- 6-t-oe /t/ t: /uhf! Site Address '?'% scv—z rc'eriUe - /Yld // Requestor Special Instructions a.m. Inspection Results /Comments: 1,-29m;147- 3 7./x %1 f - 4 e e r_G r1-0214 C,i)g // e--e, 41/72 '� 7 «/ (9 * vd1-C/ , � L"� d e G?9v �y 0 /;.1 ff'" Gl/8, P1 / 3-o ° ,C, = w /7 / 1425 z" r-f» /gyp e z-n P ke �, Inspector Z/910,1 7 Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date 1 —/9 -7i n cc�� -u-. -� J3 v- ,% Date Wanted /— if 0 Project Phone # V.3/—r-T7/ Type of Inspection Address 9 6 a Requestor Special Instructions .m. Inspection Results /Comments,: Inspector Date //2 3/71 CITY OF TUKWILA Building Division . 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Job Address >1' r CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. s' ( �`f� Goa'' lrs7C " +(9e., 1 l t '�l't Z A ()t ,"' • r',�' J C t:•t': ir'r.;'.r,C-. t.,l, J 114,2..,d> �•.!; t,p7, i' &r'! 1 i L =%.!"! • /f'f o-�'.' C°. _,.. �:. C %t'' • +;; ^i Cl f [:..)F!" ( fI 241' �; t1,�1 Ff! �,'!y'1.1,�rc �t.'! �;!. _.� :) :F"' f'".`, r .fin .'�� '',:! 11 ' ,j( ... Signed �r• Building offlciaif spector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # c ..-/;02o Date /—/9' -c57 Type of Inspection ),, 6/.042A/G -- Date Wanted / 7-S27 p.m. Site Address 4�j' . 9/C. 4 2 Project fxe'401'ep444.7"` Requestor Z7// el-r ,/ Phone # Special Instructions G,/`'/,,/_,11. _e/d.1/ /�i.G..►�e...- -- "9,14'/O --dM$ Inspection Results /Comments: r Inspector Date { 'd4L'}j,`fLi rge...[Mlrwur[xw CITY OF TUKWILA Building Division 6200 Tukwila, Boulevard Washington 911188 ,(206) 433 -1849 Type of Inspection Site Address . 5- r Requestor Special Instructions INSPECTON RECORD PERMIT # 71 g Date /-- /7 —15F`°l pL Date Wanted Project -, Phone # V3 / -F77? Inspection Results /Comments: //.�" Cee/4'' /j, �ff� /� Qk' /y+/l/aee 7247 77.054,e 73EA/ evi 914044_1 A"i "itAc 5 u/ i J 77 /, 'fr6/ Ar.o /We- /4615 13A,t/ J;"/t/� �C'e 2 d�� . 7731/5 s /--/Ai 5 gs-7.0/i/ / R./ iP rem /$i140 ■ :z/ I T„ _.•,r /-" 4' vt/ Ar AA Ty/ Inspector ? ;ti _��- z ---� -- Date 0(1 /1 77/1 bV(/-%:04/.5 a1/ ,'i)5,4' .7;941C : /9i'/.% ,s� �•�`� G/: i/ / rt/C...5 779/e/ teM n// i G, /` u ribi/o 04.0444.5 p7-#7/4.= 0/9/6.-1-1,:d "y7,7,6,14,4 27714, ,72^u � �5 //idvr 1i11: / :v /% i ,4''9' 'C- O/, i / . /t/ `14/51#...''G// Pi,t/ //fifi LG/� / ".f�%� t''�-'J''� , r /`7�1,;� m41/-409-1,(///0,6--; / o,' i 6-" 4 :84/x' 77-4/1/2,,v9;73141.4 3`ho' 4:4(1,/f/00°- 271/17' Aii,e 1- T,- rt,/ "4.7 rh' /.' , ✓a,'', ,r" ,),6-14/4? 04.4/1,73 "MVP'? 7/7/4e- w/ %'/1 i / //9r✓G -/;W -, 7717 /7'i: 4.t. /9 / #P Gf/ %, �-`�iS SC71;04 ra' ' '�,a. /9/,. . V/31)/ Arie 7-71/)17- ke/t,4 4/ar-uio(,/f /1/4017.17-1 /SG //pct � .f -./�' ,�'� %% / /1�rs/ V"d'� G %�°I�U!/ /i, e �T Gam! Cfrypil2e— 72' I /% ‘-,9 4,06dr re) r,v,e.• aove CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection `'L/ 4,61-id /wl'mu., Date Wanted i 1.L - /7-11 p.m. Site Address cz4- S Q )/l,alY Project f3/-97-79 (6_n.c�_,f4i� Requestor ri Phone # Special Instructions INSPECT`N RECORD PERMIT # Date - Inspection Results /Comments• % 11 MJ P r.. 1.4''dbi v'tor 4,e, 111 4 / i.AO Aey' 4.0 711 "e 4/07-. ..q t.� �r,� ' i !.1 s? T i'. i �l "r►^ � % eof Aced,. 7:4"7/i Inspectortf.:.�- rr. -,.__- Date / -/ 7 -��' CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection .191410;r1/4.—/(11/M4-4,4,111 SiteAddress '5 ‘, Al/M2— Requestor Special Instructions INSPECTION RECORD PERMIT # Date /—/A-4-17 Date Wanted /—/.2--2 Project AiOpf, ee Phone # Inspection Results/Comments: ,O;v4e.44),"..., /35%w /cts• -:#011-/a. .540104,10:7b Asiedr`weebe, .1 ie 2 j0'4 144 /SO toP c,60:4147' Inspector Date CITY OF TUKWILA Building Division 6200 Tukwila, tWashington ul98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Dedi INSPECrON RECORD PERMIT # Sys Date / — y- k9 Date Wanted Project 4 (y Phone # L/ /5'779 0/441611, 9/ /7QSS a.m. p.m. Ins pection Results /Comments: 4.7,764e,/ ('cep% /7 ;!-_.. /a1. t 4-- af1/4. I� �©7%h! OYr Inspector Date )/02? CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 C Type of Inspection 6' ) /ef INSPECTI N RECORD PERMIT # Date //5/F Date Wanted Wif. is Site Address 296 Soe..ZAteed- /M // Project food ('0 0k-Z' Requestor ei a r; ?G— Phone # .93 /- 9 779 ✓ / Special Instructions a.m. p.m. Inspection Results /Comments: 4, -77 "; 6w- r'4 (;2641 .g V•7 Se - /, °c -e Gd �� . �o f , ,1 // e k, `1 T sG/P_.. /c Q 4 ,415#.4- 2-H +,i d h / S c Z cfnby ,!> a e.L- red e <2.)/97te -- r yvese c3`d�C. -oe"e'/ mrte" o� sut s/I 'evt-ee.. GLJ,aj,70.4- 42 - vt c ko Gry �w , G� f / ei yr a v g■ er-O c;0 U� 4ia70.1.44sC4a?C= Inspector Date CITY OF TUKWILA Building Division Tukwila,�tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions v INSPECTN RECORD PERMIT # S-5 z p Date I _ _ gy' 6 t Qa tt Date Wanted f ) or /-q-41 Project .v_L Phone # c7/ 1-9 7 7 j Inspection Results /Comments: t�e.s-r /'oth, c- .ease:- Vic, 1g Ta s A Coe /e 4t,7PA �/Inspector . >.� Date % 7 r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 3;94 ! `il?2'(i(.k1d6f,G7ei. AIR Requestor yy €K Special Instructions INSPECT i RECORD PERMIT # 5Y02. 7 Date /o2fa?ir Date Wanted w � 3p. , �'; c w a . m Project ipdi ailkr Phone # .93/- 977,9 Inspection Results /Comments: Inspector Date • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI `IV RECORD PERMIT # Date /; /020 Type of Inspection 6? 4,-)/ Date Wanted ,Ig; 1 % .: ,) :, a.m. p.m. Site Address e ilo S©a,-.-k c .e:r A',,V/ Project 1-oo(-/ eo -e #. 7 /:7y eG Phone # 1/3/- 1779 Special Instructions Requestor Inspection Results /Comments: W C � 6 -4vg .:. P - ems. Inspector 26-IA44. Xle< Date /1 ;1- 7P :or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTrN RECORD PERMIT # Date - Type of Inspection --Y4-det litt&vn. 1.11 Date Wanted to /2/44v a.m. p.m. Site Address A Yiked4 Project load e f- Requestor 4#t eft/AY eo,44d. (941/ ) Phone # 9771 Special Instructions Inspection Results /Comments: �" r�,z �p,� ,o q- /' t.i. ek Date /2 f�U Permit No. 5428 Date 12 /28/88 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Job Address 896 !touthCenrer trla11 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. REFERENCE FIRE :SATE.[) DOOR FRAMES - Tho frames as installed ar& 1 .abe l ed with AMUF. fl CAb0 NR&.2 pie FP.i APPROVED 36 -•O1. IN RESEARCHING THIS,, I FIND THAT THE REPORT HAS BEEN REVISED AS OF APRIL11, THE NEW DES1 IIATi0N IS NER-26D. THE FRAMES DO NOT. ClJ IDLY WITH THIS REPORT. THEY ARE NUT LABELED WITH THE MANUFACTURERS URERS ADDRE ,=S FRA`,ME. NUMEER OR H2OUR'..Y RATING AS REQUIRE[) BY THE REPORT. THE COPIES OF CORRESPONDENCE BETWEEN N AMWELD BUILDING PRODUCTS CO. AND RIZENNAN C iME.l'CIA! D() NUT ADEQUATELY ANSWER TNE BUILDING EDEPARTM.ENT'S CONCERNS UN IDENTIFiCAT101' OF THESE. FRA.'1ES, THE CITY OF TUKWILA WILL HAVE TU RECEIVE AN APPROVAL FROM THEI SECRE_TARIA1 -SOUI t•lE tip BUILDING CODE . CONGRE S INTERNATIONAL, [NC.. TO A°r'RQVE THE USE OF THESE FRAMES WHICH flEC NOT LA ELED •TO :{ IMPLY WITH NATIONAL EVALUATION SERV ICE COMMITTEE REPORT ;40.. NER-- ,'.60. F l i,iS :t3 NOT POSSIBEE, THE DOORS AND FRAMES v1 LL HAVE T O .COMPLY WITH SECTION 3305 H) OF THE" t N i .l ?UII,C,�lf; CODE. Signed ;'r °t'- :r<�[. Building Official /In pector. WiCIVAUWAVOW CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTr'N RECORD PERMIT # 51.103 Date /c21/q/38 Type of Inspection t,y,Y1tt pS'GAr'U/1 Date Wanted /�%d%8� ,p . p.m. Site Address 7Y 4 Ol i1,i'�� J'y , Project Fa oo/_ (ki_.,/i- Requestor /'?ti Phone # G13 /— 9 ?7y Special Instructions Inspection Results/Comments: /, hi w �_ c7bed1i-e 5Z" �f oa "4 s nd eo vv i c%G. S DDl� 7-o c'c `-, e/aev- aH eS ho / le/et, Pty et-9 Grt¢.. {J VD /t9,* Inspector s Date 72/.�a %'ir CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI 4 RECORD PERMIT # S� Date a- "' r (/S Type of Inspection Date Wanted a.m. p.m. ii c�' 'o Site Address�� p 6 7.-77 a Project --� �- Requestor Phone # Special Instructions Inspection Results /Comments: •� s 7`7A), Rok -Gzk /,5 270 ,6k .ja?h�'7 /t�'D comic F' ce Ce/ dr �Gr 5Gd •Atio k'—c «zz. vt -rG%/ /yl�'Scrn�- Jas /ezird Inspector Date /,,V7 CITY OF. TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI !V RECORD PERMIT # 5 -41) -Y Date 1 (- 8 -Yk Type of Inspection CidiD Lam, Date Wanted i- ,(0. .m, Site Address E 5 5 Project oJQ aiA Requestor Dc� q Phone # �/, — 77 9 Special Instructions Inspection Results /Comments: 1424r,1. , he-cei % a` Z • 3 7 .* '72 tee [tea // 3 7if> -yr gx Inspector, %hr 42677) Date ///2 -V r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI(1 RECORD PERMIT # Date s`i��� it —Q,3 �>< Type of Inspection (.€ S (4,L,Date Wanted Site Address ty ed,Q Project Requestor Special Instructions Phone # td: }' �l Olt a .m. p.m. c(0 r f 777 Inspection Results /Comments: J`� -e-e/ ( r'l' 15;DK3'12 011 S' -c. , / p/- ea4r,Sc Inspector, 41441 Date 02/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI. ` RECORD PERMIT # Date / / -- Ig Type of Inspection ��� Date Wanted C'��.,_a.m. p.m. Site Address —d-cc� �c Project Requestor Phone # Special Instructions ��31 --579 Inspection Results/Comments: ///g/e,:= Aid- 614;437 Fas e,zej10-ek- Inspector Date #1.2 sP CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTICT4 RECORD PERMIT # 5c( if Date /1- /,' �8Y Type of Inspection 1 -0.-ez ;,,... Date Wanted , /het -V ;ite Address g9( , 56z, , p_,-.; .. if' la Project 7 / (qh- tequestor p c-7.6,�.- Special Instructions Phone # /- % 77 Inspection Results /Comments: i /./Z-4 d f . 4" 5 ` 9/ G <•, Inspector Date / / /7 / /gr CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTIr 1 RECORD PERMIT # Date [07/0 Date Wanted / / / /gigs Project RJ4 Phone # 3I-1/- ql /MQ •ype of Inspection fret-rYL/176f. ito Address eV, 141:14 /'OW equestor F 05hCC • .pecial Instructions Inspection Results /Comment Ail c9/c 7)'5 Gd'61-5 A.,/YM Ai A /',� Date //IN /P -c7J) SfNi`1L1ili�Jntv�eiaro.�w �N..., CPTY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor = A41aA). 561,,, 14; Otukii , Special Instructions 4v. �,npt, (1 C c—/.0 6-7' ; chi INSPECTI y RECORD PERMIT # 5 / 8 Date /1— / y — 4 Date Wanted Tike„,,, ►► -�� -E")' a.m. p.m. Project dog( C'd-W Phone # / — S 7 7 Inspection Results /Comments: (' b Inspector Date // 45- CITY OF TUKWILA Building Division Tukwila..tWashingtonul98188 (206) 433 -1849 1 NSPECT nN RECORD PERMIT # 5-11g5? II-- POC4r (acL ?- Date //- f - T Type of Inspection dOlC$ / I Date Wanted //- 9--(a a.m. Site Address '9i Sou:Uwe All Project f c/ Coctvt Requestor Dip r Phone # Special Instruc ions Sp cr(I itiSa2.Jiesy Well 4 071 syie, Inspection Results/Comments: j /Je e/e-91 "-C7 . / re , "0_0.4 „94.ofre ki / }!) // ,ut 44• C�i9 G . Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI N RECORD PERMIT #y� Date / //2/ ‹g Type of Inspection S r6.'rc2 C Date Wanted 4/3//gg a.m. p.m. Site Address '9(, ,5(9. 6---A c e_-,'vea Y)1 a// Project /God eout--t— • Requestor Phone # Special Instructions ofhA Inspection Results /Comments: ,e) l- f /i -zi ?!.' i'J-C / /j 2 5e.'771,-011 � �u 5 7'l o hr e i . l P_.: r. --*,. `' `f' G ";--- , -s,../? ..( Cl .,' /i -11 Div �� �.�,�' S �.�,� -?y 5Z-, �a..�. // be c?e.�1�' e1 a?G C -t' 5 -c3 c1;'€ -r' 6y r Gl Inspector Date ///0' NinlialrearitNesbefectiammorma CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection C A�,�/ Site Address 43-5; Requestor Special Instructions INSPECTION RECORD PERMIT # Date //2.7 Date Wanted 1p02.-27 Project /go,/ a9v<— z-` Phone # a.m. p.m Inspection Results /Comments: f sr 7ePy'eoe-- 6C(.4er 7-1m • 36 Inspector A k--t Date /D /;2 7 /i'' CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433,1849 Type of Inspection CYOL/h/tp ry� 7 i %�5' Site Address Requestor Special Instructo's S c,'q f //45)0eccte)^ INSPECTTh,N RECORD PERMIT # ,57.I2 Date /©- 27- d Date Wanted /6 ._097 $K Project / ecfy Phone # coal ,40. 0,71 s,'f e- , a.m. p.m. Inspection Results /Comments: 07,`.7,5 /i e f'/J f �e 10� oz, _5'. t? 4 ' ddo fk-o n Ap> eef irk .c'C ecv,- 1104.— o2r 5 e �. S/o -eeGod ./O /7- 5`o-"Y. Inspector Date /d„2.? //P'". �PIV11JiyJl[dIt!)1[CY.2O•'� _ �AwW.ww.r............... OITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection F CLflhi`-I V Site Address gg& C,e.w y /g// Requestor Special Instruc rns INSPECT'N RECORD PERMIT # 6 c v Date Date Wanted •p.m. Project rgotA,RICQ*'l !/ - • C'oC(Yf Phone # 10) —9775 Inspection Results /Comments: Inspector Date / © cPCP r r tr CITY OF TUKV .LA wntrol No. ;1 - l =;` j Central Permit System Permit No. ., FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works NI Fire Dept. ❑ Police ❑ Parks/Recreation r Project Name Address CI (c ,._�, r...:,. a ._ !r Type of Permit(s) -} 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: — 1-14 11)6L.., -5 J.)/ (- ,,:i ri -, -1 , k-rii - ,-, ..104---- ilP/r7/),' ic" . /.;.9 )(. . f :.,f !V / .'1r..,. i% .,) :. Authorized Signature Date This project is approved by this department: Authdriz iSignature •4/-- /q' 9` Date CPS Form 3 %c to Sov\"1()Gen er 'ran°` \\ fit{ AVA VAN' JACOBS, VISCONSI & JACOBS CO. SOUTHCENTER SHOPPING CENTER, 633 SOUTHCENTER SHOPPING CENTER, SEATTLE, WASHINGTON 98188 206-246-7400 June 21, 1989 Mr. Nick Olivas, Fire Marshal City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 RE: SOUTHCENTER MALL FOOD COURT SUBJECT: DELUGE SPRINKLER SYSTEM @ FOOD COURT Dear Mr. Olivas: Regarding the recently installed deluge sprinkler system at the mall entry to the new food court, we have just completed revising the detection system to include a two (2) zone trip system. Originally two each rate of rise heat detectors were wired to one zone. Either detector would have tripped the system. Recent modifications in the wiring provide for an individual zone for each of the two heat detectors. As agreed by all parties, this modification does not compromise the deluge system. What this modification does is to help avoid a major dump of water on an inadvertent trip of one detector. Both detectors will have to trip for the deluge panel to activate the system in the new configuration. This letter shall serve as confirmation of our agreement that the above described modifications do not affect the area separation achieved with the utilization of a fire sprinkler deluge system. If you should have any questions regarding this matter, please call. Sincerely, Michael R. Johns Project Coordinator MRJ /jls cc:IJ Duane Griffin -City of Tukwila Factory Mutual- Account Representative Dieter Hausmann - Stecklow & Assoc. Butch Burbage- JBC Larry Kuns -CRDSI Keith Masters -JVJ i-. NMI :uuz ANDASSOC/ATES. INC 3260. 1187H AVE SE., SUITE 1000 P.O. BOX 68 BELLE-14.4 WA 98009 206/746.1000 Seattle: 206/621.8219 FAX. 206/746 -3737 CCOI- F0•US- HA- C15800 .477 i \' . - '. FIELD REPORT DATE 6105189 JOB NO. 88-25 TO Jacobs Bros. CO • PROJECT Southcenter Mali. Food Court c/o 633 Southcenter Seattle, WA. 98188 PRESENT AT SITE The acoustical system and grid euopension for the Southcenter Mal]. Food Court project was required to be modified during construction to satisfy some concerns and additional requirements by the dg -r'' City of Tukwila Wilding Official. r• Dated COPIES TO Rev. 10187 SIGNED r 88 -195: Food Court Page 1 of 2 896 Southcenter Mall THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 5-//25 . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Division. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by the State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under a separate permit. 5. All permits to be posted at the job site prior to start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 9. All high- strength bolting to be special inspected. (Sec. 306, UBC) 10. Special inspection required for all spray applied fireproofing as required by U.B.C. Standard No. 43 -8. Structural elements designated to be fireproofed shall be protected for 1 -hr fire resistance. The sprayed on fireproofing shall have an ICBO approval. The application instructions shall be on site for use by the special inspector and City building inspector. 11. Special inspection required for piling installation. 12. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 13. Readily accessible access to roof mounted equipment required. 14. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 15. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). 16. Shop drawings and structural calculations for skylight units shall be submitted to Tukwila Building Department for structural review and approval prior to fabrication and installation. CN -88 -195: Food Court 896 Southcenter Mall Page 2 of 2 17. Provide ramp at the new sidewalk and curb to maintain accessible route of travel from parking area to food court entry. Per Sec. 3307 "WA State Regulations for Barrier Free Facilities," Chapter 51 -10 WAC. 18. All rated door /frameassemblies shall be so labeled with hourly rating. Per U.B.C. Standard Sec. 43.320. 19. All rated door / frameassemblies opening to corridors 1, 4 and 18 shall be provided with a gasket so installed as to provide a seal where the door meets the stop on both sides and across the top. Per U.B.C. Sec. 3305h. 20. Door marked "20A" shall be labeled with sign "STORAGE ROOM ONLY ". This sign shall be in place prior to final inspection and certificate of occupancy. 21. Proposed 1 -hr ceiling assembly is designated as U.L. Design #P -202. Provide copy of this specification on site and available to building inspectors for inspection purposes. 22. Any overlooked hazardous condition and /or violation of the adopted Building Code does not imply approval of such condition or violation. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor September 1, 1988 Fire Department Review Control Number 88- -195 Re: Southcenter Food Court - Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 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 10.301b) Extinguishers shall be installed an 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) Maintain fire extinguisher coverage throughout. 2. * ** EXITS * ** - UFC Article 12 No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12:101) Exit doors shall be openable from the inside without City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 the use of a key or any special knowledge or effort. (UFC 12.104b) There shall he no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways he used for any purpose. (UFC 12.109e) (Stairway to mezzanine) Exits shall he illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) Any room having an occupant .load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) A place of assembly permit is required for the Food Court. 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & 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 #1141 & NFPA 13, 1 -9.1) (UFC 10.307) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without. approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (IJFC 10.307) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) Local UL Central Station Supervision is required per (UFC 10.309) This office is to he contacted to witness flushing of underground piping 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) (UFC 10.307) Please provide electronic "Tamper" supervision on all PIV and OSY sprinkler valves; or secure these valves with inexpensive chain and padlocks. (UFC 10.301) Tenant spaces shall be provided with sprinkler protection prior to tenant occupancy. Light hazard spacing is acceptable while the spaces are empty; ordinary hazard (Group 1) spacing will be required when the spaces are occupied. Sprinkler spacing for the mezzanine shall be upgraded to ordinary hazard (group 1) spacing. Welded sprinkler pipe shall he stamped by the welding machine operator upon completion of weld. (NFPA 13 3-12.2.12.2) 4. * ** FIRE ALARM SYSTEMS * ** - City Ordinance #1327 - NFPA 72 A fire alarm system is required for the deluge system, a City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 4 the HVAC and smoke removal system. Submit plans to the Fire Prevention Bureau for approval prior to installation. A functional test of the smoke detection /HVAC /smoke removal system shall be performed prior to occupancy. 5. * ** ELECTRICAL * ** UFC Article 85 - NFPA 70 - NEC All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.1.04) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of • Labor & Industries. (UGC 10.104) Each circuit breaker shall he legibly marked to indicate it's purpose. (NEC 10-22) (UFC 10.104) 6. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) Al] 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) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of IJBC Standard 43 -7. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall he treated to be fire-resistive, so as to result in a flame - spread rating asrequired.by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) •(UFC 10.401) 4. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 Gary L. VanDusen, Mayor All wall and ceiling materials constructed of wood, Shall be fire retardant treated. (UFC 10.401) 7. * ** GENERAL * ** - UFC, UBC,' NFPA This review limited to speculative tenant space only - speci.al fire permits may be necessary depending on detailed description of i.nternded use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not `imply . approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc:. T.F.D.:file nod 411171i, CENTER RIDGE DESIGN SERVICES INC. P.A. Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 ARCHITECTS AND ENGINEERS March 17, 1989 RE: Southcenter Mall . 1 t , k MAR 2 21989 Dear Mr. Griffin, For fire protection reasons we had previously agreed that the developer would provide a one hour ceiling in all tenant spaces adjacent to the food court which are vacant at the time of the food court opening. As an alternate to this approach we would like to provide a one hour wall from floor to roof deck along the tenant lease line. This wall would be constructed of 6" metal studs with 5/8" drywall, both sides complying with U.L. Design #U425. Your review and approval of this alternate method of construction would be . greatly appreciated. LAK /mk Sincerely, NTER RIDGE DESIGN SERVICES, INC. arry A�/ Kunst 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145:1216) B71 -4800. C -- CENTER RIDGE DESIGN SERVICES INC. P.A. Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 ARCHITECTS AND ENGINEERS March 17, 1989 RE: Southcenter Mall I'J Dear Mr. Griffin, For fire protection reasons we had previously agreed that the developer would provide a one hour ceiling in all tenant spaces adjacent to the food court which are vacant at the time of the food court opening. As an alternate to this approach we would like to provide a one hour wall from floor to roof deck along the tenant lease line. This wall would be constructed of 6" metal studs with 5/8" drywall, both sides complying with U.L. Design #U425. Your review and approval of this alternate method of construction would be greatly appreciated. Sincerely, i Larry A Kuns, AIA LAK /mk / This alternate proposal is approved as a temporary and interim solution until new tenant improvement construction permits are obtained for the presently vacant spaces across the mall from the food court. This could be a permanent design only if in the future there were no openings through this rated wall. Any new openings in the wall, required by future tenants, will require one -hour ceilings that tie in with the existing one -hour mall ceiling before any openings can be placed in this temporary one -hour tenant separation wall. A copy of this letter/ should be attached to the approved plans at the job site. / () 25425 CENTER RiOGE ROAD, CLEVELAND. OHIO 4414512161 871.4800 D RnE GRIFF Building Official March 23, 1989 ER,RIDGE DESIGN SERVICES, INC. Cit y { `of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 FAX TRANSMISSION DATE /TIME:_ THURSDAY, MARCH 23, 1989 12:45 P.M. TO: MIKE JOHNSON SOUTHCENTER MALL 244 -7400 (Name) (Company Name) (FAX #) FROM: DUANE GRIFFIN FAX #: 433 -1833 PHONE N0: 433 -1851 SUBJECT: SOUTHCENTER MALL ONE -HOUR CEILING PAGE(s): 1 (+ Cover Sheet) :.f JACOBS, VISCONSI & JACOBS CO. SOUTHCENTER SHOPPING CENTER, 633 SOUTHCENTER SHOPPING CENTER, SEATTLE, WASHINGTON 98188 206- 246-7400 i,(iI��1��1�a'�I 1,'I'IhHij April 4, 1V.".' Mr. Duane Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: SOUTHCENTER FOOD COURT PROJECT SUBJECT: PROJECT COMPLETION AND CERTIFICATE OF OCCUPANCY Dear Mr. Griffen: (I\PR - 61989 As discussed in our meeting on 3/31/89, the following dates apply to completion of general contract as well as completion of tenant construction: Before April 17th - General contractor, Foushee & Associates will be requesting final inspection and Certificate of Occupancy. Week of April 17th thru April 21st - Majority of Tenants will be scheduling their final inspection. NOTE: Tenants not able to open on grand opening date of April 26th will have a temporary barricade erected in front of their particular shop. As noted in our discussion, all Tenant final acceptance by the City will be contingent on issuance of General Certificate of Occupancy. Restricted access to those shops with final City approval will be done on April 24th (Monday). This will be a dry run for Tenant operations. Tenants will be serving to the mall merchants. Please be aware all exitways will be accessible for this function. As I indicated to you, all Tenants will be ready for operation on April 21st with the exception of the following: FC -16 Sbarro - possible temporary barricade. FC -28 Vacant Space - 1 -hour rated ceiling system and fire sprinkler protection will be installed in this vacant space. I 4 Y., Y Mr. Duane. Griffin City of Tukwila April 4, 1989 Page 2 Ft-36 McDonald's.- construction progress is lagging. This Tenant will probably have a temporary barricade. FC -40 3 Pigs International - temporary barricade for public opening. Thank you for meeting with me to discuss the above. If you should have any questions or comments, please call meat 244 -8645. Sincerely, Michael R. Johnson Project Coordinator MRJ /jls cc: C. Urbancic B. Burbage B. Harrell D. Fagerhaug K. Masters. L. Anderson mom,* Io 4 45o.G-02. Focm)Co (ar •e6tc1c ti *-3 THCFOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to plans unless approved by Architect and Tukwila Building Department. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping) Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. All mechanical work to be under separate permit. All permits to be posted at job site prior to start of any construction. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. All structural concrete to be special inspected. (Sec. 306, UBC) All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) All high- strength bolting to be special inspected. (Sec. 306, UBC). Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 4, Readily accessible access to roof mounted equipment required. 13. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 14. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils ANg. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 4 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). 18. All food preparation establishments must have King County Health Department Sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Additional Comments G-ne. fvoD CougT ' c A(. 1 Ng75cnot t gEALA P- �'o1a. ALL 6PRAM A!Q'G1a1, VtReiliZOOFI14C1 A4 RecAuteeD $c' 1303,c. S1-414PA-RD r1O. 43 -is . -EmeNT3 1,661 atATEO To 13 pR of o Lau, Be PRc TEfl. 'frog 1- NR, ?..6%sr4Mc a , "c041eR941.4fit_ ftaeQtzoofit'G4 (Hoi tNp‘cArTso 1N CoNSTRucTtoN DocotA N ) 6I•}Au. 6a ?leg- T. o. B.o. EoAtuaTTtot1 �F.GIaL 1119M0TIoN REGIUt►2ED FOR LINc‘ INGTAI.LActtON, SKIP DizAWINCS \uc s ocr AL CAlcu1;4ToNs 'br- 44<llAc, T LiA11"5 -1-0(414)1 Sot 01 Kit VOA RTaNT 'FOR STizucw RAr t. Rg.0 to W Pit-10 P1/49pQ00A L ¶'ZtOUL TO VA- C3W*1101d 414p f-•If rALLIrTioN T?ocAve-r1 j 46- N 4 tpe wat.t< 4Nt> cog 'ro MAAKAIN Acc % 1 6(4- Ro uTE o f TRaue.t. 1 RQ M iYA -Rtisi NG PeReA To 'fool) Cou aT Stopi • Fae. ' . '3307 WA ‘A-Are. &LTt O t 45 1 oR 13412RI e R . . "�R 'FAG1.1neS.. C- 14ApTER. 51-1.0. WAG £" 3 ga� CTS. 7,p ('jiJzr • Au, IQATt;D t oR /FRAME ASS EM61-1 ES '* ALL BE �o I„AaELED A-Vougial RAi1N61. Ippe.. u , • G • 'TP, 43.3 2O l,L VATSD POOR- /FR the . t'_M6 L i E , opEN I N 4 1b CoRR11xa.5 1) 4 Ago 18 .5441-it SE ppoutpaD Wi. A 645 KeT So 1bWVAWED q4 To Pool M 4 1.01-Ws-v- 'g 'doo R- M o'(s 'FEE -Cop o N 'SOT k ivf4 Amt) ANGROSS 1A. mac, ham, 3'O 5 %et. Of 'Roe- MARgED 20A 440u.. - LazetED (� ', t c4 N . `� 5T �E Roo M ON l,.ul' T r-w kICiI1 ' %ALL "GA E. ?Roca -ra #Ft NA.L Sp -Ti o N AND C E Rtl P cA1ts of CCtJpA N At•ki Q UE2 001ceo }-k AZ,ohcR.'Do1S Co ri or t o N AND/OR VIOLAT(OIS op TOE. 'Vorr D 130101W! CODE. 'D.De NCr itsApai PtppP00A-L of suckk C01,11) ITto`N OR.. v IoL - ON , ?eoc;o5EP I -14g _ GEoNcc ASSEMBUi IS DESIG- NE}TED AS 1.x•1 -. "DESIGN *F-202 . IRpUiDE Cope OF 'f�4is SpECiFtcATioN ON SiTE 41. Au41/.413LEL �� $a•'DiNq INS'pEGToRS fok iNsPEe.TioN Vsgfts5E5, 4,0,„ ORDINANCE COMPEANCE - PLAN CHECK NO\ daS PROJECT: 660114 CeAtrOZ. 'FooD Coo izt Sheet I ot 4. Date:I-ZS-8S * SS-1616 A?Gt4ITECr OF recogD : "gicAtar) VANMRStig(1) 44933 ■Ci. OCCUPANCY GROUP A-2.1 ) Coop Courar tiwc AREA IC:(2. TYPE OF CONSTRUCTION Ir-1416M114KLERVD e3. LOCATION ON PROPERTY2k■i.C. (SKIMACA, BLDG.HT./#OF STORIES ex Isn WA) 21vs. FLOOR ARE d6. OCCUPANT LOAD____gfriTLCWW_10)140 .= 71(p Ot4}43__ ..04444.1343t- 1102ES=VW___62324--- DETAILED REQUIREMENTS ikt 24a 4iuvJ 7//i• e5 7. OCCUPANCY Tf8. TYPE IF CONSTRUCTION er9. EXITING 3 -ROM- 0. CODE REGS. gc„, (X1. ENGINEERING REGS.81 REQMTS 12. COMPLIANCE W/ W.S.E.C. 13. COMPLIANCE W/ CHAPTER 51-10 W.A.0 ,u_tu) (km 14440 `6544 LSSuLcA s� �D Cou E u) S OMMA. _ (ORO% gA* E) `146e at f4 4 -FoR,ME.g."?ALA v 3AOd EpAC t- 1oc.t)N GL .RED ON 'Demo. RANI 4 6t-lowt-1 W iT IDaMtst Nct wALLS oN A, 1 ) --- 15 114is t NctruOE.Q OOD CoiR.T DEO LopmEg-r II/Moo coWRzT x Nc, GRoop GLAgtAficnot4 Afco Q�2 .c, VA.Vt�4NC.E �'a�4R�io3 Nlo��'� 50 � "u g.4. CA-2,' 4r ALc.Cxoe �D Cc o94- R taltass I � t ONE. EXIT 1No�pEt%0 -t4i OF MALL. iegoolvev toTAL 1a�sorctt of ExtT AsE.g uPog cam,. Lo. eAcTo of ts CfctcCAmsZ) GoRRt ooz. W 34(1° Doc�i�.5. 'QOM TEcAt -i ` pAc E �l�t✓ 'PRR�po o, 5 21 M t N, CLEAR. Co?. Ceaa. Cot D O R, it) =It Mast- N6e. wazEOliSeo OG - t x R ..11C.*.J10.1CtS {?ay- Vg5eP M -lesze 65 -cbg. OpeN 4lc FRoNi VACA an -vak- esra. RN15 11,01 4 LINES 362 4../ e A-4 B -13) wsv ay RI 4o . vie4,4044 GoRR1 ion. 11.8_1 c )t-i • a —1° 130012_5 •Fgotr.A,T AqT• PA .e. loo M)1 A� --ICS` M I tJ. CL e. Cog.catvoz k)1 9I1 -4 '?EQ D, gvarlARA (AY %eoull faxA4 0.444C/- MAAA-44. PeAtd 6c;41,cztDotz. 1 (0 ` t�rtzt- 0 5Xt1 T5i.1414137eAce. AND ?ART' oF- 'TNis 'RASO \lvT `?115f M ) . 5L fiRIG Mgrms ON CoRRatOOR. "aitY0. Pi-e kAOT 12e 1rrrLp 94-4,(MIA Out/out/1 -II& titxuak .(AA. doter (i)cogs To GAZR.t000IS 114 - ASE RREQUIRe D To ZE M t t4 mum ZC� Mt tJ. 112E 'RzoltalioN 'RATtNC1 -- A55a4et. (A) Gotii 4 - 100Ke CoASK (' AND GLose . (KANsi-517a5 90 mar /jPt=ctR atio6k CALL FoRR. t':,) 4 t Al Cr lg�oLLB� 100p COOL FCA ('fit,)tE[ ) 60tAtAilecA-(oczokoo.t4ce.) Ir\ of 4 W lAt■it.Cd i -UARDt Cie REQU tReo *FOR eccrupA ui t o ovEo) rra rto � z14 4 ALL 4e-2. 1DooeS §.r t �R� suU '�tio Com poe.5 El 4 18 ARE 00, To if:E IAN. 1 -4-0?. Cot-vs-M. 4 0) u a -- U rs Vic:etT%00N a) G[.uacii {Pwt V5t4c-A-05EC. 1.4ExzA%4 t t4E (EusTtNG To Zs MA4 NrAt "Eo) ' e•szu fir es lZoo 'EXt1 oWE of WN tc.A4 FRoott 5 1:2)19- T cNCC6SS To gxtr CoRRttoe., 5gif Co�utz -r "o ( "Me ' oOE) r),CtT 0(o(4 19 ootvas s To C.:Yi vor- F41 ''1f ou * c . J( t -cot6 G1z* t, -T-44i.5 is Ncrr e erA veD Q <JpECL Ec..., 3303 c. TiJ mot,() gt,wk t c2. E.1 tcLcSUt r-votA mis .5 co N N --Co PAN v CoP..r A oe. ‘A -VALL CotvtpCi W/ "Aron '...7---- el koulm.eap INT WALL DE�iO'D, t & tCt IRsosEa, .6%&t4 . thtSTALL -D — —tbQ. o$LL AGE. t�Eu3 "Roc* i �s� . ALL -E 1. -�E A At4t a LA,s s ' As 40(9) -Q. U,g,G. cA'PT. 3z -- Lervegg. of Cott.t)t.tAt4cE GO%LL E . '? O ' ot-A rerolz.rick CoNrC TbR., 7164 die vy,s,E c.� y ' 6KU\L IG T" A�c�C) VTto t o Et t t r POD > A',• Y) . &400 4 op rgoo p AlR 4 . 'TAE. Ai./.,E }-k 2N1A,i,'C wksmtT[Aface, VALUE. CUD) fie.Foop 'N t1 E.l op h1S 'Plz o k?o sao t'4 3 t4OT" -e)CC.E.ECJ. k E COT) u 4A t,ue aF ac t9v1t4c gre M • ... ow tAo vJ 'This tx) t t.t. '4.F..- . (=4cco Mpg- tst -MeLD — • '4OU CioMpbmt 60 Wrili - w.S.e.G. - 1“T -9Vag. LtoViTTNA ?O WE1.. '' 01)& " TR a Le 4-le CAccs . . 1z7 Coo 2.T'ePLAN RE0ILO 6JMMA.9 - O I`ll. . AST �2,eet- 1 PAc t N Et0 S )s '. tutt4ct nut51-E.MS . e¶(2- 4 c. Z3 IZ 5. Sets ttc. Zot4e 3 (k) CAviz.cz To 14\r�2AUtt U ConoL1 (4)/ 6EG 330 • n � � L) TES est4T sOouLD. F6E Reole at An tJ'�j p9o0e0 169 44 ► W.. Co. EAL4 %O R. To 5u e .. /Y\ nitIN Nc% 'co jal-LA of TLIKt1J tLA, ?og M 1-4AAAtc-AL . % wit- TReDpEGTtow AgaLSCAA TLA OF TOKuDe LAS 1�i��rn�tN� aMtr 4.INspFc vloN eGiPi P . NCB AU GA.5 ?NCI) ►Ncs Ca 4.1skerft Dept. TCc,AL .RMi r (14WecivioN is . t) . • At -Ar�E . �TL)CUAL 'ROIE.W IZD "Poe. AccorAp1,15460 Cfrm ot Tel ttA C Nst c:rA4T --- --Pau61Nc &it 20,1 88 ANDERSEN BJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS TO: ,A4 /K E JO fte•s/SO .✓ FROM: 5o$ 44.,,p47-54,0V SUBJECT: jour,// � 7-4(.rz - fco/J ,07- �.ySo.� �+•�Gs s. (�v M,µ E''rx-75. • /.2-4 I / 4/ .5-49 ( 44. fir% 5(-I -rced Cewwt. MEMORANDUM >" C' GTa `t 4 Air 4x, /r,r cis+ ./s 74— ,c S' %`� vG T • 5' 71a e / Q .41 544/ / •7 de / V3 1 445 : -i sJ ✓ e� 'CD 6Z5. P4■- 42/ e44/ 44.. 2 d24 i • If',/ �s•L 5a 3 Near ../0/ 8/3 re- C QM ‘e"' '10/ ‘44$5' 5' e /a. , c/ •~p7 /•y e,,,•,0.a/ *44/ iaad // 7, /4 /mod e.Z-0/7 / ,,,e 517 j_7,1/) a cQ.. ,. 01 e. a 44,/f By.e /j• f f6 ex a6/ /7 7-7? d / 5, Gv < e c c Xe / ,7 *ef - DATE /2,01 SHT. NO. i ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE. WA SUBJECT ANCHORAGE, AK PROJECT P•3 / ;r / 0- 1 Lt ...541 1 S. Mahan&DeSalva CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 ( eptember.20, 1988 Duane Griffin City: of Tukwila 6200 Southcenter Blvd 'Tukwila, Washington 98188 Regarding: 88-T-09 (South Center Mall Food Court) Dear Mr. Griffin, We have received additional information on the proposed project rand have reviewed the structural portion for compliance with Chapters 23 through 29 of the 1985 Edition of the' Uniform Building Code. We have no'additional structural comments. Sincerely,. Bridget Smith. cc: Ruhl -Parr and Associates. Newport Corporate Center 3625 132nd Ave S.E., Suite 100 Bellevue, Washington 98006 -1399 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 oeptember 20, 1988 0111 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -09 (South Center Mall Food Court) Dear Mr. Griffin, 1 SEP 211986 We have received additional information on the proposed project and have reviewed the structural portion for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit 2 copies of revised drawings and one copy of revised calculations as required. Structural 1. Please provide the following information on the design of the 4' -0" openings in the existing structural slab. a) Minimum edge distances, to fully develop the rebar grouted into the existing concrete. b) Specify, on the drawings, the maximum number of existing reinforcing bars that may be cut at the new openings. 2. Please provide the following information on the design of the pile caps. a) Refer to comment la. b) Minimum code required lap length between the new 4 #6 reinforcing bars grouted into the slab, which replace the #i6 top bars cut by the new pile cap installation, and the cut reinforcing. c) Specify, on the drawings, the maximum number of existing reinforcing bars that maybe cut to install the new pile caps. Please call if you have any questions. Sincerely, Bridget Smith cc: Ruhl -Parr and Associates Newport Corporate Center 3625 132nd Ave S.E., Suite 100 Bellevue, Washington 98006 -1399 v4-1 ,771#1" •de-4-1-v-x7 /1/2e4t 2140/ d•ifr:„„ 4444:=44 3;000 1;‘, .14;‘,c-r-leZvo frto,'‘,/e; .4 aot "avi4-1"A" e;4v- /eA, ,ded oofrteze 04,a ,tiz4Z-), 04 • TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM •.141/. at. L. O , A. Ai . . J . << .- !� 20 -4 • r ' -- - - 4 11116 / 4444111% 4444111% • .i L4 iii.. 1 Al C4 -t .. ,`. :Al 1 -t1/160/ 4 1 1..� • A ALI • pzumj 4- 5419 Notta_c) (10 /T2.MEMO) 2 TAV JACOBS, VISCONSI & JACOBS CO. SOUTHCENTER SHOPPING CENTER, 633 SOUTHCENTER SHOPPING CENTER, SEATTLE, WASHINGTON 98188 206-246-7400 September 20, 1988 Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: FOOD COURT SOUTHCENTER MALL SUBJECT: TEMPORARY EXITWAY FOR FOOD COURT CONSTRUCTION Dear Mr. Griffin: To confirm our recent discussion regarding the temporary exitway for Food Court construction, I have attached an 81 x 11 drawing of the exitway configuration for your review and approval. Related to the construction of this exitway, the following items shall be incorporated: 1. Existing fire sprinkler system shall be modified to provide adequate coverage for the exitway per NFPA -13 requirements. 2. Fluorescent light fixtures will be chain -hung at approximately 12' -0" heighth. 3. Finish floor will be a vinyl composition tile. 4. Two each double exit doors will be located at the south end of the exitway. Each aluminum storefront door will provide an exit width of 6' -0 ". 5. Emergency exit light packs will be located in the exitway as well. 6. At the exterior exit doors, existing stone veneer will be removed from sidewalk elevation to underside of the canopy. New storefront will be constructed into existing metal stud work. See attached demolition section "A" dated September 20, 1988. Griffin Letter September 20, 1988 Page 2 of 2 7. Wall construction shall consist of full heighth 6" x 20 ga. metal studs at 24" o.c. with 5/8" gypsum drywall on exitway side of wall only. See attached wall section no. 1 dated September 20, 1988. Please understand that during late stages of construction the exitway alignment may need to be adjusted to allow completion of ceiling and floor finishes. It is our anticipation that a majority of this work will occur after business hours. As we get closer to these stages of construction, we will review the contractor's plans with you. This letter and attached drawing shall serve as our confirmation of the proposed exitway configuration. If you should need more information, please call. Sincerely, Michael R. Johnson Project Coordinator MRJ:th Encl. cc: Butch Burbage JVJ Loch Anderson - Fourschee & Assoc. Keith Masters - JVJ 0. J.,,t•-•,- ,11140 4--- ..,..„.. _.... _ ...4_,•_••ft _ .......• ....... . 11 • % I • I 1. • __Asf....... • 0.... e , VI!. • 'AM:. Taw Ahatie erm.: xt 1144%r • I •17 ,••••• ••• rat( rocoo 042(44T ex•AWrobiclIco%) • . — moor 444•0 PILAW ilk' ; $14 tf4; 14 1 *Tg .4.b 111097.4. *wet 2 Wu.* or g4t;' I 041 s'i: VSTAI.. *TV . i 14* ..c, ,, Du gve •.0 PICINI. CVER ' Ce....TIM• Vrt■Vt. • (241F- P.A. c(E•O'D r- 0 _ . 1 ' I* • ----4— iso,!G A I.. 1 \-- I 6.. 411." MIMI GirAT6 i )04904, u. 2 1.:4241" 0■1.4.5 0,1“ I I TH INC, Or, , • ‘e Pet A/A.1 . 0 i ■ gov EP SSVAI., 4 t I • W.l. Ma. Alt ow e .. N. . ... . • ' " • : : • 2 tA•MICS a 74. /A 1.L. Z 4"; 4 : VE4; 0 .1 li Go" C "Mr *OP; • p I.4.• • . C.: 2 44R edit ' ■ ....g. 11.....,. .--‚..-•• ..... . - ' - • 1 - New aysli.. 114MiL wool — vitopie. empty .•••• p4 ovom wm rIT. 0/4-1 • "T�4 /10 NOU214.41. AA41.4 MVO liwd, Ofm. MI., Ott ,NTL (90.4 f ArArsaill I • :T. Lb..,.0: ... i ...c.,441 . ii. 141 - II— - -------114, HII 0 0: 0 . 9 II II Hp H • . FLoost To goal wow. wrri4 Gyro. . bvTafelest &We auuy --,,Ms1404,4) ge.e," dui Ec.1Q"T 909 -86 DEMO. SECTION he titt 9+.••04• Omit 9- Zd- 8$ . 4. fhsTBN To Loy./ A-ir aF KooP nEGK aN1.1' 4" GPLYWALL oNE -sioE OF LY oN (p11 X 206k MHpL STUQ4 e fpte 4, PANT hen sPAu , 41VFENiR )(ITWAY INV-AloK �acepos l 4 rhvnENEP, taw.. SIX uc.Tu 51A6 . } 4-I #rMr. XITWA ( \NALL GDNgr, ►�., 9 -20-95 F J � (ATA JACOBS, VISCONSI & JACOBS CO. SEP 14 1988 SOUTHCENTER SHOPPING CENTER, 633 SOUTHCENTER SHOPPING CENTER, SEATTLE, WASHINGTON 98188 206-246-7400 September 14, 1988 Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: FOOD COURT SOUTHCENTER MALL SUBJECT: TEMPORARY EXITWAY FOR FOOD COURT CONSTRUCTION Dear Mr. Griffin: To confirm our recent discussion regarding the temporary exitway for Food Court construction, I have attached an 8i x 11 drawing of the exitway configuration for your review and approval. Related to the construction of this exitway, the following items shall be incorporated: 1. A platform over the 21' -8" wide exitway will be constructed between GRID 'V' and GRID 'Y' (as designated on the attached drawing). The underside of the platform will be 12' -0" from finish floor. Platform construction will consist of heavy guage metal floor joists spanning the corridor width. The underside of the platform will be faced with 5/8" GYP BD. Top side of joists will be covered with plywood decking. This platform will allow construction activity to occur between the platform and underside of roof deck. Fire sprinklers will extend through the platform to protect the exitway. 2. Existing fire sprinkler system shall be modified to provide adequate coverage per NFPA -13 requirements. 3. Fluorescent light fixtures will be chain -hung or attached to GYP BD ceiling at approximately 12' -0" heighth. 4. Finish floor will be a vinyl composition tile throughout. 5. Two each double exit doors in aluminum and glass storefront will be located at the south end of the exitway. Griffin Letter September 14, 1988 Page 2 of 2 6. Emergency exit light packs will be located in the exitway as well. Please understand that during late stages of construction the exitway alignment may need to be adjusted to allow completion of ceiling and floor finishes. It is our anticipation that a majority of this work will occur after business hours. As we get closer to these stages of construction, we will review the contractor's plans with you.. This letter and attached drawing shall serve as our confirmation of the proposed exitway configuration. If you concur with the above, please sign in the signature block below and return to the above address. Sincerely, Michael R. Johnso Project Coordinator MRJ : th Encl. cc: Butch Burbage - JVJ Loch Anderson - Fouschee & Assoc. Keith. Masters - JVJ Mr. Duane Griffin Building Official City of Tukwila 9.144. IRE : TGMPoRAKY iJITWAY moo" Coast! ComSlbt ctl pN V.M�.C. WeP.mN 144 YILwee 1, ow Yativ.4 /- ,,) •— 1040.14r NI I 444411,1-1146 ?GC. N m tV,14. 11u.1.7 wOW. N•..g. N•I4. U141, sow. -- • - •�1 — • "`•"'mil 2 MYer. •p ;' . rot,N+ut. 1 I . • OH NNI. *TV 14..G. 1 1H14 N/LE UY P T4C L 014 Me tR.9RYwr MICR s .� .. e*I4m1A vR•1w1� may 0 �tNG• 1Swert www jj� 2 U;TER4: e;. '4' t.R. VL- /At.t. E 4;vFisi 1 p 11 4." NOT . l r ) p i.•• •.G. ZMR P.R CEO'9 I N.,I L, - ■ _44 _ TYPICAL 15 • 411 Titi[i.+NATi 1 A145e8 u. 2 wdllier 0g..4 eV • I*.44 IITN INC: eF y 'ltOVEV tS6'JAI•. 1 Y[��.,aj.�J7 tit Par. A: A -.o 1)I v icoUKT . Ls ?NA., - 1 -- Auc1 /4 -1 Ntw /M LM7.7 ••? amt. wiuuw 1 Na101A1. ry Ni 1�. ram P. EXITv✓AY v/ %>LATFar2M Liro me-o" PROM FIN. FAA Ta vv. axI TWA 1r Nfri/ N6TAL. STurO WALL FLexpvt lb Ut1lOa" 114E of IMF WI n4 woo. Ko . /'NT7E4104 Feces. oNgY — IEII.I44 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: (iviA-, El:de FROM: DATE: ci- 13-88 SUBJECT: 94.4.4A-Lo-o• • • •. •• • 4 ALA 0,11111 . • 41.-A4-.A164 ..A. . L1 /1_41 49AL... L ...1A-1 Lue ,11 1. t.- 3-011 /�.11 a 1 a L .� ice► .1 1 .�� L. .4° 1 - 1 +- �. 111.....1.1 V . A. 1 , ..... .1! 4 /.r L!..1i.(... 1 i 1 .�J 1'1 •'.l —( • 1 • L/. 1 /u, 11 a 1 (10 /T2.MEMO) Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 September 12, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -09 (South Center Mall Food Court) Dear Mr. Griffin, S E P 141988 We have received additional information on the proposed project and have reviewed the structural portion for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit 2 copies of revised drawings and one copy of revised calculations as required. Structural 1. Page 200 of the calculations states that the existing beam B12 can not carry the new brick load. Please provide calculations showing which members carry this new brick load and the design of these members. 2. Add note 2 from Sheet S4 to the roof plan on Sheet S5. 3. The connection of the C6 to W18 in Section K on sheet S8 is still unclear. The bottom flange of the W18 appears to be broken for the C6 connection and it is not clear where the C6 end plate attaches to the W18. Please revise as required. 4. In Section B on sheet S5, 6" of 3/16" fillet weld (3" at each angle), attaching the two diagonal angles, does not appear to be adequate to transfer the shear force. Please revise the detail as required. 5. Provide calculations checking the existing beam in Detail E on S7 for the lateral loads imposed by the diagonal C3- 5/8's. This check should include but not be limited to weak -axis bending and torsion. 6. Please provide the following information on the design of the 4' -0" openings in the existing structural slab. a) Calculations showing that the column strip reinforcing remaining after the 6' -0" opening is cut is adequate to handle the dead loads. This is prior to the new reinforcing being installed. b) Minimum edge distances and allowable loads for rebar grouted into existing concrete. c) Minimum code required lap lengths between the new reinforcing which replaces that cut by the new opening and the cut reinforcing. d) Specify on the drawings the maximum number of existing reinforcing bars that may be cut at the new openings. September 12, 1988 Duane Griffin City of Tukwila Re: 88 -T -09 Page Two . Please provide the following information on the design of the pile caps, a). Information on how the cutting of structural slab reinforcing, by the installation of the pile cap at the similar section A on Sheet S3, is to be provided for. b) The calculations requested previously showing that the soil around the new pipe pile adequately braces the pile against buckling. c) Refer to comment 6b. d) Minimum code required lap length between the new reinforcing which replaces that cut by the new pile cap installation and the cut reinforcing. e) Specify, on the drawings, the maximum number of existing reinforcing bars that may be cut to install the new pile caps. Please call if you have any questions. Sincerely, Bridget Smith cc: Ruhl -Parr and Associates Newport Corporate Center 3625 132nd Ave S.E., Suite 100 Bellevue, Washington 98006 -1399 =1� Mahan&DeSalvo 1 ERI4T M0011 Oct cl06 11 pi 1C•::.-40-reetz- g-cs ti'9dyi us, , ' -*r• • CeivVbx Cira410/4 fttivetE ins$4.4 -- 042 t . C kw-a . t. y J 1' 1/Aftwf 71Ct.1■4 5 ''(/14`1 Woif, ,&4' PT7 -56c- 64-i- i eS7iNc 6•C°AkCIV*4Se;754Ai 1 Vl 1 VgeZkt°t+g, 24 k%r% VV) ta•G ?GUak 1V15pGCktc -AA ''PkrloV` over ;'vco.• • Mt e...c\c\nv,,tik,S•c. £- J.V.S. ov,'6 11 ▪ ' 1\ 4i j ►v�-� \e\o . �t�,� 1v�s6c.�l0IA, £• �ooc C 00 ro„ AA, /444 cam, ) c.cc air-- S • c.k••,./ vet,A c r.� . , Ne- • C VA, CLk taw ff.. st � -� c rcTd 10 / V /e \ • fc ' • . • onvA . : w osG test l �� �G t - L.A° err Y.C.1" ekkkh Co\Pc. G2a- ' 3 •x.5. tor.,‘ S(cC\oeS r oar 164AOIA • \eC1 1- Inr. �u �w ck tA k1�v•cc � 1'c . l.v.3 l Ids == TtK�srCcwiq wed 0ct O 41t WC.l�. log 11itL)k`COMA. 4 `pre. \re`0c4M.44. CoV'vtt;e' cCe4ViC0c t 1 • j\d eA, sov,e, 4 66/ CA . g c.k4c v t: T 4w-Aq %Iecr)c )(6A b- .‘.‘6 5- ' C 604 AlOtA cL4.. r G1L, Ga;N. • ova ec. I� 1,1k1. J • 4?4c5 o e \ ' doe'. :nK d iq,ln �\t Qstocer..4L, , k.e s•V. s . Sod ;*. Pa� -rye x•scava . 4 Sirspoimay-F6K.— Lty 47.Amitel Pe.vm\A- 0 5 4r(pchtokttio 41 doe. -16" ,:cf.. L. 0\AAPAI' • 4A144\ (Golf 6pircAltv Ftat4 4 KS. ree10656i Jwc)r 67%,14..‘ . ( ^oKt) u/ MUL. 4 c4feiirs fG,rwtt . J.V, ‘). FvoFebeci 4 Wev-k . 010. cScwt.O motor ' . QevWwtk. r ZbSZ --;;c5e1 Coot,* Ntea-tw.69 1 -8 -80 It loolinel IA() IA() Ct)Omek -4 tProcr cl. leAr rwi1-f • /I �. &nCel Lo (Ac \O 1O C, X Ju) I , c C. CtIclUe. Q 0.& Srccd Coouk. co dYt oc, will be- csWok 1SCcc YeFiacc, Q 6 61446 Voork‘ t c) Ca t q 10c cle.w. ftpiz out- 6-g- use. . k o Okacc55 ocKh . C.v� l l . �G aocula 1A1 lt_ go r c&or e LPk- 056 --- 1 ' y Ivaw ' 6ca-k-c4.- 4. arcc1/4 C uak Y by vtnoOe \c, 08\4- wt cAl;Ar-? u)re,44- ouk.s■ele, sc,014c, .� \-0.,(1/tA CZ-4ektrod -k- ne. acLk e s • ,c, Govol do trop o& -fie. �G-- u�Av�,` Qac. -5 4^6 Piro . C rOANted • V10 Coonw. GtAk • JACOBS, VISCONSI & JACOBS CO. SOUTHCENTER SHOPPING CENTER, 633 SOUTHCENTER SHOPPING CENTER, SEATTLE, WASHINGTON 98188 206-246 -7400 August 26, 1988 City of Tukwila Attn: Bob Benedicto Building Department 6200 Southcenter Parkway Tukwila, WA 98188 RE: SOUTHCENTER FOOD COURT SUBJECT: STRUCTUAL REVIEW COMMENTS Dear Mr. Benedicto: Enclosed are two (2) sets of structural review comments by ABKJ in response to questions raised by Mahan and DeSalvo in their letter to you dated August 15, 1988. In addition, attached is a revised set of Structural Calculations as well as revised drawings reflect- ing changes described. At your request, I am hand delivering sets of the above directly to Mahan and DeSalvo to expedite their review. Thank you in advance for expediting this review and subsequent issuance of the building permit. Sincerely, Michael R. Johns Project Coordina MRJ : th cc: Butch Burbage - JVJ Larry Kuns - JVJ Bob Anderson - ABKJ Encl. Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 August 16, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -09 (South Center Mall Food Court) Dear Mr. Griffin, We have received information on the proposed project and have reviewed the structural portion for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. In the Structural Notes, call for the following shop drawings to be reviewed by the engineer: 1) Structural Steel 2) Reinforcing 3) Metal decking 4) Metal Studs 5) Skylight framing 2. In the Structural Notes call for special inspection per Section 306. 3. In the Structural Notes call for the skylight design calculations and drawings to be submitted to the City of Tukwila for review. 4. In Section F on sheet S1 specify the maximum size of the new slab opening. Also specify where Section F is cut in plan. 5. Provide calculations for the design of the new concrete beams in the area of the new entry. 6. In the calculations clarify the locations of the existing concrete beams checked. The call -outs do not appear to coordinate with the grid lines on plans. Page Two August 16, 1988 88 -T -09 7. Provide more detailed calculations of the new beams around the 4' -0" openings in the ground floor structural slab. These calculations should include but not be limited to the effects of torsion on the beams caused by the transfer of tension forces from the existing slab. In addition, in Section D and E on sheet S1 provide new reinforcing bars in the new beams to be lapped with existing slab tension reinforcing. Laps must be capable of transferring full tension loads in existing slab reinforcing. 8. Modify and design the additions to the existing pile caps in Section A on sheet S3 for all applied forces. This includes but is not limited to flexure at the bottom of the cap, punching shear at the pipe pile and beam shear at new concrete. In addition provide calculations showing that the drop panel remaining is adequate with some of it's reinforcing cut for the addition of the pipe piles. Provide calculations showing that the soil around the new pipe pile adequately braces the pile against buckling. 9. Provide calculations showing that existing roof purlins are adequate for increased loading due to drifting snow at skylights and mechanical units. 10. Provide calculations showing that existing beams along grid 42 and 43 from grids BB and Z and along grid 40 from grid V.5 north are adequate for the modified loads due to the new skylights. 11. Provide complete calculations for the design of the strengthened beams along grid 39 and 41. Also show that existing columns are adequate to support additional loads. 12. In Section F on sheet S5 specify if new channels are to be broken at existing beam splices. 13. Specify on the drawings the maximum allowable weight of all roof -top mechanical units. Also provide calculations showing that existing beams are adequate to support new mechanical units. 14. Provide calculations for the design of the shear plate beam connections in detail B on sheet S8. 15. In Section D on sheet S8 specify the minimum length of the weld for the 3/8" plate to WF beam connection. 16. In Section E on sheet S8 clarify the location of the W27 with C15 and W21 with C12 support beams. Locate and reference these beams on plans. 17. Where is Section G on S8 cut? 18. In Section K on S5 clarify the connection of the C6 to the W18. Is the bottom flange of the W18 to be notched? If so, please provide calculations for the notched W18. 19. In Section N on S5 specify the maximum allowable dimension the W8 may be coped. Mahan &DeSaivo Page Three August 16, 1988 88 -T -09 20. Provide an explanation of the lateral force - resisting system and provide calculations showing how the seismic value used for moment framing was arrived at. Indicate locations of existing lateral supports. 21. In Section A on sheet S5 provide calculations for the design of the connection of the plates which make up the new WT section. 22. In Section B and C on sheet S5 provide calculations for the design of the connection of the new WT to the existing pipe column. Also provide calculations for the anchor bolt design at the moment frames. In Section B, specify the minimum weld length required for the 3x3x3/8 angle. 23. Provide calculations showing that the existing roof purlins and connections are adequate for dragging the collected lateral force to the moment frames. 24. Provide calculations for the design of the braced frames and all connections at the new entry. Also provide calculations for the design of the entry arch for north /south wind or seismic forces. 25. Provide the following for the brick to exist precast panel details K and L on S7. a) Size of the backing plate. b) Design calculations for vertical and lateral loads. c) Spacing of the C6 studs. 26. In Section J on S7 clarify the note concerning horizontal bracing. What type of member is it and where it is located? 27. Provide calculations for the system of hangers and members shown in Sections G and H on sheet S7. Include both lateral and vertical loads. 28. In Section A on sheet S7 provide the following: a) Explanation of the function of the diagonal C 3 5/8" stud. b) Spacing of the C8x11.5 at elevation 11' -5 1/2 ". c) Explanation of the method of support for the brick veneer. If the angle at approximate elevation 21' -8" is to take lateral load only, provide a slotted connection to the studs. d) Provide bracing for the W12 bottom flange at elevation 21' -8 ". e) Calculations for both the lateral and vertical load- carrying system and all members and connections. 29. In Section B on sheet S7 provide the following: a) How is the brick veneer laterally supported at elevation 31' -0 "? b) Explanation of the diagonal C 3 5/8" studs, C6 studs at elevation 17' -7 1/2" and the function of the 2" straps. c) Explanation of the method of support for the brick veneer. Any angle taking only lateral load should be provided with slotted connections to L Mah iiiDeSaIvo Page Four August l6, 1988 88 -T -09 d) Provide bracing at the bottom flange of all WF beams with lateral support angles. e) Calculations for both the lateral and vertical load- carrying systems and all members and connections. 30. Modify Section C on sheet S7, brick veneer can not carry vertical loads other than it's own dead load. 31. Specify the size of the welds to be used for the welding of steel less that 1/8 of an inch in thickness. Specify the grade of steel to be used for sheet metal members. Please call if you have any questions. Sincerely, Bridget Smith cc: Ruhl -Parr. and Associates Newport Corporate Center 3625 132nd Ave S.E., Suite 100 Bellevue, Washington 98006 -1399 Maihan&Pe5aav© Mahan &De =Salvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624 -4488 August 16, 1988 Duane Griffin City of Tukwila 6200 Southdenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -09 (South Center Mall Food Court) Dear Mr. Griffin, r�(3 17 P.,;18 We have received information on the proposed project and have reviewed the structural portion for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. In the Structural Notes, call for the following shop drawings to be reviewed by the engineer: 1) Structural Steel 2) Reinforcing 3) Metal decking 4) Metal Studs 5) Skylight framing 2. In the Structural Notes call for special inspection per Section 306. 3. In the Structural Notes call for the skylight design calculations and drawings to be submitted to the City of Tukwila for review. 4. In Section F on sheet S1 specify the maximum size of the new slab opening. Also specify where Section F is cut in plan. 5. Provide calculations for the design of the new concrete beams in the area of the new entry. 6. In the calculations clarify the locations of the existing concrete beams checked. The call -outs do not appear to coordinate with the grid lines on plans. Page Two August 16, 1988 88 -T -09 7. Provide more detailed calculations of the new beams around the 4' -0" openings in the ground floor structural slab. These calculations should include but not be limited to the effects of torsion on the beams caused by the transfer of tension forces from the existing slab. In addition, in Section D and E on sheet S1 provide new reinforcing bars in the new beams to be lapped with existing slab tension reinforcing. Laps must be capable of transferring full tension loads in existing slab reinforcing. 8. Modify and design the additions to the existing pile caps in Section A on sheet S3 for all applied forces. This includes but is not limited to flexure at the bottom of the cap, punching shear at the pipe pile and beam shear at new concrete. In addition provide calculations showing that the drop panel remaining is adequate with some of it's reinforcing cut for the addition of the pipe piles. Provide calculations showing that the soil around the new pipe pile adequately braces the pile against buckling. 9. Provide calculations showing that existing roof purlins are adequate for increased loading due to drifting snow at skylights and mechanical units. 10. Provide calculations showing that existing beams along grid 42 and 43 from grids BB and Z and along grid 40 from grid V.5 north are adequate for the modified loads due to the new skylights. 11. Provide complete calculations for the design of the strengthened beams along grid 39 and 41. Also show that existing columns are adequate to support additional loads. 12. In Section F on sheet S5 specify if new channels are to be broken at existing beam splices. 13. Specify on the drawings the maximum allowable weight of all roof -top mechanical units. Also provide calculations showing that existing beams are adequate to support new mechanical units. 14. Provide calculations for the design of the shear plate beam connections in detail B on sheet S8. 15. In Section D on sheet S8 specify the minimum length of the weld for the 3/8" plate to WF beam connection. 16. In Section E on sheet S8 clarify the location of the W27 with C15 and W21 with C12 support beams. Locate and reference these beams on plans. 17. Where is Section G on S8 cut? 18. In Section K on S5 clarify the connection of the C6 to the W18. Is the bottom flange of the W18 to be notched? If so, please provide calculations for the notched W18. 19. In Section N on S5 specify the maximum allowable dimension the W8 may be coped. Mahan &DeSalvo Page Three August 16, 1988 88 -T -09 20. Provide an explanation of the lateral force - resisting system and provide calculations showing how the seismic value used for moment framing was arrived at. Indicate locations of existing lateral supports. 21. In Section A on sheet S5 provide calculations for the design of the connection of the plates which make up the new WT section. 22. In Section B and C on sheet S5 provide calculations for the design of the connection of the new WT to the existing pipe column. Also provide calculations for the anchor bolt design at the moment frames. In Section B, specify the minimum weld length required' for the 3x3x3/8 angle. 23. Provide calculations showing that the existing roof purlins and connections are adequate for dragging the collected lateral force to the moment frames. 24. Provide calculations for the design of the braced frames and all connections at the new entry. Also provide calculations for the design of the entry arch for north /south wind or seismic forces. 25. Provide the following for the brick to exist precast panel details K and L on S7. a) Size of the backing plate. b) Design calculations for vertical and lateral loads. c) Spacing of the C6 studs. 26. In Section J on S7 clarify the note concerning horizontal bracing. What type of member is it and where it is located? 27. Provide calculations for the system of hangers and members shown in Sections G and H on sheet S7. Include both lateral and vertical loads. 28. In Section A on sheet S7 provide the following: a) Explanation of the function of the diagonal C 3 5/8" stud. b) Spacing of the C8x11.5 at elevation 11' -5 1/2 ". c) Explanation of the method of support for the brick veneer. If the angle at approximate elevation 21' -8" is to take lateral load only, provide a slotted connection to the studs. d) Provide bracing for the W12 bottom flange at elevation 21' -8 ". e) Calculations for both the lateral and vertical load- carrying system and all members and connections. 29. In Section B on sheet S7 provide the following: a) How is the brick veneer laterally supported at elevation 31' -0 "? b) Explanation of the diagonal C 3 5/8" studs, C6 studs at elevation 17' -7 1/2" and the function of the 2" straps. c) Explanation of the method of support for the brick veneer. Any angle taking only lateral load should be provided with slotted connections to =,�''� Mah ri1 DeSalvo Page Four August 16, 1988 88 -T -09 d) Provide bracing at the bottom flange of all WF beams with lateral support angles. e) Calculations for both the lateral and vertical, load- carrying systems and all members and connections. 30. Modify Section C on sheet S7, brick veneer can not carry vertical loads other than it's own dead load. 31. Specify the size of the welds to be used for the welding of steel less that 1/8 of an inch in thickness. Specify the grade of steel to be used for sheet metal members. Please call if you have any questions. Sincerely, Bridget Smith cc: Ruhl -Parr and Associates Newport Corporate. Center 3625 132nd Ave S.E., Suite 100 Bellevue, Washington 98006 -1399 City of Tukwila 2400 Columbia Center 701 Fifth Avenue Seattle, WA 98104 -7005 Office Of The City Attorney (206) 624 -1040 August 17, 1988 Mr. Duane Griffin Building Official City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Re: Proposed Food Center Dear Duane: You have requested our opinion upon the question of whether a remodel of space proposed for a Food Court at the Southcenter Mall, in accord with certain standards proposed by Ruhl -Parr and Associates, can be permitted under the 1985 Uniform Building Code (herein UBC). The Food Court would be located within a portion of the Southcenter Mall which was used previously as a grocery store. The Food Court use of the space as a dining establishment would constitute an assembly area occupancy. Southcenter Mall is a Type II -N building. Mall representatives have stated it is not economically feasible to build a Food Court with an occupant load of less than 500, and their proposal therefore contemplates such an occupancy load. The proposed modifications to the space are set forth in a letter to you from Jerry A. Ruhl of July 29, 1988. Since that date you have met with Mr. Ruhl and other representatives of the mall and the proposed user. Some further details of the proposed modifications were presented at the meeting, but no plans and specifications have as yet been submitted to the City. You have also received a further letter from Mr. Ruhl dated August 9, 1988, setting forth in further detail the scope of the eight proposed modifications. Copies of the two letters from Ruhl -Parr and Associates are attached hereto and incorporated herein by reference. Mr. Duane Griffin August 17, 1988 Page Two You have reviewed the proposed modifications to the space and have made certain determinations respecting the subject space in its present condition, and the condition of the space in terms of the hazards present if the space were remodeled pursuant to the Ruhl -Parr proposals. Your determinations, which are central to our opinion, are as follows: 1. The existing space for the proposed Food Court does not conform to existing code. 2. If the additions or alterations to the portions of the structure to be occupied by the Food Court are completed pursuant to the proposals in the Ruhl- Parr letters, the space will be no more hazardous, based on life safety, fire safety and sanitation, than before such additions or alterations were undertaken. Indeed, it is your opinion that the space, if modified as proposed, would be less hazardous than at present. Upon the basis of the foregoing facts, and particularly upon the basis of the two determinations you have made and which I have noted as being central to the opinion you request, it is our opinion that the City may permit the work pursuant to that portion of Section 104(b), which provides in part: "Additions or alterations shall not be made to an existing building or structure when such existing building or structure is not in full compliance with the provisions of this code, except when such addition or alteration will result in the existing building or structure being no more hazardous, based on life safety, fire safety and sanitation, than before such additions or alterations were undertaken." It is our further opinion that it probably is possible to permit the work under the Exception to Section 502 of the UBC. There is, however, some question as to whether the proposed alterations could be permitted under the Exception to Section 502 of the UBC. The Handbook to the UBC, by Mr. Vincent R. Bush, places some doubt upon whether the proposed additions and alterations can be permitted on the basis that the Mr. Duane Griffin August 16, 1988 Page Three space as remodeled, would be less hazardous than it is now under the existing or prior use. Mr. Bush suggests in part of his comments to the Exception to Section 502 of the UBC that the applicability of the Exception turns on the question of whether the proposed or new use is less hazardous. He appears to indicate the inquiry is made without regard to the condition of the space in terms of fire and life safety and sanitation for prior use before remodel and after use following remodel. If this is indeed what the Exception provides, it would require the space be remodeled to conform to all requirements of the code for the new use because use involving a dining service is more hazardous than grocery store use if considered in the abstract and without regard to the before and after condition of the premises. Another portion of the Handbook related to the Exception to Section 502 of the UBC provides that the Exception grants authority to the building official to require compliance only with those code requirements which he feels are necessary, commenserate with the hazard involved in the new use. Under this interpretation of the intent of the Exception to Section 502 of the UBC, you can permit the proposed work and use because in your opinion the space as remodeled will be less hazardous for use as a food center than it now is for use as a grocery store. In our opinion, the second interpretation of the Exception to Section 502 appears more reasonable and more in tune with the objectives of the UBC. It is our opinion therefore the City may permit the proposed work under Section 502 of the UBC and that it probably also may permit the work under the Exception to Section 105 of the UBC. GMH /rj Yours very truly, OFFICE OF THE CITY ATTORNEY George M. Hartung _LS7n -Ong TO: ATTENTION: JACOBS BROTHEF JOMPANY JACOBS BROTHERS CONSTRUCTION COMPANY OF OHIO 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 (216) 892.2300 E City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 LMr. Duane Griffin SHIPPEI(A FEDERAL EXPRESS Carrier TRANSMITTAL LETTER DATE: August 17, 1988 DRAWINGS REC'D• PROJECT: Southcenter Mall LOCATION. Tukwila, WA BLDG /UNIT Food Court WE ARE FORWARDING TO YOU HEREWITH UNDER SEPARATE COVER ❑ . THE FOLLOWING: COPIES DATE NUMBER DESCRIPTION PREPARED BY 2 8 -16 -88 Addendum #2 C.R.D.S.I. 2 8 -16 -88 Revised Division 17 11 2 8 -16 -88 Revised Builders Hardware Schedule 1r 2 sets : — — rti Wu Archit- ur. s ,'•• It 2 s -ts 2 sets I . ::: 8 -16 -88 S -3, 4, 7 Arch' a+s s _ , ' , • 11 Structural Drawings ABKJ 2 s s :— • — . u '— M- _,' 'I• Stecklow .►is • I - _ _ _, , I • Stecklcw INIMMIONNIIMMIIIIIIIII EI For YOUR ❑ For YOUR review and comment. approval. Please return ❑ Approved. Forward additional prints for our use. ❑ Approved as noted. Please correct and submit ❑ Not approved. Correct and resubmit for approval. ❑ For field use. ❑ For your files. ❑ Other prints indicating approval or correction necessary. prints for our use. ❑ Per your request. ❑ For bidding purposes. Remarks' CC: M. Johnson Copies to: JBC /Jan. '86 By BUTCH BURBAGE TO: FROM: DATE: SUBJECT: City Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM C r Ev_ - \L6 -195 0 -18-� AttO t Eta �C -cam aE� "moo 155_D .Ar }ry ac- uIR4L Al a NS -iQo M Gsto 5ezolce5 ("U R_ OF-Fic-s Today . (10 /T2.MEMO) RE: 00 PERSON CONTACTED: PERSON CALLING: DATE: ED- i5' FF M INFORMATION ITEMS: • 0341,1& TELEPHONE MEMO OS- IBS 244 -'-ooO .0 A 1- 6+ 64,4212(61 (t)ota4t.cr-g(44. TELEPHONE MEMO RE : 'i"G 7 Cott R.' j'" - ..�o. CTi . N144-L 1 2- .r to u 8p, -195 '`P z ‘4' PERSON CONTACTED : ---� R �G'1..wkL, t�L -FAR 4�. 644- 4ct0 d 7 t_._ t,■ PERSON CALLING: DATE: 0- I 0-SS INFORMATION ITEMS: \/.9 .FOL.t_o(.OI NC rr: LE TEE- aF `i411C4o8 IoM 12.04L -?4 1. Tawv 5 , 1. 'DRAFT' CoczTAft11 OF APPCopR%ATe W -� U ks 4 P � q(20(IT5GTURA, VETAIL 1s."- Two -i. (.BALL 5E A'PATtot4 la)t_i.L �XT�.I�iD 1)_01.L34 �tRoM C61L114 tom" LeA T 1_ J c)4'9 ¶ 4E. Paeos E t i' C s L -MICA L 1 N E (-r T1 E CtieTAr1 N' UAL ' C A CorTI NW CATION OF T14t= Z - sTR c.TION • 6eFtI ACION WALL. i 1S tS Acc.OMpusvk .o C Rasz.t c 1I-46 Foot) Co 'M17 T'L. ESN — -eNA \rce- Ce.) I LL -co m-(IS 1 'T c•� Cam. ) J N Cw 1 -�"' - I11• & t LL 1 L a'rLier c1J15E M s A At4D '-n-I I s cad c t.c R) t `! vYLIO� 1 1:30 8- - °v v - �- N ohs ---- -- pl Is e. 1:11N. D G 2 aixt1 N AT•S7cw . 10-0-1 t-E3c5 C <14AD G '- ic;t4S uS c- �ccRQtt4CA C E NCB, T-RoTsoT1o“ 16aet4 t4GUSstltC1 ' ,StX31LtI of (300 11E-e ) cvtL . L. Z2- :t?J S(O . RA-ru ct, cusp. auDt3 11J0 `RAi - o SLX•9 • ce-kd Ac- Wclyl-n ��s Yb &P-02 gou) cAto,k 6INAOKE Parz_A--goc Prve. J � caisvikacnot,i 60/ C> t'tipsz... 4 iv ti ev0^1 c' stoke 11 "Fltee coNvtl-tot .1S looc 1-1,•1c. (4 V okc w/ > z«ao cvm .509941 Mess P sN 6FF , at_t.az -Dmot D ease.. �r_�nrir�w:: sSc \e TEMS ( C,1 PC.A,t.L.eA O�SK 1EX) Fi(Z_ .- MoK.E. e= ovt•tto L... fehI,(V- Cotw lavouti kat:, c 40 • 44it ara,t4414-- cot- • $°6 doval G datatA c c c4.04 . w:ite ,,t.erta4A- carol. 0-tAtik SLL 4444-„ cLzu-LA -44Art& ,JQ' - .0 WIC II� 446 a,�,... A. Jac v 46‘ ,�� R c 'Mnf1 oascrf Architects Planners meoCcIlaaae ' I AUG* - 9 1988 A Professional Service Corporation August 9, 1988 87 -118 Mr. Duane Griffin, Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Our meeting of August 5, 1988 Proposed Food Court /Remodel Southcenter Mall Duane: This letter is to confirm the items discussed in our meeting last Friday. I would, on behalf of Center Ridge Design and ourselves, like to thank you for your prompt response to our letter to you of July 29, 1988. In our meeting, you indicated that you could accept (conceptually) the issuance of a Building Permit for our improvements not based on Section 103 through 105, but on Section 502 under the "Exception," referring to the eight items contained on page 2 of my letter to you, it is our understanding the following will be required: Item 1. A rated one -hour ceiling will be constructed using a "standard" exposed grid Tay -in tile system (as manufactured by Armstrong, or equal); however, a one -hour fire rating. Details and specifications will be submitted for your review. Such ceiling will cover the Food Court and will extend across the mall to a point where it intersects with the Tenant area.one- hour wall. A one -hour ceiling will also be installed in the Tenant areas. It is understood that the Tenant area ceilings are to be constructed under this permit, even though the individual tenant floor plans may dictate remodeling of these ceilings when their space is constructed. Item 2. Tenant floor plans, when submitted, will be required to show how pene- trations of the one -hour ceiling are handled. Item 3. Accepted conceptually. Had to provide details as to how accomplished. Item 4. Sprinkler deluge system in mall at the two -hour wall is acceptable. Details of operation need to be defined. Deluge would be heat - activated, while smoke exhaust system would be activated by smoke alarms. Newport Corporate Center 3625 132nd Ave. S.E. Suite 100 Bellevue, WA 98006 -1399 (206) 644 -4000 RE: Proposed Food Court Remodel Southcenter Mall August 9, 1988 Page 2 Item 5. Concern about smoke "irrigation" from Food Court portion of mall into remainder of mall was discussed. A "draft curtain" consisting of appropriate architectural detail would be accepted at approximately the same location in the two -hour wall (item 3). Item 6. While the additional exit door in itself does not pose a problem, it was felt that the entire length of travel and exit corridor widths must be checked. Item 7. Increase in sprinkler head spacing was accepted. Item 8. Steel structure supporting skylight including beams and columns down to the pile caps, must be sprayed with approved fire proofing spray to provide one -hour fire rating. (This is in addition to the one -hour ceiling requirement.) In addition to these items, the use and exiting requirements of the existing mezzanine area were discussed. As I had pointed out, this area was previously accepted as drawn by the City, however, it is now your suggestion that the janitor's closet be isolated from the exit and that a placard be placed on the stairs leading to the mezzanine limiting occupancy to no more than "one or two persons" and the use to "Mall Storage only ". If this is done, a single exit is acceptable. We have asked Center Ridge Design to have their mechanical engineer contact the Fire Marshall's Office to work out the details of the smoke exhaust /deluge system. They have indicated this will be done. It is our desire to have revised drawings back to your office as soon as possible due to the critical timing of our construction. In the meantime, if you have any questions please do not hesitate to call me. Cordially, RUHL -PARR & ASSOCI .I.A. Kuns, Center Ridge Design Richard Chapin, Ferguson & Burdell cLo-fp)A4 4-cPcorti5i (0.14 -sithoi 13.0. Apvt.A.A4 •T),altzaaexi • 4.acrA Cocuu(kaaktA Cfp; e-s-ss uzigth., CepwieirtlAkk: C&LAia AA1-triA e.c, 60Z. aleesw A-zit orzwiutAxci A.,t4 a1E-Acw h&i- 4 afitgw4e.,„ A-2-.1 -cc c.)Seerzd )-Ft ccA4.4( Mtatc-4 4 tf OCAL 4Lif2.4 I-Ot "ItAA42 11 .Lo-LU .ke.adits.„(J)-A4. oft tL o1 17.th.67v4 4401.A.lieL 4(kti4A.01..., zet,ick.8e6)..zuld..eam....4444404.-) .-Ak WAtc.I.4s-t,2A.taAa:LA.A.):aQ.e<te. riA-tgaz„.c. NO..tvwit).47.(c4.7) iito all6wed.■..(66op-e.„ .koak../qc, Z. Male .Gandttatn 4c) .67e. c(44-A4)24 6,a„;,6 1-44 „ • .„ 3. 4-AivIkz ,,d,z,ww.tys-ttoiLu 4o ,t-cc1,14;,....,,t ,A9y. Af24,LaitkleJ c4 attute, Axctw. tae, L6,11-iet VA.014 AusilA K\.0h.e,h-vt, NP144-e. _U4 ,ck • 1r1t4 Adao,,,,y, w. A..h.c„l4441:4 4,0t,u mak 0J4.4" 0-1?1)44, .04 01.K., 71/to. Ce)W-e14-7 „!-777 • . 61. qiKt 1`. gr I( ic ) f ( 'Patczewf C la149-614A4/ ndite 4,L.4-60 ovt, atitatA atw,-e BUJ its -ou? ,4- - - -1, . /vet -. ram.a,, OAAAA.eutd44- AAirA l RlK o:Parff ° meodaaem Architects Planners A Professional Service Corporation July 29, 1988 87 -118 Mr. Duane Griffin, Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, Wa. 98188 RE: Proposed Food Court /Remodel Southcenter Mall Duane: We are writing this letter pertaining to the above referenced project per your request to our Allen Wyttenbach in your telephone conversation with him on Wednesday. We appreciate the effort you are making in assisting both our firm and Center Ridge Design, the architects for the project, in trying to resolve the code interpretation necessary to move the project ahead. Unfortunately, as it stands at the time of this writing, the financial feasibility of the project is in severe doubt unless we can find a way to "get back" to the originally proposed 500 (or so) seating capacity in the food court area. The current design concept began in January of this year when Mr. Larry A. Kuns and Mr. Richard Vanderburg, both of Center Ridge Design, met with you to discuss the basic parameters of remodeling the old Lucky Food Store area of the Mall into a "Food Court ", and remodeling the south mall entrance (something that has been needed for a long time). No significant design concept "problems" emerged from this informal meeting and Center Ridge was given information on the Pre - Appiication Meeting where major code issues could be resolved. On March 8, 1988, the Pre - Application documents were filed by Larry Kuns indicating the 500 (or so) seating Food Court, the upgrading of the south mall entrance and an upgraded fire exit system. On March 17th, the Pre - Application meeting took place. At the same time written checklists from your department, the Fire Marshall's office, the Planning Department, and Public Works were reviewed. The basic conclusions of the meeting were that Chapter 7. Division I of the Appendix (Covered Mall Buildinas) to the 1985 U.B.C. would apply to our design, that there would be "some requirements relating to street Newport Corporate Center 3625 132nd Ave. S.E. Suite 100 Bellevue, WA 98006 -1399 (206) 644 -4000 c Mr. Duane Griffin RE: Proposed Food Court - Southcenter 87 -118 Page 2 improvements ", and that a smoke evacuation system would have to be proposed by the designers since specific requirements were not specified by U.H.C. The possibility of classifying the Food Court as an "assembly" area was discussed as well. This was not seen as a problem to us, as per Chapter 7, mixed occupancies are allowed. Based on the documented results of the Pre- Application meeting, Center Ridge Design began preparation of the final construction documents. At the same time a project schedule was developed based on beginning construction August 1st, 1988, with completion on or about March 1, 1989. Tenants were so notified of the project's "moving ahead,: and they too, began construction documents on their respective spaces. In other words, a great deal of time and money has been spent by a number of firms based on our preliminary design approval and we must ask your further assistance in resolving any problems so that we can construct the design concept as presented. We have been advised by Center Ridge Design that a Food Court having a seating capacity less than 500 is not feasible and that the mall owners will not be able to build a smaller -than- planned facility. With this in mind we therefore request your approval of the Food Court predicated on Sections 105 and 106 of the Uniform Building Code with the understanding that the developer would make the folowing additional life safety improvements to the space: 1. Provide a 1 -hour rated ceiling within the Food Court. 2. Provide a 1 -hour rated ceiling in all Food court units and in Units 460, 466, 472, 476 and 480. 3. Create a 2 -hour separation wall between the Food Court and adjacent tenant units 514 and 454. 4. Provide a sprinkler deluge system across the Mall on Column line 4. 5. Provide smoke exhaust in the remaining portion of the cross mall up to the intersection with the main mall court. 6. Add an additional exit door off Public Corridor 12 into Corridor 18. 7. Increase the sprinkler coverage to heads at 6' on center along the fronts of all Food Court tenants and in Units 460, 466, 472, 476 and 480. 8. Provide increase sprinkler coverage around the skylight opening. .' c Mr. Duane Griffin 87 -118 RE: Proposed Food Court- Southcenter Page 3 Section 104 (b) states, "additions, alterations or repairs may be made to any building or structure without requiring the existing building or structure to comply with all the requirements of this code, provided the addition, alteration conforms to that required for a new building or structure" and provided that the alternations will not in any way be more hazardous based on life safety. With the improved exiting. smoke evacuation system. and the proposed items listed above, our proposed alterations seems to improve life safety provisions, not make them more hazardous. It is also important to note here that the Owners fully intend to continue a program of alterations and additions to the Center. As they do so, construction and systems,, together with life safety features will continue to be improved. This should be evident by the recent Agreement between the City and the Owner wherein the Owner will extend existing dead -end exit corridors as tenant leases terminate. While these continuing upgrades are made as a part of the overall Center improvement program, there will be times when the strict letter of this code cannot be carried out. Section 106 allows you, the Building Official, the latitude to grant "•••modifications for individual cases"*". We ask that you please review the above direction we have taken together with the basis behind them. If problems remain we should perhaps try to meet in order to find solutions. Without solutions, the project will undoubtedly "die" and along with it any hopes for foreseeable upgrading of the overall Center and surrounding public areas and street improvements. Time is of the essence if we are not to lose commitments of tenants. If there is anything we can do to help you in this matter please do not hesitate to call me or our Allen Wyttenbach as this is our top priority. Again, we thank you for all the time and assistance you've given us and we are looking forward to completing this project so that the remaining improvement programs can commence. Cordially, RUHL•PARR & AS 717117-- JA. h, A.T.A. Larry Kuns, Center Ridge City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 July 21, 1988 JACOBS, VISCONSI AND JACOBS Attn: Mr. Butch Burbage, Project Manager 25425 Center Ridge Road Cleveland, OH 44145 Dear Butch: We have started the plan review of the proposed Food Court project at Southcenter Mall, Tukwila, WA. (Tukwila Control No. 88 -195). During the initial plan check process it has been noted that the project does not comply with the provisions of Table No. 5 -A, 1985 Uniform Building Code. For this reason, the plan review cannot continue until the following discrepancies or problem areas have been resolved and the plans changed accordingly. Your submitted plans indicate the project was designed under the Uniform Building Code criteria for a B -2 Occupancy Group. The code, however, requires that a dining establishment with an occupant load of more than 50 be classified as an assembly area and designed under the criteria of Chapter 6, Requirements for Group A Occupancies. The Mall is a type II -N building and therefore it appears that major design changes are required to bring this project into compliance with Chapter 6. The occupant load of this food court dining area calculates out to over 700, which greatly exceeds the maximum occupant load of a Group A, Division 3, which is 300. Since the mall is of Type II -N construction, it appears Group A, Division 3 is the only one that would apply and design criteria for that group would have to be followed. I wish to inform you that this seems to be a major design problem that could possibly affect the structural requirements of this project. For this reason, your submitted structural plans have not been forwarded to our structural plan check consultants and are being held in abeyance pending resolution of the architectural design factors in question. Sincerely, .,' .c1 ane ate f i Building Official cc: Keith Masters, Mall Manager Allen Wyttenbach, Ruhl -Parr & Assoc. ORDINANCE COMPLIANCE - PLAN CHECK NOTES PROJECT: 6L)fl-t C:em -se. FOOD COURT "EuTct-i f&arzesAe,e 2Ia!871- 4 Son MIKE: _1o4NWN.. 24Co -7400 0/1. OCCUPANCY GROUP -Z ? ,Dft eV) Ot4 Pu.)& • - REP WOTe •54r 2 OcGU9a.t4c m GkoLip CL. �J4-1o0L.D 8e A 2,1 '2. TYPE OF CONSTRUCTION ar- LStZEi___I 2cpciEI) — O, ( Fob* A-3 NoT PF,-RM MSD AZ,1 A -2.1 cccAIPAN9 •MQmI(CED L)1-10m2 .5EC too -Sec. Icy * 5b2 >`xcepTroN — �.pG o. 3. LOCATION ON PROPERTY 14.G, ('t7-56IeGclot4, (D/4. BLDG.HT. / #OF STORIES NAG, SheetJof Date: 7 -6-68 * S8 -(95 5. FLOOR AREA 1SCoIlR.'C_ nr-WAZItt ►TOR -Sf 0 ► '� .47A7;g7r/ '6. OCCUPANT LOAD_ ` -? DETAILED REQUIREMENTS g7. OCCUPANCY 0/8. TYPE IF CONSTRUCTION C.(9. EXITING • 10=01!11.1111■1.• al rrr• -._, '7=74 4- - . =t•P/M111111■" ax. —.- • ` ■ ,. ,16. LIP a%riJ). :'mliiiel'all!.ra 'ST.0415 Vi {_ 1 S.Z. �- E Fl itiai. • J$ -1 .' . fir _ . -assa_m'•±ji•I1 L- ip 10. CODE REGS. — u is 4N 'EXSsW !t'1 axinai- er1 ENGINEERING REGS.& REQMTS.lb 'G I.1 tz.GUI tw 12 COMPLIANCE W/ W.S.E.C. ,a 11 ICD'1-3. COMPLIANCE W/ CHAPTER 51 -10 W.A.C. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061433 -1800 Gary L. Vanousen, Mayor TO:' FROM: e DATE: 7 °/6_8S SUBJECT: MEMORANDUM clikutArm c5L IAA4,04 csataci Latite4 I (10/T2 . MEMO) 6 V , . of a.Q 4'01 43e µ.4 Z RE: PERSON CONTACTED: LAURIEI.1Q$A PERSON CALLING: ", DATE: ? -(, -$g INFORMATION ITEM: iER1 '�LA�1S l7L1 W1VVt) j�1, les 1 E 1 •_IL NIA• • TELEPHONE MEMO 41,0,. -lq5 z1(0/871 -4800 (4(bui -c)e. 314R5 TiMeoiF) I -EF'r MG e GNARC7 VPct.MeRf25UP. TO ' tJRt4 7 1. a/otos v\A sc_v lido cut .co, AL2,cit' 1D M -1 ) CGtet Atgyir A- i ca., Oct ut,4 Glu. 614 .,e.#41):4,n 4t (A.)cc - Cad 6o.d. @ ! l : 30 PM (:34 F5r') e (1)ftlutit • 00 /USA- tigaita tAktudaeA a - 1, ��1 aa. d E A .1 TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washinc ton 98188 (206) 433 -1800 Gary L. VanDusen, N, yor MEh �ORANDUM cc Caatz1T 1Y )11 CCU. MQ(L. 6 -26 -8v aliazv ck,(AA /uhti&J )401,-?-x r(1 r , ) ' . A. � ! 'V Pik 14 - 1.01,41%/1 b • Oa, c 'did c9'urt ' Jet.e- ova iai oou.Qd 4w-eet.j u )Mf'9 MI .Wltr., . L'iIf ,1 lTi t...tr.w ar W .• n..M.. .... e4M110111 pia • '. ' ` ,, T::;C4 ,,M et)'toouievard BUIa► DING PERMIT ,APPLIG'' l ION Control # Sd I��. " y 9 (LO6) -433 -1849 Site Address Suite# Floor# Project Name /Tenant 501..ct c EhI"TETL 'Foot:. Loc..rr Valuation of Construction ?,,000,00t3 +' Assessors Account# G2 23(6/ -q9 2 C.& Property Owner6OU's}ILEt.CTEfZ- So%NT JENTutzE Phone C2ti.) en 1.4eyno Address 25425 Gesr fl- e.1% 4E ¢f). GLeLN4t)1 ZI41O Zip 44145 Appl i cant 3ALc4Y-? 1312.csrl4E2'7 Lp PhoneCzI4.) el I .4 , Address 75425 GC 1.11V17- c2.‘ 04.4e 2CD . GI- MVELAI■JO, 01410 Zi p 4414' Architect /Engineer GELITEt'L 21 I)CE DE tc.41-1 L fiaJI ,, UAL. Phone(Z1 ) el I •48 D Address 25425 GEtJ1E'2 121 ME 12b , GLEVELn+rvbt D141 a Zip 44145 Contractor License# Phone Address Zip Class of Work: [] New [] Addition [Tenant Improvement [] Remodel (residential) Q Reroof E Demolition [] Interior Demolition 0 Other Describe work to be done COMor<'(7.UGT10p4 OFF ROOD G-ol tql- Iu Ex1nwlc M141.L. .1.)? At-E. WI 6EA11 144 P,12-EA Type of Const. (UBC) V'' Occ. Group (UBC) Square footage of entire building Square footage of tenant space 40,000 1#6 Building Use Fvop 'a.Qte... . Will there be a change of use? [✓] Yes No If yes, describe change of use, including square footages of changed areas F12:o• -tl 05115.4., To 12ETL14 1T (AL7E. Will there be 'storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes o If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED CORRECT AND THAT I HAVE THE PROPERTY OWN Applicant /Authorized Agent (signature THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND 'S AUTHORIZATION TO DO TH S WORK. (F)1 1 2 -Date to '2,3.6f3 (print name) Uf1IE � TCa} 'F3LtI2BC4E Contact Person (please print)/9014E- A4' Ai /E Phone 240.611.4BOCJ OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 154/6,00 Receipt# Date Paid Plan Check Fee (000/345.830) 4e.,') /.t)o Receipt# 440IO/ Date Paid 4 -2.-? K Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL /7 1-110-01) (OWES: $ 754-/3, 50 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building; FLOOR USE /Occ Type% SQ.FT. DCC LOAD USE /Occ Type. SQ.FT. OCC LOAD \ USEJOcc ND: SO.FT. OCC 1nAn TOTAL SO.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE 1N DATE OUT COMMENT • BLDG 'pprove• or ssuance !'g1-i• ype o onst. ({,(ti'GL! •e,-),�19- . :56-,/,(.4, MAP" ! 'I' 0 ' 7X6±.'(3 To Mahan: J Date A'.roved:' - - :,,;,, FIRE Approved (Initials) Per letter dated 7.5 Fire Protection: Sp inklers t 'Detectors ,J ? % PLNG /f 1/441 cil141$' Approved (Initials) r III B ►_ L r 1 1 1 Se e- set" Zoning c Seto acks: N zuo' S .1001 E ''7 W ©00' Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: 0 FPWD c.)/ Itt . Approved (Initials) , Per letter /plans datedJJ /a_ PS's/ Polr.,. s P °u((_. N csL ;,'"' 4k� ", c,;T rt.a�siiAr e. letvt9lONS ...r. .w.rnwwwrr.ww..r * v 'Wilt.' V k3 LO9g.leAL, i :1 1o6; X.-V,-,,0417111=4 11 .11L -°1G &e_ PLUMBING ' FLOOR PL N, D AI S & ISOMETRICS PLUMBING PUBLIC TOILET R • • M & DETAILS PLUMB.JNG- STORM, WATER & MISC. DETAILS Of- t.'1 Af';',,j l "i fY'P i•. FLOOR PLAN SPRINKLER ..TENANT BULK MAIN ROUTING PLA & DETAILS SPRINKLER HEAD LAYOUTw FOOD COURT CEILING PLAN SPRINKLER HEAD LAYOUT-•TOILET MGR. OFFICE & CAN WASH PLANS SPRINKLER "TENANT: AREA TEMPORARY' PRI KLER SYSTEM LAYOUT ROOF PLAN & DETAI.LS EXTEIRIOR ELEVATIONS, ENTRANCE PLAN & ELEVATIONS' ENTRANCE SECTIONS ENTRANCE • SECT .ONv . ENTRANCE. ETAILS ENTRANCE DETAILS :$JjPPORT AREA PLAT, • `.ROOM .E:EVAtJQ.NS & DETAILS' INTERPCR WALL, SECT ONR & DETAILS H'VACwO:VER ,?L . EOU1P ENT M$SC - E HAUSY PLAN HVAC'FO,OD..' QURT- UCTW RK . FLAN 'iHHVACtTCILETS,- S:TGR:., MGR... OFF E 8 CAN INASttt PLANS HA1*SEiLES DETAILS POOD COURT .TILE "L A' t T PLANT R PLAN, ETD. T: PS' ALT A T .ST REFRONT: ELEVATION &.' ETAiL_.. EFLEC`TED CEJL NAG .PLAN 12O/2O8V�3P -4W TENANT ELECTR C TENANT METER BANKS ;'FC, & ''G,. •PLAN, ..STAIR, R OP: HATCH, LOCKERS `S N CABINET ►ST . RECEPT, OLUI N; , '"1. > i�ET�1th �,�i`- Oi' FINISH :SCHEDULE ' MISC1, POWER PLAN PUBLIC TOILETS & DISC . DETAILS TELEPHONE CONOV1T SYSTEM EMERGENCY LIGHTING SYSTEM MALL MUSIC & PAGING. SYSTEM, HVAC ELECTRICAL ONE LINE DIAGRAM, FIXTURE SCHEDULE. & MALI LA SITING' OPf T1$DL HOE I .,:Kj 9::w L' .f .,111 r. d ivuxe "6104 :. ... ..., ,..i.r..w.sw.......::.,...∎a4ra s+aRa� per,,_ elfrartoir* f % K a?rzr tii ,•1ifs;" '' "';,i i 4. r s ' ''d ry rg..Y d. *,,,,,,,,...,4..,..4:,:e.--,-.. - a�° �: . , i:. '*.i rr� `'`t" -. y.ff IIIIIIIII111I;1; 11111; I I!; I111III;l;l;�;I;l;l;Iil;jl�;l;l;; ; ;I;I;I; ;I �111Ii11111111.1111.i ,F II;1;1;111;11111111111i.1. 111111 .111i.1111111Iiiij;fil;l;l; ; l; l; 1;111;I;IlHIIIilIWIIIIIilli1111 0 16 TH!. 1N1... 1 2 'R ... �F • 5 6 '7 8 �� 1 C) 1 MAr IHGFPMA:fI 12 NOTE:' If the microfilmed document is less clear than this not:!)e, it is due to the quality of the original document. : 1i. LL 'lf' SL 4L EL to ..ty , -0Z. 61. 91 LL 9L GL +7l CI 7.t R UL 6 R L 9 (.; 17 E: .e t ww U 1111111 11111;1111HIIIIIIIII MIIIIIIIIIII ;IIIII;IIIII;nI;IIIII!nl III; IIIIIIIIUIIUIIl1IIk111UI1In111 11 IInIIIIII1111111111 IIIIIInin III; 1111111; I; IIIIIIIIIIIH11111In1IIu11111 ,nIIU III►; 1111InI1InIi111I1IIn1nIi1nIIII ;,11111 11111111111nlillll11 CV" 11, • r4,...- 2et.t4i, •-•-•••• 1 f. *; 11-4i4 11 ^11.4 e'cs _4 .1011.1.11.1.11!"-. o govetvivaivelsomo 2,440' L 04 ot4tat:: .;.....,..\. 1- ....m.e244,•:.;.p.T.:411- - - \; :*:04cAS:ookf krzost. \ 0.4`t7 :To: fosfosAvi : \ ==2Le7:— ....... __ .— --lab, 'S I '' ft"gtkA•eft ---.7.------1-->•., . .4P:tiOi Dkre.„ r--.17-1. -70/Ailt ' , 11/ i \ i ot‘ e41•4' mcv- ••••1.1.*11.11.1* ,••••■ r r— ItLINI1AP44, 5 10 /e.ettNestri 1, 11.4(0" itom -et/ (744,474--4i-t-411— r144.4 pg.-04*(4 4 -- thriedi 41ors' • Fo- Hew te. crit PfrIfst• 1.41-41 2 670frit, 4°Pit-iet It' ) V074. wett.st., g-YIST.cl• rt,to•qviii-i. ill lit . 1;1 1 4_ .111_,._:!1 lIvbellyiaovaylvv.ak. 11 404-If I+ t, .1, Al; 1 Rfutoiel 04614. Kri i I r '44-tor . , -.... 1,..................... II i• * 11"1111'il 1 , 144S.rot" 6 orPtA Fe) ..5. „ i _.--- el., _Ix. 00,, . ,, cito.., ; ' • --- Ai qv -*A WA4gt, At PIKertf4F 2*-o • fr.***\41,4et iWtzie, ars-re,. Otyv401/4(4, 4 l'ArP40 tkilren FA•grf-I• V Noe e0110' bovar...VvosiveamoVVVIVI•00.64.00.1040.011....111.0vm............Zwinaraev 1 '1 Cs\ 1/4?-) (ii) I..— ...-2.4V---......... rittiot ristKif ViOsie 4/..A /Tao) • aP■ -■4 1 YOttie-411,t, tr,„ > • Of rAt-i suet ?t, fkittei."K•1 eV, r.G. tr*A14-1t46—\ 1•0 Ne0v141-1 DEMO. SOUTH ELEVATION .w."troirettw- IXe-iffiVrt. 1- ; P".Httete t,VOPIP t"'""1.4(t4.444"vr1 ItAfigYt .11041*Aii;!. - - P.411■=f, fit*. 40/0-P5o o ft.itkokth igAtrir. kitatt.Alf4 F.Mft,gvia aeic • Oka- ?MAW Wri)tiP . 24(.6" tottl..ett./784.v Md: oitnoier-pg..tvsm, -Istrtlio-x.14,mtm • 4i1,01',!04W-4", -,01i$61.4r flre• • DEMO. WEST ELEVATION. (4 /4.-7). • 265t".0d 4v,v# JLJL _ rt.:144444A %WI..? • giali;41e.r14,_,Le-vek, ji- / r,004,1_,,,,iiimtargkt50ilzi ......... ___,,......... ........._ ........._ ......................... IT — 141;174i CAI • SO* 9 -61A. pv, f4A4gre_ 414K-r-rri '004e-V4 eArr g.y,04 -1-'4, KATI,' lif, - 4 -I 7 ' ''', ' 4& ds r-tre,4? .0z,tr--0.1,.. fuck. (61 Vt. OrPf- 016 A - 4:1;=::1===corter-4212:•=natni=.....70seraluvomwer.o.s.,.., CY) /7-- P,1-tvise) / w,14. a2151; 1'0 ge-"tnt, rA•5C,V1/4--4 P"Prie-{i tigerkir., f 4 • --- raw 1,, Kr-AN*, icgsy 1/4 trive• pit-Atilttk • iorlstr 1 ■ • - I.- A14'4 't • 1,4p,:gt el-riN4 -',61%Yot,frot--fottr> I4-o•alloti*-1 Cm\ 0(,) I ;24'4 Cit.) 244' TIMAZ462mvj (46) IZ4 , d4L6 4ROCPPPOS/aMkrIkplef9141.010Pfetelter0140:02,17100tet traa.Uns7. . Wolff elextv ; I — — 41-g,t_444t polort961:.• 15/8..fAv.p SI' -111(1` 11(410 jc • ilra".404 T t • litYW 1lb" DEMO. BU1 LDING SECTION ,T-v.r.F7t--- TritT.t. 401.,f - j g:01404H itoAtArire &wee. t..1.'.. eke- 44.1631•11.1 1 iNft -PAW s-illAVVII r jrpr Atz.e.A•—, t.stei4, •f',Oft 1". h.grOVONfri A 414,1-1" nT m.to" P4t,ONI9ve 61)SP' f \ 4=1..1.awfv -0-n111A (kt 'To Afik.tre 0Avst. out 'FleteAtlytt tiatico pap -4 vvv5 ..oriko-fra, 011'01044' • • 't-ots-clYet pJi ots.eqvit.sA ( fg_rdi pi.11) vvr DEMO, BUILDING' SECTION •13 • 710111111■11116.161.1.1.111111.1111.1 I ^ SZ, -COO/A it4 AAtitdp.oz,T x444,s, ttl g4Kovit eApvik'f. .17 ft, 4 I ?it4-, • • 1 AtiVise...lelfalretOMPWL'OlavVVViertVgalowv 10 - PisAle-1 Ikkoisgit Wikt144'! IMPIA.S0148.110.1111061.011.11.N.110.01■7.1mommwwwwww......aa • DEMO. EAST ELEVATION - -......,,,,I*ArY),•$'4e4"-koterrn0-"n4-47:4ist-W4,2e:141r4v.,.-...,,,,......,-...-...........-......, -.........--_,.,- ...---,•,.........,,A.t ,e-A-,-,..,..0.,,v -,.....,,-,e•-...,,,,,-,.- •.,•-<,-.1"4,•••',:•••••v..-.1••••,,,-:.er•-•z--zkr,..-4.0A,-P•s•fieM.!elgrek'f4i1:1:-,..'''rlAigAis?,:,i-Tii:k..‘..Ci.‘"*.40034-1-i‘lei.1"7.1-%.:•Sgef,2)'it11,•',4:•'•'4'.1,":'%-:':'.,,-.-..,,,,41,,,2-?;:,.,..; , ',:.1--,:',-,4-::.-:,.::-.....A.,.Lk.ti..,-‘e,1,0r:.,,,:-.-...-',;(1...--,,,. ,-',-::-1t.e:24 fe.,.-ycit--tkk.r,A?-tozyx.-i-k4;y,o.6o 4-4..ii?..131..tsitiMe?".FA(6..q.A•s‘;:e§i*..4.-,-.:-...y; .f.itkaole.':÷44.45.4e4-;_-.5.1,,,a.'..qa.p.'::-.,, ie.,,,r..4....?...?e: ..c.,,V,,,;tc.A..)-,..-,, 2:11-ht.c ..:: . , . .41.-• i,:. H11111111111 H L!!", !iv •• i.....„ „ ..,:„,-„„.. -vii..1,.-4-,i.j=1.4.. jAkistirraiii,iiii' -ii:i,'''• E-- -a- .. -rls 111111 111111T1111111111111111 11111111111111111111111111111111,1111111111111111111111111111111111111111111WHIM111111;11111111111111q1111111i1WW1 .:.::ke.;'''.',-)'i;,ks';4,,,,,ki''i4;.,,,,Ln.Fi"..":::,...'.,C:eli.:::;::."=,5:-:i..,t,..,:.-.;Si6,:1,4,,.T, , .,.... ,.„., ,5.1„.1.,,,...,,,, : 1.,,,r, i, r: i; .:. ,, j.„:„., ,,......;.2,,,., , 1 .e.. Ti .. . /1 5 6 7 8 9 1C) -) NOTE: If the microfilmed document is less clear than this note, it is due to the quality of the original document. oc. ,-. $,,! Lc: cf,' ,_-,', lie CE'. e.Z. [ ..0e bt 8L L.1 91 '.1 47t et Z1 lt 01, 6 8 L ) (; ITII;Ildth■IIIIIIIHidd1111WHHIIIIII1 I1 1111Wililll indwilliulim iiiihullmilmilimhmliiiiIII*11HH Hilhnilmiliditilltiu miliiiilmihri ImlimIlmimilmilliil ludiN iilihml,Hilli,Hhilillinlinthinkihm imlwi IIHIlid 1 1 1 et-fp;Anca 71P Ar-""11-1 ZttiliSMEZINE06721ratilitallSWIEttile ILi02111541K11111akaelretNENSVOVOINMANOMML. REVISIONS 1AVIPC#4000. 4-CerialtAt Ae-91140rf AvValitviitit e -140- ?) .1 faFIAWN .ser, OA 1.1" -.10• 141.4411148; amino: DRAWING 4UM131slit i gvistoNs A'vv' taPL)M LIK '= -4 ob v t � � E. r P K, R cVp< t.2' pit ri ;CMG^(h?iJghTF. (..•I t ? O f- iI I: - /1-1/P �.AM1tai i 44,AtPIr; r— 3 40/ 5 re RTL M v i C4%4 3T r't..A ••i<//' Mej"'AL i4s Th Tor or- S:rL, 4141 V %S t44 %uF.t I'f<'rc. "wvtf.-I Mv:KVAt:.:7 I , i I-- �" rvf c'.r... z~. $1.Mu7 -t)P ' to 11 f M gt)7r 0VP`Z a MKt.4TV -- -- -• -- cVEtC, t.2 " rot, tnt.`(A =:Ut<TO �► H I Mai! f Mt-Th 'F-UA4t1 ±uCi i!'Eit I! 1 5.7,41 C K • •... • 1-46C41 t'w'(i . ,t w. � -. . • - 31'.- 4- �sfr.2q 4" • -- -; • *'- • 3: U'tag Xi-AAA • {� ?, :.'' l�r�l t•- . S Tt1V4 • .:. •Tfr .' Ili . 14th, .Gk+'1 ^,AG' 1'J1GK W� • , • :140" VwicT, — -• FAG.: frtfi4K 14 401-It ` Da-0 O" ice..0. -; \le r; �t tzl .. ,t tor.. K f'- 4 • sagitheui rs Ar�raa a .y a.n9!7Y ?.tip.......__._ __ 'T�^�i"•n. ._...... ._.....:Yi."i ._ Mkt tra rau.axr y; w<. ,5w1i :�r»,s>�y r t;YCt;a raft b:.uk,Yara f 1'' '�i {�111�111;!f lj! I!111�111�! Ijl I;If!1 X11 1111 ICI ICI 1 11i : L1II I+ l 1 fi.` i.. 1i. ;.i.,111i.11.111ili1ili1ilifil1 1 1iTiiiI1L1`11i11111 l H1111 `I.. w.i.G H[+?af.f,7L'ft[tc� tr.•1vr<.t+MM�d7 :a4/CAR.S1+'Ra�aiZ'i. y•. 4hC11lJ °C"a 0 Ito T 11`i. , 2 .3 ,F 5 6 7 8 9 rNOTE: If the microfilmed document is less clear than this . Trot4e, it i�1 due to the quality of the original document. 9 Si fi t.: e L ww P.!' N�: Gc'. (3,' Se %L Et: 'CZ ;, lZ ,QG 6l tat GL 9l GI. VI. Et Li U (,)�, 6 f) G 0 Wfili 11 111111i1 ii,liiI hlfhh1 I� ilillind11 111i!iIliIIIIIIIIIIIIdli hI 11111111111 wI,,i IIIIIIH/11iiI11i1111i1l11111t111l111i 111t 1Ii► 1111111I► 1111► 11, I1111i1111l11!1� l,iii1iiiil �i� i 1 I! IIIIHHII,iIII! uIIIIIIfIH111111111111111111111 11111 1 1111111111; 11111111I/111i1I''1 1 11 1 n 11 M:.OE "FAMA" 12 RivjsiON$ ' tv9Ve4G'1l M * 't AtinNrlvM ,r1: ;.. 1=A Pr414,IB, �--- EtWWNMJ GOr..11k Mtx4olt Y ,FF t 4E rc i`.`42,4. w hf..vt M6114, 1 1 . - h r , 4 '' tP O PICIAL. hip; N,� 414 -- I jz1[ 3/ :' FulgtNq € 1' - 01' a. G, c7ai I s �'t.htiT - -. 14K w/ AA4o,r, ¶t;~ : t(4.jt -L MXre-1( L-%lCrOFtf( it- l4-0,Q ,001 rAt - /' .,.. __ -• 4.1 .i' OtAlAWk4o. 2:4," 601,41" , fir -.►'� A' -r p< S. - f: -. VTC) tt)44 6R41gat. iyy?�� M N 11 •N l X f J .�C.. o- • 1. tC:+(.T,l »'.�;.:t ..7 . _ «..t•. • f - f 10 111: Vitle ;fit- {��r'Kiilf Gt{ '3/,,r; .r1. -' ,K: t`iOt .mac - wit 1 wgzs. ?d�Yfait�;suti`t e� } }Gnrf4,rYr,/"3 Y s;r. xf,:�- ,b;�..�o�ik+a • �:a,� -c ii:.' '�• x r.;4r • it i `I S it dip, ofl ' ":x i�icatl4. MT A.t t .V4/* 'Co 1' i'1' It440 (.=;, I 3 feK.,V „ ..vM1.,. -.n, .:�:vi��.uxs'lt:a,a:+,sr.-c•.f; • tilt 'M ht:` .51 r ft$1144 41Z,(05 fi A w '6t ffer 4d ' i1`i' i` ;J?• "... . t^�yy rv, • fy�i IS1e•d't: - � S a voo SItr16e+ • 11111111111111 111111111J .. . :',. 3- .,: "fr i.." ''e' I'7:.: l '�Yr'�s' r.` 't ,�y,. 4..'r.. 'AIL r. �, �, �.'�i „f'i <'(`�. 'bi. =4 �'^Klt'? ��.• -t 1 111 1II 111 111 III 1111(11 111IIj1 11.1.1111. Ili 1111111 x111111 i) 1111 II1111111IIIIIII11111III111111 ,11:.1. 11111 <.111111111111.11 ill. 11 I1. 111111.111111I 1 IIIIIII11111 I � I l l � � � � � � . 2 4 5 6 7 8 .. J 1 0 / 11 ?AMA IN (FV i MAI. OTE;` " If the microfilmed document is less clear than this nbtIi'e, it is due to the quality of the original document. O :' r,' ii(.', Gc: 9e. 9L fie £Z 8t''" ....1 's , ELI _,;:g.t, Ll 9l Sl bl £l Zl IA. or .6 ,, . t I 9 S 7 12 Z t ww , I it � I' h �I � it I i i III III11lnnIllAIIIIIM111111111I11► n111111un111111111I11i1IIIl1IlllnhillIIIIIIu( IlnIIIIIIIIIIIIIIIIIIIIIIl11III1I11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIInIIIIII I IIIIIIIIII! IIIIIIIhIIIIIIIIIIIIIIIIUIILIIIInI11 IIII 1,1111 IIIIlIIIIIIIIIlIIII111lIIIIII .IIiil .II Ilii ill, ll 1 111 I I I i •••••1101•14..1." 6.40.0=11r1M.S.M•AMMMIN0~10.1.0...1.0.00.1.0.1.7*~Orne 1 Me-TAee-Olt441,- For tH-to 4,a4f-klAttdr XL-V, 41c. MC, • - trkir •a/111.- HT et" • e • -;y, / AAW. .Q ftrro 45w-...;:AkAt'Ar • • „ Mik•eka'. fleA445. (14-61 /"P-1"I R,T2E941. TriASTC4;" r--rwoop- "--331.71J4.. 7:71-7.77.7.7 176*,14A LIM 3/f flk1C41,/ -- 1 G..0(01.1. TA50- Ft,Peltli 114 04 '--3.44!' WI', , Fig* • rri7,gvwr TaP ppitkl0e,,T> e,rva 44 f , glvitT "TV:6 ATF 71.-`fv,117. 411 rfko -FAT" &Am-- ,gygtc,le, cP 1 6:," 1.10V42... 1 K9e7f= Pc/ El; "?--it. rgi;t1Ars 7.4 ?mxf-1•504;){,,,twr-zAT a-, 3 - 0 . •0)) K=3 cr. J i 1 •I I( 4 ; ., , _6.1._ ... /I-- Es'f*IT it<Af.;* MIC•iiOK f I Co" a F- • e- - • 4mAt ,*1-e 4.11(ey 01-, I-4,S- b% fA`v1et46r,e; vil , tit •,1",t\ I mrre, c 10" *r‘fri44,!.- 4.17 rj-1 -------- - - tAtem.-;;/(-V*tsttt-1.1 •ivp,RALA t•A 6 '.H 34" Fit/E; t:41-hr.v841- titzIAT5-r; 17(410 0531 ti -41 t: -Ter of: vsK.T. e-Mor( 1 ,., ;1 misavawriasarmee 061471. 4Atierf tooP teVT tiA 1.41-AA, AhL.v MM..; rt4 KOOP VickitA • eiN rotKil.N•117 roTg.r.K, • w/ 05TAL,- t-rt‘Iti .e/N r11E-_ V42.1€K Wi MAI;o1,4 r`c t‘1 0 P. , L - 14, Ai+ -;11.474 --t- 4;'114, 961. 1-1 tR 71Et drfr, it-11 t...1■ vi/ 2' 0 &I•of4gy 14,-;-101E:g. 4A1-$4. M6-ro,t, vkl/ 4.1-0AK Nt,122t Ze2 .•. 0 Fty,24E. I ?/* g-sArgv.-I2 441 MI FC-4 M4SJl: 'r itZE:dit-T • 6,0„ iNITTP-0W-2 50.1.144-, C-rtt...og 61..4 - 1- 114 KiNvit) 4:"1 • Joit-tT K.c , CO. g t-1‘041 FiV.TV}Z.F. 42-a- F;L-e-Cr. .r,fr. evv-t..1F--- l'i. r-4vitA14-( 1••le.. G4-fA tittr„4„ ,.......„ .. e., lo" e,7.e., ,....1.4 4. qt-rtki- 4,5, 11.; V.5 0 -2..- o" -1- 17-kri,..?%. MY %;1-E1 w/ E-1-A L-6.11-1 YI;1-11-- ‹,;‘ic- ET WM.- Rs -:„; ti V■I KTE-KFToc.7f:11-141 ?if W „ �\t:'1 N • Tg 5-hT 1;;' 71..` 107 F gar.frilcv11T1-A16.7? \Poet, NJ‘lue-12. 40trf..*thl,--Wr *W VI 5074 e ree.G. .P. las AN...\lroN AReAf ,91445(..d; tv/Attct-tvK ?P'K FitE--.,c44/ or- •461.iA Fl../1/4‘,,M grr, - eiv‘e-a goci AllatoPk, -- ALA( 5Th 6A.1.>154:rot.i 4- j - Y 4; 61 L.V REVISIONS AVV 04 PV Mi. 4e.,He4c„,4, fl.tviVorrp 1-1-0 ikrVat4uM :7- W.' 04 G 18 1988 crty 0,1K./JILA [PT. ••■••■•••/....1.welosentae****Inat ,f\-V, ;,.+1 / ----------\ \ vjp. -1‘ \ • • / A- 1 1 ) N.. Co Va.% 511.4,45, 1.-Pv F1 T1 I- TjJ : aikto-ri vsy 1„;rvi-kt ......... 4 ; A L.. A r•-1 -2'F4r W� --j, Aw . 11"c T-tre / C-109tv:i 11 wt-.) 1;:i-oe.sifot4e9 FOK 1,04 OPTa- [18 / T--tiTT,:144466-. voeg, 1 t;toppow molt. _ ......7, tit Ar-itiP, To pg." v tv e -arrsvcrogAt- ---r-i. 'WIN FP FZ11.14 ktamV76Fz. To fo* 17e51.61-1-teP ?fr( Wik4ifit-itqroi,1 grA-re. k6 Kcr - ili; ft IX ry ? Pt;..*HoItr cs,* ) M•17\t„; e..71Vit•ie 1 'si ----- 14., -' ; 1" i to" ___,,) Yy 4,1/44,, .t461-Al.. rk-;:si - --.- il c IP.:)a-c--1-. 5 VI il46i ) 1 cli. "?...1-" 0. C- ,P N 5',/" •,. - --- -F', 41-1.1%-r4110-4 i * 4(0'sx reo"AA r 4T 1,1124--5- : -7.7.1* V.- 1-'7— 1 -.. 4.::.-,T... ......,,,... • 1 cp I • 0A-11" VAI-Oe (6? Vs"1714rAi A 1.4- , Paia ' ti.114t1 , FIN ,FI)* pl'ETAL V14-7-Pi, 14' ,r" • - rtE4-e4 ft-A4I111-1 66."0 Ylke-VgK 91.1GT eY Fr-4. mC.--61t t ■ A Ft P4v4e, F141/44tilf4M-VelMatvisrt4r owp:NVe.,014itt4 A .,eiteig4t4.00 PN 3,4II eicf. 4F, rim g...Mizt,Ekic TR-7\1-6,V) -r6-ec,Pf —IML (1t7 ' ric.a0Figoi vik1A4. .f --, ) F-1,th 1,4 1H 6,2. ftliv-Joe,r7 •K*42 7, ‘1 • .... 11 I " tr.k.ler'sTh....24:4-4"*‘-;;;4117-4•.cre \t4IWP,e1,f-i 4101S4 r,;; -34??e i"( .P,M ARIA% OR F4Tri-0.107 • *Uk -- --7),g, 4-2 C, tit*. itiv. -Ptim" KA-rgy 1P- "D'641At.t • - - - ALZJM . pr.b1LE CITY Of TUKWILA APPROVED SEP " 1988 ale 11.4., . • • it,. WO* 4/tt a!"9'r0/4 -zi - " I !I '14— -* — -1,404--14. • _ -• rf.01,11,0 • - e-, •5'`' ' : -r. , ,WW 11'--r.541,4 4-yr y.t-s,)-1-, - • _ • • ... • 1- • /,. Letti 6•,,. fr.; f:tsyk 4flo. . • - • - • • ••• 7 ',/•;;,1. . ‘4d itilt*I" IvP1'‘Qt.*L'171.-"d2 ex+, C•••.. VC's( pg At..T-Fet...r •-■ • e,;44(,);trsx.".4.;,0214.,..g"_vt.MMAY,i4rtgfPf;.44'.4.;;;-•..:1•"4,-;;;;Cri,sirsp ti,,,..,,,M4,5,47.41:14.W.45te.A1?.Vi-.4910wiker•r4Yr.00:04fght,":".,‘ ." ..:"..4:-$:,5-x.-1,":".1,6`71;e4.,10-s.i.Wy.:iri.g.V.I.;::*:.§:::,"*.'*iqfik.P:A4=i0.~;5.:4144.4V.,;;;144.5/6'64.1iti.5:1;WL?,....Wr.t..t."":•,VA:../14").;,.Aeqarie4ti..:i;,..aikWrA,Wf.41/1.(..,;,..AidA-*.lir,i:•t4;:1X-itK444,/,‘,3..,4,,,,, :-.-...,,, ., ,,,,,.. 4.4 *1 a 4 • xj;,.4.,, it:4 ,41.11.,,,proti„im„.5: ....4.1.a.licf „,..,..03,,,,,,,,x:0„,,..,..•,.4.-..-4y,.A.tv.4414,4si,r, ,f,,,,40s;•,17,44" ,.:,!..,.4.10:4-,y.py.e.7.":1-;jr1.A..;?Atiz;::".C...:&.•,= 41:"± ' ,;: fi-'," 6 ..,,t, -...e'''' ''' m.... ' ''''''''' ." . t . : : • ., ' •-• t ,,,,t. ^..".... -.• .. ••• 1 « ' .. '''' 1 .. , •• ,... .. .... ,.r:.. . .t,.„..., ..,. , .. , ...t;„!..::. ;St,. - tt- ...f, ...• ..- .'t •:.• ...f.'.;. e • ■ ..:.,..":• ..r.r . ' -', .• ..:`,...' :',.14. ' -... .-....:,... .. -., '.%•-.,t'= .. ..";"''' .`' i.14.:i.,;;0;,, `',1C4.`...4:..C4.:;;..7:'i ..- / ' 111111111 11 111111 1 I I I I .. :, i' ':'''s'. ..I''‘.t4it....i1,47•,.:...fC.i...• • -.:2''t:t+":', 111(1111111111111111 111111111111111111111111111 IIIIIIIIIIIIIIIIII ...4..... -;,s, 4.: :. .■•.• i':'. .e!.- .: .•;•.:Y ; •:7•..-„. 11111111111 11111111111111111111111111111111111111111 2 --i 4 . 5 6 "7 e 1 IliliiiiiiiiIiiiillititil iiiIIIIIIIIiiiillit11111 - 9 10 11 ......, 12 / 1, 4, If the microfilmed document is less clear than this , notie, it is due to the quality of the original document. HilhIll ITI111; 11:111HIIIIIHIIIIi11111111111!IIIIIIIMIIIHIR1111 1 1 1 M1111111111 IMI11111111111111611n11111111111111M11111111111111111111111111111111111111111111111111i 111111111 M111111111' HI HIllilli11111h111111111111111111111111IIIIIIIi11111h1111 IA et et. 1- I. 0 L 6 8 L 9 '; fi ti se tr? Ce ze I.z ,„c; 61 Eli /..l 91 GI. , 1 1 Le 9: lilld!Ild1H111111 x 3. $X1e44t, wAttf • . • abgAv-r144;41gim if2tettotfAl r6.0-A4100 tc.if at? •':■47-7'7 glib" 1'4 • • . ' • ..4•4 — • , tyi,!;41; • : ' , ,T: fAleitafi4 Ir4c4SsAt riktt0-,614. -elPf-Aria-192g0), .1, 4)- t 144%, cF)Akke. N-9/4x01 4 * - A e r fl - 4 • .(v JAivt& 7.11.0.110.7,E,14•12•IIPI10..00.1140( ),- 1 :6/62.. tr., vacirwAik ofq - --\.. ., rifle, 'Afrpnt._elt.11):AA WC+. \''' 1 at,*i , — \. \ 1 i5e.e--MYQ1Cf.- osiA. Fog- 4146 1 frItikitt7t0et dotvtofrit dor-,H4,4„ vrisr). - - (frroisi) r4f) J. It Jl 10 ; t etlt-e4. lo, oPP.q 1 iV1 . . ---\ \ t\. ........„. ,..-iir-T-T.4,-7-71-, .1.:;li • 17••'411'•i'I'' • . -- - '111i11-1H4:- - . - 41117:'• '1111''' I ' .1.• •;•i:.!:,-, , ; 1 • . iP Ili . '''';ntt" . '!. : . • ' 1 . f . 1, 1 7,. • ,, 1 1 1 .• , •-1 7.-,............,......••••—• • i Tii4±:;;? '., ! + - ---r.--- ------ ----- * , —1* 17.2=—"..g.,..- ' 7'......i#21';:i '1'.''',.,,i.!7;0.:', -..;;••:-T '.: 141 N4711?-1. Al: Pirt 'isekfAt Zle. rf. li:At•1 rmaiargovw kfi•-y0.*- or vie 9fe.:Ot.e44. :.6-"Avr-i,Att,' 67000, 41f-4 4•(-' gEsit9 ..7•■••• ••• EXPANSION JOINT 6cAff - (4-4) 4,114j ,3qf. , 7 DETAILS **Z•1•41-'1:." 8 / //4,0114 /Mil* fr.A.440-16 fkedet,' r7te,Av tcP1 (y(r) I- rAwile,v 6itT, • . ,• • • '.••‘.1(1 •• 7.V•i -7; .••-; , 77. ./ • or fie F.A.. • ViVit60^14, eperti .1 t' .-:it i%egf....c.s0g • !Lti,- 44 (1, 10, f &Vitro; IstOP) 11 • geiftt:'E4f,JI. tovAt.. TIT; r 1-1 " ; • 7.,7 4 V• ; 1 'z 6 - - I ? oss EXPANSION JOINT DETAILS -6 eAtilltike 4-t) 42•Lio• •-•*..-;7ter- ;LA, otV xiM,54 1kt .1"1\ poe,tc Je)161- " OF, At.i va--14‘TKNTtat4 WI TtiMihr113.e14 .0.1kft it44.-.44.4,:nori • Fe-,r i1i g4 • L • .:.„ • ., 1. • - • 1'60-'ttk-t\i- 1014 -:. at-f- - : , 1 e ro4' • - —.,.. '• 4 t, ,// , / 7-• WAti, I :.- • 1 ' 4-0Ntlf4e) 61r41 471W1, talk %%t. 1.,,veAfteH \ 4titt.14 t.440 \ .-1.4/ \ - ,:.,6(■1:1:11‘.. 1.4ri ti ---- Hut- veil'? 4.2 Wi // , THkf lli*?, 4Afit46A 11,1..A.,1\ 11 04 , 4- 1-7,e,..5-.. -tn.t.-v$Yrf. \---- te?-(;,5 Tit-A .M-. ,e• 4- TIL4- i‘ FIKte ickM9 44.61, 7r;-..54.011,1 -zo2. 1.• -'" 14.it .4,it11411,41,4"4 0,1 MIST, •Vg:'; 111A., /-- Hi; r, g • vcsVv,) Htz. txte,r-r-.,' 614, -1-514AHT rt-t.1-1 `)fe) • et$ MVT r:24.71, enrayrrer VW. F Prfixikift, ee?-ro g..04-71' • ,ON .6e"x eiAs. 4;04712 kf Wp N TOiL-g-1 ot4 -2-61:Ax . • .1 (;.6, • • . • • Efftt-- 0CAR-:"? 4iLf 'Val; /125, ' •• • . • .. .7 . • ,6tov.4 . • -Ol'Ats1.5-3.*14?0 • "r- • . • .../.40/11.77..74,r4447.7/7/14 47.,•••••••-••••••••4-7.44•7t...4.•• URIT F •./2koh1 ifktkir?e4g.., 4.11.)pc. • 41'1146! FOP e's &A.r. 60114r weJsm 4 , , \ .\ (NI ..\14 „ • 7,7 •• -0-e-1--17 v.1 -VWI /4 r20-k4ill- CiA-rf A , 4-r •s-1.- 2:/?- I t.cfr/iIfr mem.41,7: /1 -1-Stk / HMA 7i: .10, itr. LJL -:U411 ,2 ri tioet.. telte •r4olt .11"n4 •I tit • icbv,A• :01.v-fa, PAH, OCETAI. 04(470 .&.c.Alfep.f. -coop J41. a .-vr.•0410-1- 4 ‘14/ 411).V.2, • L E....CT ION Jo; WI- 76;16 471.77..41.0.4npwarg..*41,71mKnol4nre...~...owirr memers.... • 14 rz.‘• tki 13,v-n-1 it7P40 P.1*4 21)/8: )4 mprikt, 4411 4 t ge--4111.7. — 4r.mt 'f F4\ (a i.tAt4 I TorN T-01:1 4•••••••••r•A,...1 ' ' •••• • 44...z ST1 2W - 1,7f.,11•77.7,77 7.77,71•••••••••■•••••■.* 54; ,801-1-t •et1 4-a Y., 2-0d4k, . E•AL ca ..F• Cl"( c f rg +1 X/..:-LAACTI 111...S* me., 9 E RVvia-f, 170,01Ata r---lkUgv 7,47,6" --"T' - 6-(1.7 VP‘G.11.4A O-4,, -.4,g; rveS".-T5 i4•" •4•Y.X-p??,„ • • f:viet 11;').5-6 of-t t" t ,0 14151-12.- 4o4 @ 74" 04, ( ( HR. FI. R19 KEtz'P'. 15,44t)K,s \kikmse,o-C- e/oKi4p. k4a AcT d;112-6 s0-114H tz.i704 ‘.4/6HOT,701...0 N,......_ • _ 17 1—'\ L- 1 4a-7---c---7,—__ , . r_4..!x.±..x.7,i1._ 4-11.. Mutt- tx:3- •rAli4iF-i2 601Z..14R. EAUAltr, • 6•olitst-m-904K fv1S. 14-4 ENPV.-i-Wri2 r.1--E- .v.iq-AL-- -c..;-45-t■q • (4. 12-th--:..) rrie•Al- 1..viv.H.4co-r 4%-rT Fr 1 to. • tv.-mot.:0;'-.)•'mAct.i.xra " w/ 7,-Nt‘,its.-t? INLUM. .' t',1.\41470;:A4 Sitr:t-VtN6,4; % ti1N124-.11.t.-. -{fit,occ,,tv 4:.-31S.-• rsK IA F.,A . ‘-.4,,.q..41 16sistfri.r.LK )-i-Tra11...i - '.1.-17,-A , 12C.F;?r.. i\ rrRoVAL . -----2,-N, / ---■ s ..... . CLE 2 ARCHITECTS AND ENGINEERS (216') 871-4800 ..)77,77,111, ••5•*7,4;7-7',.,1 • ' Z:I.■ RI PO - lvt4V1-16 kg. "r:;K•. •Vit-11-.14.1 UL SIAR 11411/4t4-1 ‘.--)7P • "mul‘wr 41-tw mtV- 4Tx1 T( Fr5t.tg-S _ •cg-4 Vitc.4(‘M 4:1.1t4fJ a4 6," )4.2.040% i1/4.AT 14 t)•441 fir, e. WA. f--1K5 RAT6Y, Vt2,`0,4m.1.- -ro et-t 1.7r.%-fl,frkt-L- 1-4-)}1.115, /24-Zi.) t-$41- 6212HC t)114, O*11.ACA tivrti4/Vv, VON TUKWILA 4r APPROVED . SEP •7 19e8 S CALK DAVI) ,o7roewasos•so47.7ff;,irom•ssor..•rorwsolw•o•79.4.7.7.74•*r.w.77,Il:or•e•.I.4•47.1.1.7.7..1".•.1F11.IIw■.',•7.r117'i..71 . , • • • • . .„... , : . . . . . • . . • . . . . . . • , . , . . . . . . „.‘'.7.1".....-.7t6.3,••••3,..71.:.:62.77T.;71.67.,' ..,n474177/77E14a7thi..w/A-.(773.7(47.74•14514•4,••4:7•47671.747.47.2.71,7,......4/.,7,77.7.7mit. 4.4..,...,,,,I.77,1472,4.'.. 7,7174,7•71.....77.-77..7:77.-7.-F,".4--7,14.2........,,....„.•,..,,,..4.„....,,,,,,:„..,.e.,,,,,,,,T,347,1*,,,,,, •••-.......•.•„,,,,,,,,,,40.,,,..„7:,„,,,,,;•,,r,,,,,,,./,,,,,,,,,..„.„,„„,,,,,..,„,„1„,,,.,,,,,,,,,,,,,,,i,,,,4„,..,,,,,,,,,,,,,,,„..„..,,,,,,,,,,....,............,...._,.,...,,,_,,,,-77,4•.,/,;•...:A...7,...7.,...,_.,...., ...,, ., ..,,,,,,:.....,,,;,.....7,•,.7:,!_•;...,7._„-, .7;..7x.m....i.1•1•771:7•1.14•41.'"•r.61.' 4.7:..S.,..','42U':•-....1-4:7■-.7. • ". -1.. ••••• -.1.......•.-^ . . . . . " - - . • :4 • ;t1. --, f 11111111:11111111111!!I II HI II! I ...4 1 ' • I I ..$,... ,.'i.j.., • '.. .: 0 ',elf. . o E:, f.,,, ti,; L..,;,' 1 I i 11111011tli: WHII.11111,Wilii.IMIIHIHIP! CI 1(7111' 117(07 &.k.:i.&,:....i14atik,fig...4„.-.4{,4,agit,- 3i,..44.;k4piv ..._.. •• - -= ,- - :dibasic; -•:„...., ....-.".....„!, ey,,:-.., 'ci-.• ,...t.‘rj,seito,...,---.,e..,..". . ..,;;.e44:?..4Ii'4: IIIIV,A 'f r ,.,.,_ - . 11111111 1111111111111r1111111111111111111111 1 I I I 1111111i11111111111111111111111111111111111111 11111111111111111111111111111111111111111111111717111111111111111 1 . I I 1 1 1L124.4.., 2 NOTE; If the microfilmed document is less clear than this noti-%:'e, it is due to the quality of the original document. ./e ce. ze Le 0 e 61. 81. LI. 9L GI 71. el el 13 01, 6 8 L. Y c ', t:. , IR IIIIIIIIIII 1111111ii IdillIIIIIIIi111 11111111 IIIIIIIII IIIIIIIII IMIIII11111111111H1111111111111111111111111111111111111111111116111111 1111111111111;111111111 11111111111111111111111111111 IY1111 1101: 111/h1111 :1''•it 5 6 7 8 9 1 () r.i,r 1110.7A747 12 • • - .7-- RO .4 1714K ."‘• P.; • •••■■•14.,•••■*.ego.44•41•MOOSON■004.404•4•41~... tc' Frible.c.-roi4 it gt: • I •■•••••■•■■••4pa...0■•••••••■•parno•adel./.11•116.11100. 'vs ..••,• 2,1 c-,Z...Z.'1,---"•-..VC.,,K7.1g•-••=.•=a,,11/....1.111•1‘...1,410-`2,...";-=b,/r...1,-1/ac.^4.4.3.,..e.“'.2,,.Z.,.....1 Of*. f0-1 'At I-we* fer--. a21-4 .ss — • ".7.•••••`-.S.- eY1A62 • -- 1z $,1‘4.e. / 4 l'gt".1*A.rat,11A0 (69 • lo A w kifve, 61 V. A>'1,. ferAl- TA :Ht4e. •131/3" W.?: rt_cry.o,c0 0;t1'6A fr-r.dA/A 0 4 ••• ••• 4,07/2"...e• EL EVAT I ON 3 's 17i ... , '-e; 6" • — SECTION THRU PLANTER A 5 •A.•• _".r.r. u• Zr SECTION THRU PLANTER 13 1 .. 4:11-*/ rr.rilca-ro r 1.4 p: • • WS*1.11.1.1,M., 10..atk. ALM vorykiprer? .114i CIA L ‘,0141■14.64 , jage\Atslat- ,/11,1 • 4 ... . . --- :■-",'‘..„4.: r ,-1................,_,„....„___„........._..._.......e.........,,......, . , ......, ,.. .... c...... .........,....,,W......... ........ ,.............' qffx buream to 4.410,c. ELEVATION CA L./As 111.1 14 (-) MKA ikr.36e0 ••• r• vtgrrm -t-{w Awg • )- Ciuno gc '').45'-rtoyenArkft pHtc)4't4 ,(ti bl) \ - 1.01.1.1"rvi1/4.0 ;;=, 4-1?:t iv -,L, PT-7,0',4--1:W=4'• ....••,•.:,-. .. . :14141i.. .4ff V ' —.." . eplIngtotig.ellr ';'11,?&lk.1.1- .1' - ', • : . SEC.11.0N THRU PLANTER .• . 71. i•-.41••••nr.", ^ • • — ....— • —••••— Na1:111...rraIrr,r11r...117,-4,-,••• 1%",/,:r•r,. • • pt X. .1 4,X . •:••••••.:••;:-.. ...,7•••••••71.- • ...someige.nro14011.111111.4.■ 7•:, ;7; :=47 =ft, mrynnotiti A-VP tift,f P aer■ s 1 • • aitme4Ak Kum,* 1149_ tK ikr,prolvpm ci9 •It4 ■•1' --„•••••7;•-• • • :1,4! '.." " tL 11•11.:r s •„••,. • . t •"---""•'"^"- • - ` ELEVATION._ 6cA-F44,717-e,ictt- F....~..er•Ork,171CIPC.altaTAUP11:10;00 1 -7 7=7 '" • • • • • !•••.,...• • .,-.71,,,,•••••7* -"yr- 1 .• r •-• •, • .• „Is EL EVAT 10 N •1- 4-1 i 7!••:." , I ; '2 - I - 1,41a1-1 ri"Hige, ELEVATON alt14: 11r1,7-7 X - 1 — _ . _ - . ......... . . — - --- 1)___1, C't •...- ELEVATION 49;) 11411D ' • • " ' •• s--..=-7.7-7•••,—• • - •1 -A - 1 ELEVATION " ; • ■ - • - - • - A / p .12 44,14.#961 c7trA{A:ii-itqw5 j rtfr,tmegofis A-11 IsintOit :e;Hr vq 1,311-1K •6e4” 1?•1, Att-I1 rap. 9 111' A;(.4 'pre CAL 4rA1z A 404 & ysi/ .watti_wevo frf Pit.01,04N)114 /1P4(? t/C40::i7eNt.:' .4" 41 60Q1.' • I 4440, prf,444 • (1- 144fiw4 -'4v1..--4 6.60,0 A4 PAU. 1.4r • PLANTrR • PLAN ..t.voma. 6r.,* 1. A-10 1,,..041e1/4-ficrk.3** ray. WaArticIcett$1-_ FO•1151.1 Q.0 A'A , 4A v. • „AI& vkletioPtC, •■,t."40\. A 0.1A1- . 1 1 1 i I , i i ' I ' , I 1 . :.,,.....,-,... :...:,=,....-.)..:.,I.s...e..c. , -.--:-.*.....,;'IM:'..a.::i`r.,:-:.74%,:.•, - Alf,. -:•.. :., . . . ...i.:15,46,-;.',....-..,....•/....,.; r. , ;:-.s......, ,.-./.1:-',,t,':,.. i.:.'4,•:1;;=;skrarar,•.firi.ri.W.ge . &,1 ."........." ..7. .• '-er•6•-'''-:•".." ....,4Ce- -;'...1.4'-..-0.! ,,..-,:.,";',, '..^ 4:- ..: ,',' ...;'..: 'Pf ...1101,4 .'"..."- '..-''''''''' .ifl.; -,'.:X.," ' - ' : -'.5.-''.„ r7: ' ''...-ii., igiiikik1;-4.' '-" - ±-.44;:f.k.i.te ,." - s .'>t...; , 17, -.V.4-.,, „,.„ i-1.' 111111111111111111111111111"111111111111111111111111111 1111111 1111 111111111111111111111111111111111111111I1111111111111111111111111111111111 111111111111111111111111111111111111111111111111 1:41:1'; ...„,.;,..- 0 14., Til• IPA, .; 11 M141i ,t1fAHMA!9 12 ..-1 4 ._-..) 6 7 8 9 1 0 ...,, 7 .NOTE: If the microfilmed document is less clear than this • .';, 411 ,,,---, notile, it is due to the quality of the original document. ,.... Lit!, (f k ' S f: ti e e., zz Le, ' 0 e (>1. 8t Lt. 9L Si In CI. ZI. ti, ()I, 6 8 L t-) ti t,. t" e l -,.' 0 -1•• oZi.6 ll ',"!1,,11,11!!!ImIl 111;111i i yr, it. 11111111111111.11,111,111111111 111111111 Hwhmitii 11'1 I, III timil 11 It'll 111111;11 0, m CITY OF RI KVA LA • APPROVED sP 1988 -1' ilk 4 411 . . -.(-4 OATS,' • a.- I • IMAILtt J03 PiksilleZtitS pevisto, 1:114 AWING Nt)Isit411,16 „th * .....—*. .,a. , * ■ * v .. . X - 1 — _ . _ - . ......... . . — - --- 1)___1, C't •...- ELEVATION 49;) 11411D ' • • " ' •• s--..=-7.7-7•••,—• • - •1 -A - 1 ELEVATION " ; • ■ - • - - • - A / p .12 44,14.#961 c7trA{A:ii-itqw5 j rtfr,tmegofis A-11 IsintOit :e;Hr vq 1,311-1K •6e4” 1?•1, Att-I1 rap. 9 111' A;(.4 'pre CAL 4rA1z A 404 & ysi/ .watti_wevo frf Pit.01,04N)114 /1P4(? t/C40::i7eNt.:' .4" 41 60Q1.' • I 4440, prf,444 • (1- 144fiw4 -'4v1..--4 6.60,0 A4 PAU. 1.4r • PLANTrR • PLAN ..t.voma. 6r.,* 1. A-10 1,,..041e1/4-ficrk.3** ray. WaArticIcett$1-_ FO•1151.1 Q.0 A'A , 4A v. • „AI& vkletioPtC, •■,t."40\. A 0.1A1- . 1 1 1 i I , i i ' I ' , I 1 . :.,,.....,-,... :...:,=,....-.)..:.,I.s...e..c. , -.--:-.*.....,;'IM:'..a.::i`r.,:-:.74%,:.•, - Alf,. -:•.. :., . . . ...i.:15,46,-;.',....-..,....•/....,.; r. , ;:-.s......, ,.-./.1:-',,t,':,.. i.:.'4,•:1;;=;skrarar,•.firi.ri.W.ge . &,1 ."........." ..7. .• '-er•6•-'''-:•".." ....,4Ce- -;'...1.4'-..-0.! ,,..-,:.,";',, '..^ 4:- ..: ,',' ...;'..: 'Pf ...1101,4 .'"..."- '..-''''''''' .ifl.; -,'.:X.," ' - ' : -'.5.-''.„ r7: ' ''...-ii., igiiikik1;-4.' '-" - ±-.44;:f.k.i.te ,." - s .'>t...; , 17, -.V.4-.,, „,.„ i-1.' 111111111111111111111111111"111111111111111111111111111 1111111 1111 111111111111111111111111111111111111111I1111111111111111111111111111111111 111111111111111111111111111111111111111111111111 1:41:1'; ...„,.;,..- 0 14., Til• IPA, .; 11 M141i ,t1fAHMA!9 12 ..-1 4 ._-..) 6 7 8 9 1 0 ...,, 7 .NOTE: If the microfilmed document is less clear than this • .';, 411 ,,,---, notile, it is due to the quality of the original document. ,.... Lit!, (f k ' S f: ti e e., zz Le, ' 0 e (>1. 8t Lt. 9L Si In CI. ZI. ti, ()I, 6 8 L t-) ti t,. t" e l -,.' 0 -1•• oZi.6 ll ',"!1,,11,11!!!ImIl 111;111i i yr, it. 11111111111111.11,111,111111111 111111111 Hwhmitii 11'1 I, III timil 11 It'll 111111;11 0, m CITY OF RI KVA LA • APPROVED sP 1988 -1' ilk 4 411 . . -.(-4 OATS,' • a.- I • IMAILtt J03 PiksilleZtitS pevisto, 1:114 AWING Nt)Isit411,16 „th ••••110.0ff Mow -REVISIONS ••••••••••••11,*••••••••••••.1.......•••••■•••••• •••••••-••••-•-• "tr.. (,) 544' ei o -retilLri-IT • , • - 70- 0'041;., ‘5•11/t74. 1-( )(/ KCOt:/rid, 111* ---- r 11"( .P4,eit)r( vi-mw prflittei; PPOthi.t. pr. rep • twor Q,54, 1 • - Vis • , , '1 lxr rall/Ke er 61-fitc, — - • *;:? kccoLA.4TIC. RR, ritti.75 lz.ATST7 e-141 / -Rep A454M W>( ) 176410E14 r o- , co % ,.7Pft/1/4/ /1/4 0 4, 1-0 E5ar( , Ailt,1449.1M 44.t.f-4 04W. Rtmcwo -1.66 Av7a0 7;.., OA *1 JK Ael ihy 0,A1.• If 0. r iAlttikt 4r :,thritt. trilev low) /WV: .6,1t,v OR. C471.412 )Aft Wei-14t-444" 6**1••••••••••■ala.laaa.1•111...gaa tY; tiAl"/(;101 r'47 r:*4> '""-41 FArtin) a -7‘ • • • • -.4 f a r a'. • ,n f i PUG 18 1988 ••• /r) P4L7it,E FitIvA) Pitt. TILC uhddi EnAuve ';'•!': tt• • ..• • • • - • - - _ • - ".; •••••■■•■■ e ■•■••■••111.0...o....11111.11••■• 0 . u1 'Tufao 7.7.••■••••••• •••■•••• V5-10, FP-1 ;L— AT- • rife. ariA ®Dolse 4reie 4-4:4 r- (b) T t4ig., 1,0YH !7./141%1 k 44125 ,,-4_4.;4;-10.st2 5101, Ai e fr( 4ritq 0 ant 41-11.,m 4;qg 4 / . 1,43:'pew - th IS e'.1.1,A•oprir.-,04., ggfrIF (1-fpfr c22.46'.oz (Die/ _ 37. tAMITO co,oporr (soe. EA.6c1 vw4. 1-1411 511.. rtro .9y"ct, f(01,0C4FJC, r4"94 P1e4 -tetuAd-t- •••■••••• *awl/ alaia ..■•••••••••■••arlan• 9 Lq- •■••■•1 -•••••-•■••■ cge Gem 7-0 yv 0'4-(P tzty. ,F I/111a. •fAtql TN 57491 a I -00 0,0004'4., trf 4 Vt I ea .C. 1 9V- 04.; te.riV....Ao _ -0 oUrtYreg )-r i-eko.r\ir 41M 1,V.141-1P-Ar, seX *••■•••■••> ,•■■••0•00.440k ••••••• •••••• PrC.414A.‘ 1010 .?? • r I 1 721-0 ---t---1'7- 11 Paa• F*."/A +1.•■••••aa/ I' V ..... 141,11L h SP C ,PYt Kuvi/t; +3/5:2241-s) 1 4 Ale ILO 4o? e 6" 1. P Ith 1 •i. 1 i 1" ■ I..... i J-.-.. I I, ■ i ! I 1 I { ............,;,...._............4...—.....-- ...........r. 4 ', 4 --71*-1-1y;:-'1(1311;:e re -'' r — -I — ■ I t ; I t- , , f 1 • t ' • -.‘,1 tt 1) c/45 154 1 r7( I ' 1 I- i.---%:e.,'r:!i.1:ffil:ItAtAlt!if. 764:6-0 I7----4 , isf, ,,,• 100 rive- -A'', . t- -4- ..,... I7::-- 14..y.4.*.t.4:r4 5."411 \' 4VALI0 geag go — —4 PM. I ...a....,...7.8 ....a...,...' . 1 • ) ''''' i ; ) ll ) ' 1 ............:aaaIlIaLlael`aaJ, 17.7... t . .■-.4..• * 4....._ : 1 2-.1) .1f7v1,1ico-47... V.Kfir,/,NA• - ■•••••••••••• 11/VO•IP • •••:* s''''s• ! rIAN FL' -010.-1 °C Stir rv4 411A ro, Ne4riaAL. - . , •44419tOttlgAMITROAtrarowst.7.t........ -,:"W-eyslt,4.0140 • &aoiLa 7Wvsr-F7' 11111111111111111111111111HIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIII! i11111111111111111111111111111111111111111111111111111111111111111111111111ililiiiiillillit111111111111i11111111111111111111111 %,:# ri mA„,.9., 12 I 0'. " ''''''' :-<''''.0f:i. ;i:)..16ZZ'''' • *ikig.;i'''J.#1 . 2 • , 5 6 7 e 9 10 ..cx ;,;•:.. -.- ): ,, - __:' ,..',AI.QTE; If the microfilmed document is less clear than thif.i kr..,:. -,-' . :. nitittide, it is due to the quality of the original document. .,...-.: :.k. 0 1ff Ulf • 4('. 9,, I7e z.-"••• te 1:0?, 6I et Lt tjt 4A 6 zt. 01, 6 e L c u e 1.111111.1111!PdWIIIIIIIHIIIIIIIIIIIIW:1■111kh111111111PLIMIIII111111111111111111111IIIIIi1111111111111111111!1111111111111111.1111111111!1111111i111111111111111111111111111111111111111111111H11111111111111111;i:111111h111111111i111 11111111111111111111111411111111111iih1111 •••!••••-•."-ftt ••••••■••, I, 1 . Rie EP es 4/117e rt) 1 tirfrePTU wo/ v47-9 sEP 198 At ttp.-try$1 DR.AWiNg4 f 7 7••'-':'•::'t•ft•-• • . , . • x Lit pit6ft.4 ew 11 \,„ 72FIZZIL voile • , ticYWNI-4.)• . A 440.14 e4R1,***&644 qv Hr. t/r fro - tv4tc. 1 ._, 2.. KZ 1?2,6‘. ,00PtiT /4.140vt • . . • • t k 2' X4,0V4,11 -r' asq v.r.„If F-x 1,4,/ k Pi E.-tv .e--r ftc+44 • vg4t1: r-if 294" P,g.rfq. 4,61 ld • • ' • • 1<r, Th.- ti , F. e.1.4.112..voF , . • fi• V O7r. :-"SY '(agi fir$ 6v4a,1011-4Itielf1175vV ti4*(17,0f.401 et4t,agtb .1e44/434/ 14mA i;:-.:1144-.1r4 _Sitoi4h14. *livA44* (r. riemaftt 1o4E ezn-vg, RikivicALP 145()F,E17 r1 ti*atate,vm M.,A 1 I (71, '. 1 -_,-:„Jj...,:„........,,.....21y:-.r..-:-..-.•:.L.-1=-,•:-.-?-.=:-...-:::•.--- '1 II 01 11 -----.--,--..7.-= 'i, [ IT - - i■ Ai f- .... ',i s - ,L;50y.-44'040? 1 i ii ' IL,Idli.- il, ,00.411 ,efli,:ii-i I 1 'l f3go: t MITItWou&KM Erf-#1;:--- fr1e;111V—.'' /---"*".\ i 4A-P-avvvi awo44 liw. ----- ---- - il--- k!it;44 tta kAy, fri . , (4'10 ) ,17,--*c N Ot. 4guiiikt t \--/ • I t t7g401:r szo4e ext-c1S. NATul— PJ,e..-vfcse•ci 11. 'fl O; --- I i ..-,..,17,1 14. .- V h . 4.14.' ,s- A. i4' =Y • - - t1 m o s Ni uf ---r'.! Sc 1i e- \ AC409 Ctt-; 7 I. ,1....) . IltegAl. _ 4o) Vsk, frI if* + • • i•! • . • W.. /•'0,40.;.0- fff*: 00f 7 f$1*14e4,4;'Fiolk •O.L114--(.11r) "_4;s4A11.-61`.04,: ,:•40( Ti 0400:361#. ke114,64- • bv410- err .441144A . . . ... .. 1 t .0. ...., 4.... 'I! . 3 .,,..- • ' ;... - . ., , . I . .t. . • • EMEIRMEEdif- • • It •4--4-••••••' tom STOREFRONT' 'SECTION wire px-f-F,tivai? • 1 1,4 -yr5r, Cetikt4Mtil„ Fe--1 15 - Kt h-t4vF, 50,f, fq-A e-c: .0K _ -t&) M-, Pfl, eLet ra 1.41,-4-64 I 1 fr r:levAt4 .roofrit4t. wliP■lok4 P,Nrf ce-A0-1-4T r4344.1pi;-, iM44t4 'seli/eArA. kAIM J.T.ATAT, , irt ISM Alit./..tbAmvioogniftwAtmcos..445riakevoteavoto:rm,940,4' • . • „10-31.o•,:e.,asa.grioNc-Avar" &Air— .yao-* mIsie,oiuMfavasolo,worati-.44ip_$'4,1400-- 4%.voliettokoMeiw.treow&ropio20-410.0Age_0;wpwatt4wie:-55.)00000-.*. .,0-00.40gasat ',41.C•ktif,4.W40•4,1 ."4 ,i,riPt aseii.46' 1111i111111111111111 111 11111111101101011101111111111111111111111:11illHfilitlilf 1 101111(101:11110,11111011 • 10111111,1111 0 14 1111. INC ti 1 2 • 5 6 7 8 9 10 11 mat ortfP1AANY 12 , OT If the microfilmed document is less clear than this • • Nor . 2'neitt•$e,, it is due 0E. i3e, L Y ge fie e,e.; 11141111W11111111111111111114ndi11111111H1111,111111,1111111:111111I11111111111111111111111111111111111111111111111 to the quality of the original document. -47t et et it - 6 0 L 9 c; 1 U L vied 0 111111"1101111111111 1111111111'11'i 1H111111! 191 fill III. J1,11 Till H1111110111•1111111111111111, 1111 nil H1111111111 1111 MI 1111 MI IIII Int 11111111 111111111 1111.01ON...1•111.10101.0.1...1111•1■110. 1•, 1.11..■••■■ Hit. -0,1101 t'44 f,`f 141- /4-41 1-10141 tatvelormit. W tHMA ta. 4W M4. ir 1otint-11 NaT orivor., 491-wpweitot4 ritte-4 D.146 oftlownwOWNIMM...1■•••■••••••••■••■••••••=o.ton .111.1In•■••••■••■•••■•.•••■■•••■ M.00.•■■•■■••••••■••■■•••■■■•••■ • ,;1:`,0; •••••1.1.-t _‘461te,W44 Irot4A1•1 Nel't ,t4tOti;orO€4 la e.elkir0 ir It.44.041" NOT th1PO4c. 41e04.40.1cis :',... • , —"'.-''''''''',i,f",,t-ti.,te,r.'.-;-z-rlo,e5'-'''.2"'":' • , iILp: . . - --, .,,, .:.,_ ' ..'; ‘,-".•' . ..----- , - , ...... FII Pt' V ■ 1 „ ........."-7-'-' : -.• .,' ',••'• ' - ' ,, . , . '"...... , .'r.•; .... , ; t: ''''',•;.'''; i . ' ,.,): •144. , . `..!. '`.• .:.1 • . . - . . ;'. . . ......-' . . • . 1 '''." , 1... • ., .. . •.'i;•..,. I''Yi . .- .., .... . .. .. . ••• ....„. . , .. .. . ' i S..) - , ■ ' 1 . ... . .17.$.;•• ,.. ,fr,'; . . .'... ,,:. ::::., ";!. :' ::. ''''''' t 4.; Ilf•t 17 • e• • .. • ,1 ,:,,,, .., .?..-- . . Y ..,_ :,-:.' '•;,...: .: i .1.•: .,••.:ril.,...0 . ',..- ‘...`,‘ .-,...) . . •^'. ';'' ,.' ii: ••,Ji''. t'n.i:'• ... . — ... '' .. ., A .. I ._,...,.......,„,... • • ..,. -,. . .... . . oftlownwOWNIMM...1■•••■••••••••■••■••••••=o.ton .111.1In•■••••■••■•••■•.•••■■•••■ M.00.•■■•■■••••••■••■■•••■■■•••■ • ,;1:`,0; •••••1.1.-t _‘461te,W44 Irot4A1•1 Nel't ,t4tOti;orO€4 la e.elkir0 ir It.44.041" NOT th1PO4c. 41e04.40.1cis :',... • , —"'.-''''''''',i,f",,t-ti.,te,r.'.-;-z-rlo,e5'-'''.2"'":' • , iILp: . . , - , ...... FII Pt' V ■ 1 „ ,i:. : -.• .,' ',••'• ' - ' ,, . , . '"...... , .'r.•; .... , ; t: ''''',•;.'''; i . ' ,.,): •144. , . `..!. '`.• .:.1 • . . - . . ;'. . . •. i 1.„. . . • . 1 '''." , 1... • ., •'t 1,... ,V•‘ f( ... . •.'i;•..,. I''Yi . .- .., .... . .. . ••• ....„. . , .. .. . ' i S..) - , ■ ' 1 . ... .17.$.;•• ,.. ,fr,'; . . .'... ,,:. ::::., ";!. :' ::. ''''''' t 4.; Ilf•t 17 • e• • .. • ,1 ,:,,,, .., .?..-- . . Y ..,_ :,-:.' '•;,...: .: i .1.•: .,••.:ril.,...0 . ',..- ‘...`,‘ .-,...) . . •^'. ';'' ,.' ii: ••,Ji''. t'n.i:'• , • .. - .. ._ . e..4.,.!..., . — ... '' .. ., A .. I ._,...,.......,„,... • I Or— ririt NA-rep -•er kit-14 pto?qot /1-.105r4ce4( vrt, /Aft-t, •ori.=z2vv. F..aor ^45 • 1,21. Pepokne (Prot ,Nte eirKati. 124.1,S A-q A-A4 Pat.. :1i• U* , I inc. -1Citi IN; y fet-i/v4T Ho TA: 17eYtelx,pt-fe, fr 1C;44 IF -ref-spasvi,-rr T edoNsircctmo),4 AT ed-1044;o • 4/4,000. fr .,eftW 3,4PICAlt4 141.0 rips - tweip ~IA0 !beg 0$4-1.,e4s-1 L 1704144 .111*•••••■■•11,110/11•111••••■■• ••••■111.....{ , 14494.-fl . 1%Piar A*,5tiolA ti!!14 ,XLitYAItot4 Loloorc. . - 14H Aeratif-T . lott.,1H61^1,1:1/0,7 +1•11.1.11•■•■• FIRE RATED . CEILING .1.(.41 PLAN ^ Norre,4 avyft.. pro:trig.fot-i6 pu-t ft/Ale-4? 601(.4 HC, Ar-ip N 4--g,IPI1-44 "kit*. tzar cAt., . c-ot-470..A4-10F.. 4,'L4i iaT vy te-1.11-1G; r OHS 3 ekr-a.FttracrvicAL. pte.,Avvir-446, PNOK 1.41 (2)7SA WA 1 °H 61F r1 : f(Af.4. P-4 alffeAg. &ICC 11071-M..41N*. Headole ?Pe fg-0 •1 V-ft .AlsreN't tom 07.! Tfrt '/6s1* 1.4\4\e2iAlt.y. ,,4;,wsagwxaeOt,_„.,24.4g,lvrivjgtvmty„ft,,uyLvkwqot,k.s..gzg,•,;:,i:.:..,:wetic,s.,,ns:-oe,,,,o,iq,,xe.a.,A:;r4..o..-_,r--pe-..pwzff,z.),4rcs.a.f,tyAtzr,4.-oz,-,?p,,,a.oi.,-re,,k-A.,&. - -.„3--,,'..---i,g, oatoy„wAys„..-..ii..11N.;. . ,re. Y:,1.-1-75,74.W,44.-.:1,24' -rry'lle'Ag'1,,,...e.''0`.4',6-''''MZi-. . 1'.4,"`-'-',,,,,;14,—.':-.1:,-1144,-7-*.itlX]i•-..'.",- r'5''''')':r1:1111'171:11-111111I'll?ii:j11111.'lliiiffiiIII?>:1:116'111-11'.'FIT11.1:::1';:1:1::1 1.11..I.1•T;I:17-f1(1;‘11112:1.1.:;111'7.11.:;;. ;1 ; .i.'i."."111"1711111'fri71?-1.1611".‘rlill:711-111'71711'IT''ill'11:.(r1 1;'-'11;131.:11Tili;iifc:III7.15. :;:-.:,. 1 •.:1'. 0 16 TIISINC" ! 2 3. „.., /1. . • - 5 ..; 6 . .. , 7 _ ....x..,... .8 ,. i 1() . ..... .. 11 mAntwir,F,,,,A. 121 , , , M174; ' I,f the microfilmed document it5 I.C38 clear than this ,... :-....:;;;;:-',:. --moOfe, it is due to the c.u?lity of the original doc,uraent. oc be. .: 1..;.--; (...se. G,.': +7Z ce ' t -A:itz•-..--.61----ti-r ' . 2,i: - - -41 ' ' ' i' ' -.41- —IV . ti. ` ;:i: - — -61,--'-'6-"f3.. 'L9C;VI.:Z l viv4 0 IIIHIIIIIIIWIIIIHIIIIIIIIIIIIIIIIIIffil 1111111111111IIIIIIIIIIIIIIII■11111111161111111111111111IIIIIIIIII11110■11111i111111111011J1611IIIIIIIIIIIMIIIII.1101111111111111111,1111111111611111111111IIIIIPI11114111111111111111WIIIIIIIIII111111111111111111011111IIIIIIIIIHIllill • • . ,. . .. • ; . , . ,. , . • ., , ..„ ,•, . . :. . . . , . • • • ", . A .•••■•• ,Ramess... CITY Of RIKWItit APPROVED SEP 19 tlATC —41 •L. 1 I— — ACY r, ' ;..• - • • - a y a" ?.4 �t r Ar 00116 1-11.- iR ! ; fZ,. c.t,cfl. / Raot~ any Ml`; . --Vim t E4t i4. 2,02 /7f04 ,04.1 AmeA jt ltyl =tl*; Rat vrtlr -tNj 111, 117E;440 17- 07- - 0" 4L,w vi'I atilf. _ fl W 4 t i Acva,• 'ft,thakds f4 .p 1614' . ...«„ ,je lot .-r HI W L11 P,0. 64'VC1 I/ /gI P1.1�iq ",Modr ^AA'k I° tiv.retet" F-0 of eifti41, NC- Avit jal elfti •e? 14r4Pitsre a►'.•014,11'44 10".6" a V.0' -I" 1 !o TILE (1 • o. !°Fill f ItNfttx. ft1f -1\ .f, gt;j, A -11 r-4-Q tt r f`�. iYa ... -F.. : 4. mod• 14, hitt in P.. 6,4 SOft0 4 (' .'G..Vi i qy. f•!K YJT DDs t.- DETAIL - J ' 'Alm . tt-'t • .ta' 1 1 )p'r+ .f A 1A; "At-. 4',UG ' 1 G �►'s% ' 61.1 i H p t eos- ,,* a2,-1 'T, 0 %• i �- i�tor 4 (AA) 1 21-u, MA- Got' t) ti` • .fit r'_C.. _t (o+ -.o Nj _ Iftet I A1er -- -i -•-- 17t'jAi. ,Sk.e F3M1•A -1014 \-- t t.1s4G • 61F.V CM /tL. SECTION i1 „ 1 - tY {irz'Jrr cc' • -- r =10.5 twe,t, 5 SHT, A-11 J '! ASS ---' 4--ER ?L W - e rit0 i cE i 0 p4 III - --125- pg(,OF =I Nct I' -E00 a N1S "-- 1". 112,0i o�°t��tri± Fke4y or / ?y =`fUC, • _ lath, I - 18'4' I N. P'1 f ,4e.P. Y:11t`('w, 4.4. 1 i ! n l Pze•fah • " `.. 11 (V 1 - .r. t tol etts #0,09001414-Itit: 1s A- .. / 0511.A$107 6ltt -, 411•1/161te . ., ............ oP .w' -r. s:" Oki' �l Atd. ..114L, 51-W• -f fuN111 #lit} • -- veloto,4* 4 rate( 11-vr,v±,• G,ch t+d(4t4', t, e'rtdr'I 01/4Wz pf;pAfl ' r: fsb,14sf { l "115 A1l.Yl'.TLTTJ, 4•••_�,fl'� _.. r,. , ,t /4V- �'IN:CAf '/ad c! -.4!l - • ( P(;. 4y Tr) 9r4 .91+tTAt•,�J'(v17 (6rc 11 A-1rF M .ter �r r(11?�1..al , otZ ..- x- ..- -..:.- r li *TM Fl...4.ekit- NA 114"1 ! . t ,\ 1H • e Ft-a ti IN .___ -___1 Pokr'li, JM •;' P( ' INfrN ;/ e.oKNfN j " FMEI t- iy�.{y or i Pi reWN IS P E C14)¢0.-- 1 6ft*W• OF-- AL. < >N EC %T- -- • } e,r ;ii14 ! 'A 1t•ii- : !t1/ • .51117 ' 'isf+ -tt I, ocA Tor r:4 ,y , 1-1L-6 1 R p. fts i ;', G! -r , Kt• %F ,\4j • _r 4'Att • `.,41 •mil. V'{ {�` /yam --.... _.. ... S-T•' -Mti 2.3AI (IA 1 -Oil lit. , . rt tH1 , � ('/C- Ap[/J1i12 i.k+xa,'V -MZxYr t re1te Jar -[EV to 1,Alo !a W, jn£i40j "5(e•••4 .' O: ?, A -;7 w.n-a -. -. wwtp -' G% r, viGi�M- KVi�fwi. �4in .iw•.aMa.1.Gr._ «.�a.�o'..xi�' `? G A. !/ . I 0" �IGHf F1x-f, ee-e i ;t. -cTh t7v`Y L'v'. /4. A-.1'° o OdiekfiAto • tjAr4•. pi» TA wG , 2 ` ' .�lr ,, 4014!, ,11,tirte.. .]e...¢...._ 4,14ft. ArNuf 1'Yr "hloK"TuN" 1 `l 4/4.14 tife..44 eor ptiovoe,7\ DETAIL 414:' Aifk14. 24.400k L• Coglivfr,113 t r•Ix7uk :. '49 OPteT. r :— ALL- .1,6f; Vitt.YVA4.4t44, ' 14 lt'. rkert,, GfGt4i rc.edi PING A.'s U eAti: ft/°,MisnGif.:.. FiApt..47 oe Irti , 51 Wt t., GOLD.. lAAMt%F`• 131"Net- fort'. I -174Weir.•(t 4(„44. 14.;:r . !; 4t9L.' 4V4 sry7 �ltt fept✓~ .. *FIt' ►' , f t I;' t7YS`S»Rf! rt • rtekm J.3i-42;i4; 'PfCt.s/Af* DETAIL ryy T/77rt..rf,"1, llk 0 0 rii 0 off co 0 1 t t1 : ,dt' 'r1 'li 4 .1d U A.41 n a. 5 I • 't .-i _'_4 .1•-�< r:...:'4..�< �.:.i;;` N;. .1../ -S4 ..4 l - t ri V_:a'�4t. t• ?fir .. . '•�' CITY OF TUKWILA APPROVED SEP 19 W1/415;t4 r _ C T l QN . 4d k' La a', 7 % ? . f P .� x -.. >x. .. z. Z . ri r 3 . •.*i ar -f.� � Y }. a: �' . .a;�.t. .. ... ...«1 -�.. ., _.:,. �'1.,. ... ... _.3' . f... _ 3�S{. �4:. _., `lU. art .rlr.. d. . � _.,. ."� � .b <3F r r _.s is, ,i. > f.!^� s. ,�" .. �, d• � . _ .�"f... .i -.. .ti i ,, .�b'?:Si. f: .. ...';•s . ?'Y+. r.7l �4 ,.>. 'y'� -f: j'�r*'5.:2`.fr r ur.: ".� ✓t . n1 .. ..i M1... s. � 1 •ice i YA.: .L.J� f �t` � +mkf� � % } +YY,... .F i , . -" f 111111 1111111111!!! 11, 111 1!1 1 I 14 I I II I ICI I1,1111, 1111 111`11111 Ill I 111111 � 111 111 � 1111111111111111'11111111!!1111 11111!11H11111 1! 11111! l,KI7 b IIi 1I! 11 1 16pL11!0•1111tl11iAI 11111111111111111(1 II1!1!1l s yt rZ. t n•; •. >d t. i5^ B�Si Q) fI b r 0 10 iii( .. 2 /i •. OTF:' If the microfilmed document is less clear than this notils`e, it is due to the quality of the original document. Off, c,;• ii‘-', L.-, ,f, :-.3G 'II ce 7-' tZ -.0 61. 8L Lt 9t SL fit Zt LL 01 6 0 I!! !!!I1!!!!il!! I6Ii (!!Ili141111!1il1ll1d!!!!!!!i! IIIII!i!I,!IIIII11II!llthI11 Ilil!IIIIIIIIIIIII111111lllll III! ll! Illllillllllllllillllllll! II! Iil lllilll ll! IIIIIIIIIII1111111I11i1 !I1IINllllllllllllilllllll 5 6 7 8 9 10 11 NAllf∎W,FHUAN, 12 Lf 9 c; 'J t: tl L "vi (� !11!I!I!Illlli!'!II ! 1111! iillllllllllllillllllllllllll !I{li!illi!ll�l11�11111 DETAIL • jk-- • b.- • - •:•-• • - •.;) • 6Yyttrte#41, .46 - ,Irrove le ANN • .11•.111111••■■1111MMNIMMOMMIPIMMIOMMIN.MOT tvt;t, "4v4". Avris?"11 • rt.A -404C4r tla se) /NW -,Irrit 6:1`141'tf-V- OtAl".••44-41, t4-•";• "Aot ettit/ ••V ',4f4X000,1 • 1111 10.4. +- r "4. T- • 'WI" I tot-0k-, ept. •Air 4, evv, .414 0474r- tvrog.tc... tficfc„ • r.Pris.r, -NON .6'''?4A-r,, l'•1(A4Kt• I.:Ayfee. PW• polii 4.4 a'Ait Xf-Aet•• f>rtur.4e. vw4itort. • — .ovor-,aq-4 rty 0,e,APANT k A ptAixe ti/Pkt.to AXou'r • /40-•W•44iMora. rt. 4 ;P4N01) j_ae 1 14-ry • q'v 4 4/8.09„: S4-0■1.4t.f9 4*0114 ,:t40(zew • .01.4gere.i,•..."-‘4,•;1161,. "'T-Httoispr I/7? fig.eVike -14 Akelto,iffna.6r : VAI,tet!* • •:. 3,60 44e4leV•i fpqJ VIrt**.0 LAVA* Pr 6/84 erg** • al "rto *ifirA9 itWei•ci • .• • „ • fliZA4Yit Jew •5 14.4: re.,AfAit 1lig.t41.10W,- 4-e4 1 101pwiNta fott-it-5ti ,,att0•P- eeit;4.,4 thoosk. •ri4-110,4 1A00.11,,, • 1414 1•11EIN A'",.PriAl .T0 .y.4VIIP-1 /AAroiet•ig4 tt"1444c.4.1.7 " th A 111...111.011010.0.11111111•1111...10111.011..11.•.•1.01.1.1..1111111.71111.1.111.1.111.01111110•10.1111:YMIAblillf-111=1,1111101111•10111111.107711111.1,0111110. .M111101.11011111111.11111.1....141.11110dMIPRANWA11.111•111.40111••■T110001.1.1111110.011.11111111.1.1.1.11MMINS1111.011.111■11141141111111•01110.1.1111101.10,11.1.1 DOOR SCH.E.DUL.E. eet,4:3. 6404:44. - 1t-(104. -tot I, I frrrti, A9al wv- V1,4,041144 /e3 f4.061` b° -7-10,sc „ 4 gif4.4 1 ill et 1,444. r-44-, 4- WAIMe Vis4614. WW1-- ket/4'0, 4vot•;..e.v 11. -r-il r • 76 yet° VW. illtq 4 ANI Ir • *TOL.* er4!: P4wit, Zfit47' H ges its - 6/6 P•V•I, 7t,-1 Aft. 4 • 4, A, tsg.,.1/4,4,14. A 1.4 !WPC, FRY% -0,4;Ake, 600 1.........aragrarmwrraroornowerawr RXVISIONS NPT, VI/ 4t,z. JK. O114. LOCATION :/AA I ticlelts. AA oKeArtf‹,g Akk Isty1/4116r,iolL er.4..ir-sag., ‘1;-14611017, or,Ae GO M-10,1( 4• ,4! AV tie A 1.• • rmir At- I. AL/ • liff-ic 194: A1-1/A.• 1-1*-1 :1 kl/A • i4/P1/4 3-4 - -r- K.C.:44k4r.K k3i-ie*-- A " 7141vi /VI folk m*44.4, Yr* •54e *Pt • rzT, *Jigti A b.- 7 lila A-1 IVA ibee orte • t_iscrsi. TIZNIT A- Vitt) A- "I pa-TA-14- es *Fez. 4eL.-r f6144A4 e I e KV. Wag. - orActet / ortgoV a t. T otAsle 61a Ic."4e easot,1174) r4, . fo A40 4',074F..1i24,' ,101(.06■4ie cAKICIVAC. ei:1 6° IA rig- 2.47-7:*-r7L7.- !_r -34 (.)11rt."40 cr.artv.wit.. evor:".--1J17$00;.--k Vag, 0V-it-WAIL gag .$(140-4147.14, 40g,r-., /rep:. ti,t96.. rer. fit ..A.••■■..,.....x■■••C • riV '44 )1 ahcq 641 ctefkl C:AN IIK/A14 e•ottilt, • rUir • T. eorruc 4mz.14.1 lAtri • ,61.0*er •••••••••.......a "wart?. r • r.; I 4•1.1 •SforA4e -eze attft./r, a. /A4g , /et 47t-d rft-d rum e; ratz, 7rP1 tOltiC7iie75—r747. iskitiiko visfr/ Ae,a,..1; g.. PV01114 7;ATh 4‘490Att.414 gt,..,1,..!."-artgiczoic 441f /j2 '`,ON AMA' / 4'40r4C. W& 'AAA, ‘ersie:ainytt. Fl.r01-1e, C-OriclztExv, 6.:Og te. • '4'eftot.rvrAkra"YiciVer----:-' 6-6 x 771.0.7- 7-7/17— 70, tio-' 1.t2 Lrf ): . x 17(...0e i7C-4 my /4v ft 14" j- a 6 I IS t-1-0 6.; (.• ‘.1 • a/A '52 1 1-1" H- A 1.11 10344', t4 • \M • ••• t J- 6 6 - 1 • 'yvv t 14, 4c 14 J- T I w17 I. •//- • we 3- 4 1/ 4 vicy ', _i, H'/ 1-1r4 1-11:74: : i-:: 4 j - i+ ''' 4' ( -..---,---, HA 1H:4;P Jj ----: .5-1 iii1b::- ci:47. 6 1.47,ic 8 -,c J- a .1-e 0 ; - 4 4-1 144 1M. 0 fitLA 1".....frk.t. 7, ; A-,ii-V-74.- 1. 'H 1.4 1 '1-1 MjH'l. i 11:444." 1.4° A A 4 A A 1 i-1/AA 1::: - j:1 •: 1.1° 414 ‘SO MAI I 174( 44,...041,, fencaPit,41P,OK,'' , '40E-t174*- St-41, . c.akt;i1Vilk.ja."Sleiklent, • .• 1 fe-01.4.WdIS ft-fAt441./4Mt.6.;iO4(4. ifif4,04. xroi=4?..tvax. _ , Po& 1.fp - 6•00 001440P, Iii•f•gMer‘v ;G46.0 NAP. t. #_ •'6800,4/w 4t....N..44r. 064,44 Jelb..,44t9g, 004 V7etift #74/015. Vf/13 40tiele. wtert't ,eNt, if4(044siv 14.41/ Vev#, PPP r4roArtto waig4 400 r.,411A POISti p-g•fro4 • .4.44.••••, war. raw... wow... 0. 410.• FAft 4ge rooto4 41'1 f--0! P5'62it (Ike/Mt. fIP4I44 aik •Arfork.---•- 'fre- •fr'74te, pror-. ov:ifecre, •• Ittglefiiatep..r- • *Pa • '—" 1•4ViitT;PNA6oduit. 10047' • ?1 ' . : : • ;•k,e Agio 'tttii014 *411049. F.^ tr'kt°g• P11041414 .1aHANT-/-40-itiopoc, rT7# vent. ; • ,TteHANT esg.tf.A.WaY4 arrorrit'emer rarmartarra 4,`‘ g 011 6444.111-4A 1-3 .F..6.4s/h.lt-4 /Aro -- \) , ; e•16,114, it.t/A04.1frt oic*, Its es.ioyfA. f itte."Alt4 A4, vo 44' • 14-6 ..1-4 144 .1-' •••t .1- .6.7 1+4 ..)-6 -t Z44 • 45112 4„, , Ya S 1 AfAs, i.444114-kti7 • • ------- • ------- , ' ••• v ern. ;•,6 • Witite WNW& fr)t.e OMVP--P;' S Ht; 1401.1/OW AtrIA1./ to< 1.10Piekow • AfWFAL. 13 reas44P 1 4" /V( I •• Ittlki r r.Vc.014c4, I • f , • ,,- ,,,,,-- ,..- ,/ . ,. . . . . . f .-1 ........ .........,.. r,.. ..0.... ...,;......•r 4 w. . . . • . e. , .... .4s,... N ' . 1 Ve41414,1440-14 TriLE SC REDUL E, " r?.4 ao-A&'"1 . . •1,0.1 "ofts.114-45,-.eA "- • 1- • ;..., t-i14 • WM4 WA(r41-•..4.o1 t/10134 rrjr • • 5 6 044 . rit-Ors v.tu, ‘4 • 141.vt44 lotw-T4 Nt).....e; - to Ito rt h4 4.1*.";, '1.7541.-Ter , 1&-, utetztr•Wi.). 1•1-401if•.sliftzar :" relov d-evg.'r 1-nitxtrt r4.r2oto . rav •01,1,1"./ rt)48,1-1C. eeP . Moo& (potigtool t4-(06. • Avoq. 14-1-mait4T MC-1751/E7 grtAA$4,c45 1:7 114 + • va-3•••••AKT 4VA"c • • • • , • • r ,•••. ■•••• ••• •■• 3 • • • • ■ • • • • • • • • • • • • - • -* • - • • • - • ---••••• • - ro t-v...1 vik4 • - f OoV (-•001z1" Tei4AT firor,ffgot-ir MeV 090t41 lMILyal•f45oAT c.optitircett, - MeigoventrAN 14-446, 61 91* 1? 0 IC }1117140 M &JAI" M411 QV W14/*M it-fulten-Mtrf TtaLe i(t Hi% rwrarrowaw•&a•arwerer.r. - 4 asear .:41:145 mAntz.:74.1, t71,ct--- t-tt• • • 10114t41,1, 14141C-v rwv. 1,AerVi) r-Av4 ,stn.AtAVT Mira/4=4r q 1-x4 ovey, Te.t:vid.rr 9440 vi 4.. 1-ts 4•44.4.11.)T 4.00405 lc* I •- 115 .4vArf-71TPA04"*W41 • WSW-WO miTliStil 0 0177411M0 , ■ W:A7147.07-4-435"-' - 0 1/110./V5= 14010 V.141e.. 1 ,NTkitW LAT& Te4-1Apif *AM, THNpfr eipar.... TANAHT 1 o014. Ivor. -71C7- ri 74A1-111 aanuctVatt. . V-1 9t•d" 7 11e-ft-04f 1 ia a. x ur 144' A HA els IVA A A HAN A i-t" J- c5- ..1•• 6 6- J-' 43- I .1- 4' 6°1 .... e....* 1 1,1.47 4„4-#.1/ .-4rpwkipv lif-r-1/4*1**1.4A14:411.111:7471*-704f-:: pet-ley-fr I' totwaie... 40 1.1:0:1'411,..1 t74 ,f1r44 rt• •••••••• fit t Pt* A 1444k Vb. ,4e, hc.) 14. . C, C. ow. *Alp eetkt ( • i!- 41w:wow • I'bi wASKAir t* a' • /h. S- —4°1'5 `tl-thi'517 DOOP TYPFS '7en'tc riliiH • • c r 0 ¶2 4'501- )z.co •..it-rpet: irie 4-tot4t.• erAf4 'I-1 tJAVINg. fkit-imfac..641,44 r›,/%6 Kevdp, '76/0"1•1Yr 4.r1: 1) *4 0 ( i# 4,.. 41 rie-F4--lcorff0;3- () ;17-f--T:r7rTos;;;Trzi;r: A r—i ,_ FT•12) rrri* ( ,4 q 4) ( Tor rOorrA% ) t) _ IPT• ---.„ (0 if 11 0 1 1-"T I b' "is-p.tArr. /0-44, Avoiomicx 4440114, ‘,4yrp-i4. '0 rr=10,444 M 6)0taivm N &IO ‘011.-riv1wiepg tr .r°?.-7$•. 14700g ./itHeltde 1.-ito-ret* LL_ ,fr(A.V.71 v14,g-ti 40m, No.-pto •••■•■••■•••••%* mMt /Z A ---- • tAer/ e/or-t%: 1 z -- x 1J- H-4, -40 ••5 1.-1 i_ L 1'TO -1-Ascre. FPAtm E A1/4....5-tAt3t..6 -A,AALL. "f3A:s Las.st.Er> 0414 1-k-ouuA 4.szo 4 ILL C." 1=AMV5- '4%b‘!""4 efeezt:i 1 ri 10 c 0 ei71-1 C=olz-5 4. 4 is -15E. 'rook Pep 1):414 /64., 60 1 1/44 •5-14.1.2.,Eal> As4:5 .veRool r) 4L- 714. ACS.f.:42-T5 t4 :)•k •.5 s ,4t,. 1"t17, f)..0 9.;So'6' k. U.& c. CITY OF TUKWILA APPROVED S EP 1988 4- • REVISINC: 9A711• SV- DRAVitil0 NUM: 'AIOZ4V0,4,M400j41.X.N.:C4.4451`..tiOACter:456440/4t*iV!le[0.142:V.V..41,1474.,:,.Wit10/).<0.4e..rc Acidg'4V,,VAWYJP.VN.-.•‘VV:.;.3*-44,.. ..-.i-.K24W4A1'.:,CVVA.144.94t7.1411,1,..Y1*".,FIEWN,./44;•kke..E•Arl YMOVe4144,..??egAb.d4geNge?.?-4... ■-• , • • • . • . . . 11111111 11111111,11. 0 lir III• irl' •. ., - - - , 1. , - ,..• -; — • , ••-••,.,:.::::,,,-...,:-...?,-•.:!,:::.L.,.,.•,,-:,,:•...••„,..--,•••::,--.'.e.:4•:.•.::=,;,•-,iY;Iii.>•••1'2,:,:„:,7,tt.(c,g2r.:•-•Mz$ .ti,d, 44,4,...6.,..,,,,:,,.,,q4=,,,..,,,.14)..--,,,,..,ci-;•z,,,,,,:••,-,:•.1,,,,,,,,4:,,,:,9..,,...,,,,,,, ,,,,, ..,,,,,,c,,,isf...,,.e., .147.,. ..-., ...: ■ ., , ..... ` . .. , . . • ,.............k,,......,... ., , ,-. 2 '-i .4 5 6 7 8 9 10 -I) ...,,„,,,.... 12 NOTE: If the microfilmed document: is less clear than this nOtle, it is due to the quality of the original document. ()s 4.• 11,. L< '.!, (..i•_ ti'. Cc: •e'e 1,,... •.(ye 61 81 LI, 91 SI 91 Cl el 11 (3 I 6 8 1, ,-) c ; ,, t.' c, I. '•••'• 0 H!H1!1!111111111111L!!IIIIHAHHIIIHIIIIII IIIIIHH 1!!!;;11111i111111 !I!!!Iiidl!!1111 Mill111!11.!1!!1!111:11111111111111111111111111111111111111111111111iIIIMIIIIIIII111111111!11111111111 IiiiHiLIIIIIHMIIIIIIIIIIIIHI 1111111j1WHIll . . _ _ . , — - . — - - • • r • • . MMIYI.INIYIY Ay: REVISION* • ihrPtts4 414"/MAk: liqt•ViaNsPri'S T-fro ,7170.vu Pt ia-M1 —• WAtit, l'211,141 • PAle;i4 ViesiaS•f4. C-O'-4C A4. Refol'ari ' tr'7K- rinvse fP0t4f494 tp9161, • • t•rtfa7 -ro 4V--1 \ 1 ' 151 —19A1(4-1 e'''.41`e•i. ‘or.4c • ••/ ;14,05' At' It.gilli • For, / h4E.w eye•Hi.r--14 • i : i ,- 'ItK?I`C•tri ".. 1. C'..tq! '4 1 Ilie•eli ' / / ?Patif'i 7.0 rrntdrVtit-t Vv4(Pe- MAW& 41-64,Nr4ti, fjr-ivt m.e4i4,7 aeo(k A"otext, tliorkt. £71,1; WIL/12,0311#44g. erAM• ,,111a.A r,r'r; r•Awraci // 14 rovr, • fiAlf-41■W ° .41 —* J.T" JzItt:Ze:r3t.zwri.,4014s6f1 1,60.ffe' d-1731,% Arotiocr. 6p,t cezt- • ' - .t - , 4 1\44.7v4f5te., • • G.f.111,L1-1-311 IKA.emr-t,A•re,9 T75,4"?iot F7-01- - • 1j37 " c5/-4 •,•Tc/04'3. •Hm-. &or:0 r)9440,- yrkitiey., r.F4 /Ws. 747\ er,-r‘v, • etre rze0, )04 vitt • A -"Siitt xextypir..m. 4:Acravantoveystn f itA."1.041, arisrf NOW rigk'r•t tik•e•it ?,Attf4.4 tIrtaHP 0.$04, va-r. wi4.1-1(44‘ ptfl -„- AVAttc7 -co NP-NN "ei4.446,40. P1•04.0N, VC 'C ""112 I H le-P-• (Wet-, Mew.. 1.4y(-01-4my 110 ib• volvt 4144)4. rt-tria4. - 1. ..11.41V t.is-tv* i2. fq14. tikVelfe IA 4A 2/(1101-M Agl'10., MU-4c, /C4,111r• WITH • %.evW z (f) w cc w c/) LU uJ 0 uJ z Li! ARCHITECTS AND ENGINEERS 0 0 0) 0) (NI STAIR DETAILS 161414._ f 4t* 441 rir•-(4..11 --- t-1411I- ? (MR *r.4. vt-ezer, •Pvi A4. ), _v, 54., 14•12AvotAe•-•e;Ifihrer, <.\ Mf.li 1. 5-----t*f —6461+1.4.0 flow, KOt--44154tri 1•1004:- I itl% 11HAVi*Rr.A. --- C*11krYiNter AA HOr • /A\wifts.4-leo"‘,411, He. lit A ,94,0K.retig 15,,APA 44f1 ra.•-)K. 90%.) j)F.4e . . \ * .., . , tA .: Mi i , ill .............*„.. ..... ...v............. , .., ..- a ../ . • ZO: .•:'1', t, • t! ;■$ : j.'; " . ..... ..,.,.• „..., , .- ! . .........._ . , ' .4 . 4.,.,.. '' t: 1- $ , ,...-.• ' • . ..--, t. i ::it - ,.. • . ......—;....-----..:,-.— r *eAkelet T --\ir L. TeritAArio ,two -ckit3IZ Witif; 144 * PUBLIC LOCKE / 4 on °c"t5IIA.lv3r • .1.3°74-17.1e4 _ 710 1(1 V )r•viC L- 0,141. 1 . .4 r . ..- alw,........ 71..................”..., ‘ A 171''' ■ 1.\ 14. V ( 14 %a,. V‘i N U...00 \ i CTA i l'A 4 1 07,1 e-&-C-€1,4; To t,,e ( ' Fara rvrrf ./.:2,42, e.{ ''\ii6tzi-i,“ . • , 'Ye, ro. ,vEzrk.gif1/414.-. W/ merAti . 1( AC,00•6 VI 4°- 111,15 —1) rip rt- t7 Atter' 1"2 I .\ f=0C0 itt4,14PP in-ktortm 2. . • ROOF HATCH- DETAIL • / 7 '7 ' . 7,,,,,,,,044,,,w.,,..5.4..:rai.rfiveit.,.3.1.4,...--y.-.---.4-;.:4-..i.z...•••r4-z-,*.A.4,-.1-e4.--.A.--4-r-Vt . :*Yter3. 1* f.$ .,.Ay.,,p4 _,__:,-../ ' Ar.40.t.1...afk.Awc, .treo.: ic*.r....i.= Offrit'lem . . • r , 1:- ..i.6111; /1/410:. *, ,,.. --------... ',..: ; I, J' I • ' •; , c- -)- • /%/ 1 -.,,,i\ i.tzt..wl,a,c,se.i. --\ ,\ / .., : • 4 i -,...,...,- •(.1 ,' / ; ,; :, \I: '..,, . , 'f i. i. ii: tt I. i- 1 * ^ I ' ) •• - ---- •-•)). ) *r • 1 '' f'l Ufr...7 / jf: 1 --, iti; - .-- - -'--.,,••••••:::7-71.' -• • 1.„.,.., ; I • . *. r1g4 Rid4:4 Pt- 4,. -'1.( ) " • IL .c—• IT -- 1 ,.......... 1..1 4 .. -,..,...........1 ,....,....\' ,„.............,,,,., ,.....,,,,........,..„.... .. , . , 4 ...:----:- .-.----„:-.... 7.ty-r-.., 1 , e„,sat, , 4o6.0er, V" 4. f . !, .'" .--"."*-44';'•-•—•:74 ''' . • 4 . 14,,1341-.. p..- to • f---', , 3 ' iiW*4--7.' rat,6#(•4* cer.-*) N . -• . , - - .64 .•. - P LIB' L 1 C . COFkFIDOP.,.• -- ELEVATI: N. . . , • . . . , . . . . . . . ....-.........,...nr-4.44.4*.mvn.g.041...-,..,.,.....-......—....,....„.......,....-.........7.~4tpAilvr-060,504".4p3.3ftt4A/040.41-1441‘44;40745•01i.14241%.544:4W4g*tia.C3''' :C7)0.s4/34-414.3X4s4:14i.,*411.?-ttaf,40-:),t0r00.:fe."-W; •34,0..4cy,41 -.3c04,0fetrioe,,,to4.344-0:Nr..„4:44414-0:404tAtie0...nocitzi-A423y-Agq•fsorey3451.M.i.,~t ofz.3-2.*Arsomfgeosym. Mer-po-,i5455vA.14*ftt.44 L... •,. • 11H • IH;;!HHil 111 HHIHII1H ;1111111111H rim 1111 1 1 1 t ' 1'11111111 1 1 1 1 1 11 1 I 1 1 1 1 1 1 1 H 11110 H1H 1 1111111;1111 11 1'11 will IT, 111H IH,111 1 1 1 1 1 1 1 1 1 I , • 2 4 5 6 7 8 9 10 11 12 NOTE: If the microfilmed document is less clear than this 0 lb 314! IN( • notPee, it is due to the quality of the original document. C Fe 0e (31. Lgl LI. 91 L +74 CI Cl LI. 01, 111!!!!Ildillh11111111111111'11111T1Htt1i11111nH111111111111.1,'111111 111111111 11111111111111111H 111111111 111111111 11111111111111111111111111111 111111111 111111111111111111111111111111111111111,111111111 1, ) +7 il I Milli H111111,I ' 1'6111111l 11H 1111.11111 iM111,111111!IIII FIRE .HOSE & EXTINGUISHER CAR. pa —77t:leitt*H" ELEVATION 1116 • ...,...._____. 1/ „ ty,. n---y/---- ..... • . . . , . . . . . . . ....-.........,...nr-4.44.4*.mvn.g.041...-,..,.,.....-......—....,....„.......,....-.........7.~4tpAilvr-060,504".4p3.3ftt4A/040.41-1441‘44;40745•01i.14241%.544:4W4g*tia.C3''' :C7)0.s4/34-414.3X4s4:14i.,*411.?-ttaf,40-:),t0r00.:fe."-W; •34,0..4cy,41 -.3c04,0fetrioe,,,to4.344-0:Nr..„4:44414-0:404tAtie0...nocitzi-A423y-Agq•fsorey3451.M.i.,~t ofz.3-2.*Arsomfgeosym. Mer-po-,i5455vA.14*ftt.44 L... •,. • 11H • IH;;!HHil 111 HHIHII1H ;1111111111H rim 1111 1 1 1 t ' 1'11111111 1 1 1 1 1 11 1 I 1 1 1 1 1 1 1 H 11110 H1H 1 1111111;1111 11 1'11 will IT, 111H IH,111 1 1 1 1 1 1 1 1 1 I , • 2 4 5 6 7 8 9 10 11 12 NOTE: If the microfilmed document is less clear than this 0 lb 314! IN( • notPee, it is due to the quality of the original document. C Fe 0e (31. Lgl LI. 91 L +74 CI Cl LI. 01, 111!!!!Ildillh11111111111111'11111T1Htt1i11111nH111111111111.1,'111111 111111111 11111111111111111H 111111111 111111111 11111111111111111111111111111 111111111 111111111111111111111111111111111111111,111111111 1, ) +7 il I Milli H111111,I ' 1'6111111l 11H 1111.11111 iM111,111111!IIII FIRE .HOSE & EXTINGUISHER CAR. pa —77t:leitt*H" ELEVATION 1116 • ( ><1 0 4,412,yet z1 ry Y1 14 tit vefir.A.,9— 16e11•71t1 ANT /2c1 5 -0 t..4' T H A N.K likt • ‘, • ," '1 • 1 1 ' r ‘41411A1r1464Z, • -- VVASTE .IREC E t4:-r s, FA-fmle.wrw wpottovre8 imtp way J 1,1.,ryve.por w/ r4. 1t OA 'NeVA*."7,' 1k4 0-1,-411 .16n, r371.-4 A it-WOW wirr 12~46, g.uppw tt-latt,Avi ''TH,fit.41( rc). 94014, -Pafi4 VaOtio, Kra! e4N1. Rit.440-4; Naremome••■••••• .441404144, 01174.4. f-719‘-'7r/C I/AA/H/440 r IH16 6471'4,441-r '1) 0) 0 r:•-• .e.:1"/Nr44.0 t 171,6611C- I, A44. HAft- t HI! ‘A, !Veitqrq ArkT 1,--1) . f2Off l'"44C- AMIHA ii-111$11- A04 p" isX)6 /M1/4/tReA-4 f v; lee44" 7. //1:1 r/kit..1f Alt4 ft.e:P4e. P,74_1- / i / BASE CABINET W./ SINK ce:t7 0 '14. 4•••••••••swelasa4cr• L ,- ..-- , ...,-' --,......., . . .. ,-.-- , - ,..," , - ... , . , 1.11•1•1•P•07AP•irl• .14.04,1•00••■•44,•9•••■••.! 1 - n/TIC ' • .\ 4,.7\ • • ' r>. e:0MT .r-1\ r 9/4 1"1.1Walr, --4- %/ Pf A9.14 A1"P- Kit'sd4C.Z.-10 rvirtiv42,9r, '' • 1 I ", • . FRONT ELEVATION f-1 6.t Yee- ILtr r L4,6c-,T16. A I,VA, )4—H Q - - . — 1-f-A1-1 9 If4.1, _ - fkleie,:;11C. Ii/1/444. I NIA? ON' 14/ n, w 11,442H. iftC7 17'- 1.)(7.6--C a.i/AAtact-i ?isi7114- rsti<1170e 111 ti p- !ooc-a al A Artrk0 N SECTION THRU CABINET 13 ,;„ („' • 14,044,14. 011.0441••••••• 1116 ' 111111111 0 Ir 4; .• o . • !..1, I ! ! I I ! ! "'!!!IIIIIIIII , h! .11 i HI; ; Li: " d-75 PLAN "ormalloam••• ermkt••■•amosala•••■••••••■101.••••••••••••■••••••■••••■■••ftims./.1 40.0•1•Ceal001.00•41•10411.1.•••40.01M114dons en, it--16; ; t- tdoto.: rALII IP* FillaHratze..e...p pyy rag- Ftnet-Ae-oloi —424- P) 9L SIDE ELEVATION =VegiL4 ; oil (COOT, P we:; • --I\ i 1 \ 71-::.': ■41 (4; CAll 0 H, ,;.5.‹..., , ro.,,,tpvz roe,i6tirtos,, 1 Are- Jr4rir iti:75..hk,, <L4 Le& 4:0 L-WATI CGrittic 161$0-44e 1..• 4;5 1-1, V.3 ‘-'•:-fg WI/ t\1,7r< V ‘i T52 -F7R1°1:1" PLAN .DETAIL 411F'icl-Jr,L, 5,1,6 474: 10 - ref, tip-w 10t4;stiT, A-1 1 *ett tilA `ictAA REVISIONS AVV64.1V) at< 4 -7 1. ' I 1 rdi',1 1.8 1988 1 • (l\ .....____.....,,. -- • ELEVATION &c,Apti 14.1/11•11■Ve lalFt141.2014.11171.1.071.1911■•■•••.* CAPITA{ to 0 2 0 2 •r ARCHITECTS AND ENGINEERS S2 •••••11•••••■•••••2•11•■WW SECTI ON_ AP BAS E INTERIOR COLUMN DETAILS •1471.40•••■••101444044140444,14,411%110..., ROOM FINISH SCHEDULE • .44.14•Yr.4....4•■•••••4•64 1•41•4•••••••••••14...4•••••...••• 4.0/v/44. iry / /,./"/<'. /777 // • / / ) ---) '-'- / -it'' elf/ / • / /Li / , / e L-.... 4 , / d.;,•>/ft. Lsv/p/‘:,/d1:1‘-' i ,.k N'e; • /, / // *.) .., , 0/4i.,,, \p/:';411://k9/,e/1,'1.:'1,:: -i 4,/tp• /,‘X. t 4 / T7 kJ/ ,/' Is, ty j , v,, / ,),./. ;,0 y 14.,r/y/ it,o,:imik/4,/,y, ,,,\...\Ivi./ ss /),,,, /./‹),_ Kiti/, ,i5J):i,/ )/,;;., '../„/„;%/,,x,/.t/.3,,,./;,./,/ $0.1./i/44/1,,,,,_/.4,:../ct(ak;11/f;t:-., Newelgratoo40.14.arr••■■.40••••••• .WALLS; CEILING FIEMARKS-4 • oe511-1.1P05- •',/11.4/41(.^, MO: 1,4er, efrierg iw,Nkt4.4 le Art, iitlitr:4 • 1'5•T KA. AH, 401/4c111,, faror, es04.4.1 1AAH itortla fo 6:44`1 WA'014 f 1/ 1 6 AraN potnic. lour Aiftfrits,,,41, ret.)&14‘.. 1ait4r •gok,„, womeil ?oboe_ plain .vpyr. .14 '0. 1,,,t/9"15.0 pout-al& DRAWN DT: APPROVED 11 VL/ O4¼1 foViVoi; fi'lLfi Kok fb 1 *t;t4e■iitt4, FON ki efolcici Pot( erdilf-3194K. is': :L DATE: G U , - ;F;;F*, Jog NUNDERI oA71: -1(c -44) DRAWING siumenvu c57 . : " "?‘.../ , . ! 1 11 !111111111111111111111111111111111111 I ! 11111111111111111111111 1 ; 1 1111111 1111111 11111111111 1111111111111111111111111111111111111111: 5 6 7 8 9 1n 4 NOTE: If the microfilmed document is less clear than this notie, it is due to the quality of the original document. ez oe ot 9: Li. 9L L CI et IL oL 6 I I IIIIIIIIIIIIII1111111111111111111111111111111111111111111111!!!! !WWII ) L 0 111111H1L11111I1H1111H11111111111111H 111111111111111011111H1111 or•■■••■••••••••••10•••••••2■••■:. r OECOAA-r VE CON 7,4/46/ $ SEASON64., M 134.. wti.�iv reff.g. 1'c) : oo4• 1 o - 3' A'i , co41 Q-2.. f1 YJ 6E Wog 11' :_% kVv s 11-440 corztr-Orli•c-:, .. •• `��'4 i- "�i}C.rIfiY;W�� 5. f1}.�,.I. iy. U% {t�tiXj"f" ot SC;AL$s DRAWING N1JA1#i • 111111111111111111111111 1.11111 • i111111 111I111 1111111 i111111 11111 1 1 11111111 LI 1111111 IL 111 111111111 III , �IIIII�Ii,l I.L:ILIII,IIIIIILIIIIIII 111111 1111IIIIli1111i111IIi11 0 1GTf1':INCf. .2 .l lF -q ., . ,,.... , - .. .. 7" 6 t ::, <- 7 Q.y If the microf ilMed document is ' J ess clear than this 1n 1 JM F. p M Y 12 fiidt s3 • T ; ..:.r•% ... nr�l{n�. F rte......cr.+i,+»araw .•.• n ^t +r.k+ c•- . fi it is dui.. to the ua1LC of the oii final document. 1 me /2 �a' 5Z fie ez -� ,:. Gt 9l s` 6l of It ( � G J 5 h Z 1 WW 0 .�,: M „ 'F+ .,NuM. i,4 ,.," .' .. k.. v.� .4n �j ry r.. r,:' ".. III1 l r, " " i tr IIIIIIII111111111I111IIIIIII111IIII1111hP11( 11111111I11111411I111111 r�i11111IIliII111111III1 I I �� i I i 1 I I IIIIiI Ilhllf1111InI11111111� 111iI:I11liIIIIIIIIIIt I► �1�I, I�III11l III�IIIIIIIIIIIII( ILLfiIIIIl II11IIIIIIIIIII�� IiII�I�(I(111�lllll ��II 11111nIIi�Ilti 11111!.1 .11I1,11iiill �n l InI � II I .:...:.. �.A.. :.,. ,.. .... ,:,.. �._.. ..::......- :..,........ 24'• c)17 T 242- 0" R5.MOVE EXIST 1 ROD BRACING s1 -. O11 '1 a 1 SAWCOT OPENING -- 2' 0t1 x 2s-O" MAX I:O NOT OVERCUT CORNERS CTYP I2 PLACES) — — 2 1 r 1! 24'- �- I 1 PRY wear t AT OPENING CUT NO ----- -_..__ MORE THAN 3-1'5 6O1. BARS EA. WAY L BOT-i TYP ALL 4 SIDES N 3- *0 BOT TYP ALL 4 SIDES ��-- 91/x" C4NC SLAB / TYP 4 SIDES S -3 TOP 3 -4t&xu BOT r3--7 OP BOT TO # P 5x-+ 10-B" REMOVE EXIST-- -'1 ROD BRACING '6 - *6k l TOP 3-460L I IBOT 2L4.111--. .,. P 11 1/ STRENGTHEN EXIST- Io c (PIPE —44_ WHERE SHOWN 3 - #0x r-1 'TOP 3 - *fix Li BOT • 1 1 8!1 ADD O PILES • (TYP PL.•GES --' 'ON GRID ). AT OPENING, CUT NO MORE THAN 3-x'5 EAST - wES T LOT, BARS AND 5 -1'5 NORTH -SOUTH TOP SAISS EXIST 91/2" THICK CONC FLAT SLAB . TYPICAL THROUGHOUT UNLESS OTHERWISE NOTED CUT OPENING Col- 0`►SQUARE. CUT FEIR METEg ) TO A MAX DEPTH OF. (d/e. 00 NOT OVEKCUT CORNEAS. INFILL WITH ' NY4Nesil 5I /e CONC SLAB FOR, FINISHED 4' -O" SQUAR.E: OPENING. (TYP; 4 PLACES) \_.. 5-1,5x --, TOP 1 MATCH I!'. SEE HEFT S-3' Fifty IstO5. pep ecii0141 I'DpFp E W 1.. A .0 0121463 tai r ReMOVED' X1ST1, ROC Aii IVOU ,. � ; 3 41-04' OPSit � ,L 046 .1404034.14 11 tUT ,2 - #6o NORTH- -SOUTH H TO P. :: :$AR :MAX. EA. SIDE 0 PILE CAR A6D 61;--/—'41..75--------.-- : '''.•• CTYP 3 PLACES ON;GRI e), quo "CUTS '2-1'4 : NORTH -SO TOP BPS. MAX. 'EA SIDE . OF ., XISj PILE CAP. L 1 RE1NF PILE CAP WITH 3- #5. LON,ICtT Bar C TYP . f LCS ON GRIQ. eXo 1 43 SI/1 S a 1 IM S..I • L�✓ dK{ 1fY?IkT •i�watsrs.- .w.WaW7.i?Obi%#M4L!. ICJ'/ SA1. 1:' !J,N}'�6'944'hY47!QFi�11i,4.Y1, j{Mr.�?b91X(f:ve4ryF,..:rr4.. ,., 10TE SLAV) \EINF WHICH MUST ISE CUT DIFFERS FROM WHAT IS SHOWN, NOTIFY ARCH. FOR DIRECTION _ BEFORE PROCEEDING. aMI7:Kx: Sy.4,T.i1VIPKI 2'? Y woof osit e,k1 '4'S'a Sq+UOrre '6 ktir4r i, ... .. .9 iiS4X�'., - if"9,w0, 1r, . .ki - t.. i'^" '�..' { . :y '`,.:,....',!,-:'A:!%...,:.-, � -"! ,' rYi . ter..,,' '- .-∎. .., F ,..,.,, ,» ._ afr Y,r .'•` G i! Y, . • 'f v .: .;. ��41�y1 "'f+t+i:�'��'>!iS�'d�� ,..10-..•,✓....::. �. .'. /:J- .:1.. "i i.. ;. �. P. '::.n � �.: w+ - _ .. (I( III( Ill�fll( IIf�lli�l�llllf; Ilf( I�I�IIl�III�III�IIi�I�I�III�III�iIi (I I(I I( III( III( ill( lll( Nil (III(III(lll(III(111(IIl�i11111 jlll1ill1lll1i1l1l111II1I1IfI�I/, hIIIlI1I ►I111 {I(IIIIIIIIIIIIIIII 1 IGT11 •. I1 .. �� 2 -i �F 5 6 / V 9 1 l) 1 NAhF iN 4FNUANY 12 c OTLr: If. the microfilmed document is less clear than this 9 r,aLi�e, it is due to the quality of the original document. 9 q h t: C) C, e,.• 1i1; ,z cI( 5z t'c : : Z 8 tii sC LL 91 91 'L el zI It ()I 6 Q I ! I I I l , 1 1 1 1 I I I I I I I I IIIII IIIIIII IIII111111I111l IIIII I1111 11IIIIII! II11!! Iilli11111111111111 1111IIIIIIIIIIII I111111111111I111!11 1 1 I I i 1 ^. -• ea 1 ..... : .8. dr** ...• a... -.L..o .. .44,4444. .144.- ......44 ._4......w..... ..- u.e+aela.- R OVE ex 1ST /'7A". el" AR1►1" .,... .... _ __._.... .._....____ _ w.,_.___.- ....__..__ - -f ..... .w - opine ..WY.. M1 .1R. .10Kr - ....._..._.... 3- *0 BOT TYP ALL 4 SIDES ��-- 91/x" C4NC SLAB / TYP 4 SIDES S -3 TOP 3 -4t&xu BOT r3--7 OP BOT TO # P 5x-+ 10-B" REMOVE EXIST-- -'1 ROD BRACING '6 - *6k l TOP 3-460L I IBOT 2L4.111--. .,. P 11 1/ STRENGTHEN EXIST- Io c (PIPE —44_ WHERE SHOWN 3 - #0x r-1 'TOP 3 - *fix Li BOT • 1 1 8!1 ADD O PILES • (TYP PL.•GES --' 'ON GRID ). AT OPENING, CUT NO MORE THAN 3-x'5 EAST - wES T LOT, BARS AND 5 -1'5 NORTH -SOUTH TOP SAISS EXIST 91/2" THICK CONC FLAT SLAB . TYPICAL THROUGHOUT UNLESS OTHERWISE NOTED CUT OPENING Col- 0`►SQUARE. CUT FEIR METEg ) TO A MAX DEPTH OF. (d/e. 00 NOT OVEKCUT CORNEAS. INFILL WITH ' NY4Nesil 5I /e CONC SLAB FOR, FINISHED 4' -O" SQUAR.E: OPENING. (TYP; 4 PLACES) \_.. 5-1,5x --, TOP 1 MATCH I!'. SEE HEFT S-3' Fifty IstO5. pep ecii0141 I'DpFp E W 1.. A .0 0121463 tai r ReMOVED' X1ST1, ROC Aii IVOU ,. � ; 3 41-04' OPSit � ,L 046 .1404034.14 11 tUT ,2 - #6o NORTH- -SOUTH H TO P. :: :$AR :MAX. EA. SIDE 0 PILE CAR A6D 61;--/—'41..75--------.-- : '''.•• CTYP 3 PLACES ON;GRI e), quo "CUTS '2-1'4 : NORTH -SO TOP BPS. MAX. 'EA SIDE . OF ., XISj PILE CAP. L 1 RE1NF PILE CAP WITH 3- #5. LON,ICtT Bar C TYP . f LCS ON GRIQ. eXo 1 43 SI/1 S a 1 IM S..I • L�✓ dK{ 1fY?IkT •i�watsrs.- .w.WaW7.i?Obi%#M4L!. ICJ'/ SA1. 1:' !J,N}'�6'944'hY47!QFi�11i,4.Y1, j{Mr.�?b91X(f:ve4ryF,..:rr4.. ,., 10TE SLAV) \EINF WHICH MUST ISE CUT DIFFERS FROM WHAT IS SHOWN, NOTIFY ARCH. FOR DIRECTION _ BEFORE PROCEEDING. aMI7:Kx: Sy.4,T.i1VIPKI 2'? Y woof osit e,k1 '4'S'a Sq+UOrre '6 ktir4r i, ... .. .9 iiS4X�'., - if"9,w0, 1r, . .ki - t.. i'^" '�..' { . :y '`,.:,....',!,-:'A:!%...,:.-, � -"! ,' rYi . ter..,,' '- .-∎. .., F ,..,.,, ,» ._ afr Y,r .'•` G i! Y, . • 'f v .: .;. ��41�y1 "'f+t+i:�'��'>!iS�'d�� ,..10-..•,✓....::. �. .'. /:J- .:1.. "i i.. ;. �. P. '::.n � �.: w+ - _ .. (I( III( Ill�fll( IIf�lli�l�llllf; Ilf( I�I�IIl�III�III�IIi�I�I�III�III�iIi (I I(I I( III( III( ill( lll( Nil (III(III(lll(III(111(IIl�i11111 jlll1ill1lll1i1l1l111II1I1IfI�I/, hIIIlI1I ►I111 {I(IIIIIIIIIIIIIIII 1 IGT11 •. I1 .. �� 2 -i �F 5 6 / V 9 1 l) 1 NAhF iN 4FNUANY 12 c OTLr: If. the microfilmed document is less clear than this 9 r,aLi�e, it is due to the quality of the original document. 9 q h t: C) C, e,.• 1i1; ,z cI( 5z t'c : : Z 8 tii sC LL 91 91 'L el zI It ()I 6 Q I ! I I I l , 1 1 1 1 I I I I I I I I IIIII IIIIIII IIII111111I111l IIIII I1111 11IIIIII! II11!! Iilli11111111111111 1111IIIIIIIIIIII I111111111111I111!11 1 1 I I i 1 ^. @.:6) 24F-0" 134 • W8x ie AAA,. 1,•••••,•• .0•111■1111.01•■■•■•■•• ./.444 • ■•■•4* WAOAILX.4•••••Au 11•Mr.AIMIIIPORNIIMMOVIMINIAMM.6 • W8x 18 8 • W8x 18 " WE5 x 18 5 4i 1 W1 W8 x I8 AM..1w.r■,•.W■vt • mIIIIYM•••••••••••7•■••••Vma,••■.M.W11.119/IFIFI••■•••■ • 1 Wax 18 L.. W8x 18 ••••••■•••••••••••••••••••■••••••••••••••warovnimanmsamomor (r) 2c1-i- 011 +LI A W 18 x BE.Low .. SHOE EXIST 'JOIST -1 WHILE REMOVING EXIST ` , Vv-Z I REPLACE WITH W8 \ 24-1-0" ■••••••••• A3,10•1 W '24 P/1-- W24.-x C-6 C x8.2 TOS Et- 18'- irECTE,72- \Af x 28 WI:4).4x 84 TOS IS'-O"+ do do ,zo 0" 1 0" le.1.111.1•A/Mr.11107 kV/ C 12x 20.7 (CAMBER /4') TOS Et_ 19:- 21/P " -0 fa- - Ws" METAL. DE.Cg. (Nt I k 0) BELOW ‘ W8x 28 ti.9 I (0•91 co' x x f ‘..tz) J 1 x W8x 28 . I NEW COURT I-11/AC. UNIT. SEE MECH DWG ZA (7,000 LE $ MAX ) W8x 18 L4x4V4TYP LiON VERIFY SIZ.E. 4 LOCATION WITH MECH CONTRACTOR. W8x NOTES : 1. CONTRACTOR TO VERIFY LOCATION OF ALL W8 FRAMING IvIEMepERS TO SUPPORT /;\ ROOFTOP MECHANICAL UNITS. 2. TENNANT HVAC UNITS ASSUMED TO WEIGH !ISO° LS MAX. W8x 18 X CG 1•411110111.71•131. x8.2 • C.C:s x8.21 W.N1101101110 - 11/2" METAL DECK SKY L IG • / \ / • W24x 6,8 YY/ C12 u 20.7 s \, co (CAMI3E.R. W4") TOS 21/21" LT FOR BEAM STRENGTHENING DETAILS SEE •1 1 •••••• AAA, C4) x8.2 1 d N d cv 1 -. i do il -(1), x c,..4- .1 . . . -1- 1 ck\1 W24x 84. TOS EL I 8'-93/4:' 1 (.0 tN/ • W24x TOS EL I 034 .0 241- oil •PIAA ■••■••AA/AWAI ....1:1,0•A•AA/ •474 ••••/•••■ ••• 1 1 ...aiLL Jir METAL 4 DECK W18x?C2 E LOW Li Vi410.111.4.101044 (%j cc4 � %..9 x 28 -- NEW COURT HVAC --1 UNIT. SEE M EC H DWG ( 7000 LBS MAX ) , . 1 1 • 4. 12 - FOR .EAM STRENGTHENING DETAILS SEE Wt TO! • 47/8 1,„_, : -,:a. ' ----"----4-------i-- 3. . . 1 ... . 1 W8'.. 18 ....._., ...---------r.-.•ic„,-_, -.. „x...i8 , . I . , ) A 1.1.1011,....... . ..../............ co".............".. •-.J ';.5:/ ''G 11 1 W8x 18 0 1 4if ---W12x 221 TOS EL 1910"1. wI ZI,2) 11/2" METAL \ DECK W14x 30 W/C10x 15.3 TOS EL 19. 2.1/z" 21I-7" ' / \ / \ / \ \ / \ \ / SKYLIGHT- \\k.2 EXIST 1G1-1 JOIST TYP 11110111•1104....... 2.4)- 0 " , - - LINF j SEE SWEET S5 • ti 0 1[1.0.001 REVISIONS DDEHDUNI 7/1/6 6E4RAL R.V151triKIS ArgrENDUM 11Z J K 6/16035 ADPE WDU i# 3 DDED HOTE 2_,ADDED MAX. ALLOWALF. LOADS FO K 14VAC., ADDED • ECTVM WIG x 24, TOS EL 8 IO/z • , , \ / 1 / \ / // ------ WIZ x 19 ---- TOs EL 191-0" \ 1 Ar,.... I .A.1,4•3.4.44.../ . At./ 4.41,......./...s./..., . ., .. 4 • . • , A • ,..- ... • .- . ''''" '-••-• "•"' - '••••••••••......"'"""..'".‘..' " " ..•".." 1 AA• .. ...141,.....f 4 1.. 1., A ...1 A :.; rl 9 -c4 1-TOS EL WIG 11 .66,I55,65? W2 1 x41-4 WzMETAL4. - -, DWB EE:L x0K W2G atri j1/4, Co° t W12x 22 W12x1G ..1..”11.!$.11411.01,10414111.:nt•IIM, Wl.tX 10 t. .0 W12xI9 BELOW _ TOS EL I I-5/i %.5 WI2x19 t..4 TiVa" ME'trAL. ; DECK ..• . f ! • •?;sz, 1 j is$' --■C,:04 I t ll 1 1- 1 1 W1204 IG 411•MKAAA•41.11,••••4•/..1...■••••44.,,,,,,,,, , AAAAS i-Wzy 22 `Ms Et, z2*- z" 4.•••■••..As*. A •A /A••-• / • 0 11‘14,TXe MIIMp4f.1k PARTIAL ROOF FRAtv1INQ PLAN 1/8"-- IS ENTRY • t ' I s•••■•••••• ,„.., •A'At .I•per~f0".1"51104*:419stf3ifs'AVitrIfsf,/•-",5:05.5,495,5,-, 4.400-4114es.1.1~44,4).)/4•••er.si.-terom.4,-.4:- 0 I!• II,' • • 40 1111'111111.111 pirjlit .11 11. r 'I" i 11 CI1711"- t(ini j 1 11 111 • ' ; • ; ;;' 1; 11 s•-•''s ;;;;•;-''-'1, 12 „ ! ! ! ! 1!!!!jilillHIIIIIIIIN1111111111111111111111; 6 '7 1 0 5 NOTE; If: the microfilmed document is less clear than this notie, it is due to the quality of the original document. 14,: Lc 6., Fe Lc. cje 61 91 !A 91 c.;1 91 CI, el It OL Cs ( L 9 'S c; HHHI HWI ;HILL '1H /ifl lI WIi!!! IlAji!!!11111 1111111!IIIIH1111111116 111k1111H1H1101111.14111111 11111111111111111111111111111611111 ijih1111111111111h111111111111111■1111111IIIIIIHHIll 0 entssiallMos woom WT t 2.41- 0 11 24LO" 0 241-0" 241-0" 2+1- -4 241-0" L 131-4" 244.L o" ,-W8x 24 W8x 24 wax )8 - rr 1 WSJ< 18 H Wex 28 K' 01 x EXIST Wiz //2)\\ z93 yNIT. SEE MECH DWG ;---- ' ( 7) 000 L. BS MAX) NEW COURT 1-IVAC Ji PARTIAL ROOF FRAMING PLAN .F3 4 - • . -• - . . . -.. - 717 . - REAK C'.'7!7: - I, S - E.X1ST PIPE COL, % VV' I8 x WT EXIST 10110 PIPE COL MOMENT FRAME 0" 5/4 BOTH SIDES r'. EXIST W21 - \ x 33.S • kH ; tj4.7.1 AT EXIST BEAM SPL ICE EXIST ft, I FP TYP -1. -1,1= I I L L4x4xY4TyF ; VON. VERIFY SIZE 4 LOCATION WITH IviECH CONTRACTOR I • FD OR ETA %6,MsesETRcENGTHENING WELD 3 SIDES OF BOTH ANGLES TO re. .X.E0 TYP EA END ____ExisT vfl2. • I MATCH LINE SEE SHEET S-4 NOTES: I. CONTRACTOR TO VERIFY LOCATION OF ALL W8 FRAMING MEMBERS TO SUPPORT ROQFTOP MECHANICAL ONIT5, \_2. TENNANT HVAC U !TS ASSUMED TO WEIGH 1,500 Lb,S MAX. It-54X * CTR'D ON COL EA SIDE. STIFF Ft. 3/4 - c 3" MIN WIDTH (t. OF COL ) TOP 210" TO Ba; COT WELD TYP twax4xd-8" TYP ...15x3x3/8 2-6 w t.,n 0 N T 31/2" 61/2"_z-31/z" WI8 SHEAR ft. ve TYP )-- \ N44 --- fs. 3-.") BOLTS FP- TOP 4 : BOT FLG TYP PLAN 1/4" 33/4" EXIST 10114) PIPE COL --<TYP WI' MADE FROM I Vs EA SIDE - -4-44 3 OF COL Exis-r ict"0:1) PIPE COL. ....ALII.jy,j8 TO EXIST LJ 10" 0 PIPE COL 3/4 / BOTH SIDES EXIST WZ1 /--fg, 5/4 BOTH SIDES oi. 4 0:52,tic LCISx 33.9 I 0" at.o ?r, a' o" 1-C15x 35.3 REINFORCED BEAM ELEVATION AT GRIDS 4. 8!- 0" \ 161-0' C iS x33.9 31. E28.11 I Rk."1/11511ONS ADDENDUM 41' I 7/1/8,.5 6Ets,1F-RAL ikEVI...,101'4 ADDEOUM *Z." * 11‹ 6/16/8(5 ADDe4riutvi*3 8/31/66 R.f..i.V15ED DETAIL 6 .' IkEVI5D off:DAIL F Revt:s.D i.4161-4 FRAMTIN16.ADDED MAX'. HVAC LOADS 70 pAwrifv,„, gooUjj1kj ADDEWDUM 444 3/V/& ADD NO1 E4te.4,Revl5 A .3 WT MADE FROM rt.'S EA SIDE OF EXIST COL - BASE rt.4 V4" GROUT DRILL 4 EPDXY GROUT 3/AS6, TI4,READED Ror.)s ,, EMBED 11-0" MIN EXIST W2, MST JO ST %.:= may. velsam.777.-..:-.. r7. r . "I/ 015 W/O 3/411,Tt / -3 4 /1- ,: / - EXIST W2I CI5 FL 015 TO EXIST W21 W8 C6 z- 34..4) BOLTS 4. 4" 81- 911 1-'-'"-.4-1 1... --i f--i''.."'--_ -(1:11 ,:v 2C4: 1 341311 11 01 411 v4 $ c.) uk- Y, 9. BELOW '1 14! -(h} ...marat ..Memo* diMMMIR 4.-.464;;=fli""411.9". Crk i 0 a_r EQ 4-1-11)-- e SPACES 221-6" NOTE: TO5 EL 421-10" HIGH ROOF FRAMING PLA 1-41-x4 x - 34" 4> aOLTS EXIST STIFF re. TRIM TOP TO M155 NEW WS MST 812 CONN.• TRIM AS RECiD C - -EXI<T in"4) PIPE COL C15 TO EXIST 10" 4-1.1,-3" .11*1110.1111.1.1.1.11111•111.....1.40 ,,,,,,,,,,,,,„ ,..,..,414„.,,,„„,t,„?"..,n,,,=•,1,t,,,,!.!?0,0„,,,,,.,,,,,„„.,,....i.e01,..,,,,,„ „,,,,,„,..tw,q5.9„,,,,„„,„,,,,,,,,,",,,.?),4,..r,„. . „...i.„.„ ,,,,,,4,,_ .,, ,, , , , , , ..„, ,:,,,,,v,,t„t5.w, ,.T,..„,, , ,_„......., , „. , , -....,/,*„4:z.4.-64%-'%.7.,.-.,,,.mya,,p).ey,,,,,4,ye. ,,,-:-st.,,,,,:---, ,,, :-:.-.,■ : .:-----:/st,,4,,,:r • -.'1;:;.'"'''''''5C'IIII.111/111) ITilITITI11111.1)) I I I 1 1 I 1 i I I I 1 II I I I III l 1 ill 1 I III I ill I I I 1 I I I I I I I I '..,>';', I 5 *-g,',,.-4,- . z-t.-c.,,i, :a.....,- .?..:'.y'..4.,.0 ,.:.-5'-"...-:.-...--;',---,,-;"9.../i gli 1 .,.'-.^..-:, ' .'' ,11".•-t--%%-i.',7? . '',' % • ' e It' , '..'"=';'•••-'5''''''''''..41"."--i .5."- IIlI ' ..,:,.,. Is :,. 2 3 4 . - 5, 111111111111111111111111111 111111111 111111111111111111111111111111111 11111111111111111111111111111101E,11.1,1111112 6 7 8 9 10 --, .-- '.-,-Ityyrtj:= if the microfilmed document is less clear than this 0 ... ,,,. . ; ' 1.40tiqe, it is due to the quality of the original document. E e)e ui.; Le 9I CZ 8.- 6T -Li " -61.- - 6. i1,' ' ei et ii '-'61 '6- - tY z. 9 9 t7 V. Z t " bl 0 IIIIIIiIII111111411111111111.1111111 1111111111111■111111111111111■1111111,1111111111.1111111111111111111411111111,111111111111111111111111i11111111111111111111111111111i111111IIIIIIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIH1111111111114111111111111111111111,1,11 W2I • L3xa SEE V2. x 2- W+"4) BOLTS IN VERTICAL SLOTTED HOLES ft.V2* 7 EA,SIDE OF WE13 13;04;rp* C7 TO It WS COL c7 EA SIDg. ELEVATION 1-I W24 TO W8 COL, 1.. AT MOM FRAME CONN TERMINATE 4. WELD NEW C15 AT NEW 3/4x15 BLOCK OUT C15 FOR COL CAP ft: PIPE C 21L. - V35?1-?P MY Of TUKWILA APPROVED SF.P 9 193S • , „ , • ' ' -ft` • .7%. • , 24 1 1:`.) -II 24 •••••■•■•••••••••11"...* •■•••• 24'-. 0" 24)-0" I SI- 4" I!- 4" W24 TOS EL 421-i0" TOS EL 3W-0 " TOS , „ EL 42-10 W12x 16 r TOS `*'• " W12 2 2 -TOr EL 2t La" q..1 ;tr w TO'S EL t77 0/42xI5 t■1 Wf2x 1..70S EL 11,=51/i) WI2x19 ------- Jr: TP.S_ EL 17t 7lizn TOS EL 17! 12." s*ss. ui TOS EL 121 /014" 3:s.s._ W12x16 W12)( 22 rTOS _ EL. III-51/2" WIG 1 W 2 CUT EXIST W 18 x 50 AND CONNECT TO ,1 NEW W8 COL ‘10, • I 1.1.0 •■••,,,■■■•••• P2 111/1410Ne ADDEOUM *I 7/1/65 6AL gEV151C*5 ADDetkiDUM *.s5 87St me). S:S E1I°11 I 5DVC E :U f 49/I;;8,!8 I5:DL EvA •ADPENDUM • 5 10 6/8'8 REVISED TOS- EL ..•■••••••••■10.111.•14.••••■•■•••••■••••••■••• ge/goomaleanmosallOrane..0111... 1 LLL ■•■•■••400 ®..LLEVATION ON GRID /1 oi auldi......■•••••■■•■■••••■•. ELEVATION ON. GR D ..0 • 24-0" 3L4" 5- rift r: 0 -s' r " 4. - 4. ‘..- r . • . • isVI2 . 4. . EL (i 35'70" • TOS EL. 51 -.0, TOS L. 31' 0° L4 x i/4. BOLTS TO wiz T0S EL- 171- 6 1-T05 ELIV-2Y2" W21 W21 TOS. EL 17- G" _LTOS- EL To. et, ExisT • w2.1 W12x _ TOS E ” , t • 0 0 11' TQN. ON . GRID SECTION of DRAWN SY% JOHNSON SCALA: A -SHOWN 0.•.711 G-14-88 Jos m..941.160% at--3x,;a vosionork....mar.• oke.tiiKt. . • •-• • • • ,:•‘•• • •• . . . • ckz, , '' , •:;,,:.,t,.,...,.,..,;.„4„,„...„,,..,.....„..i.4 vw.. -..•.0 .:7t,,,-..c.--;-,,,..:„:.,: , , 2 . ,.,,,,,,,,,..„.,,,,,,,i.......,,,,,.,..........:,,,2;;; '.";=?iii;•-,...,4gst.A.W.Acii-4...*1,,•--,-,,,,,41::,.,ii' ,- —....atrAtilwzgarizia- - - - ..,t ...,. ,,.. .v...1.- .!.. „...„;,..„..,,,.....,.1.,,,,,,:,:ii,,,,,.,.., 1111111111111W111;111,1111111,1111111111111111111111111111111111111111111Ill 11111111i1111111111 11111111111111111111111111111111111111111111111111111111111111111j111111111111111111111111111111 , 2 4 ' 5 6 7 8 9 1 ( ) 11 mAilonGomni 12 0 -,O,Ii.:' If the microfilmed document is less clear than this _ ,ntflee, it is due to the quality cf the original document. Le c) .' G Z f/e ei.' tte ',.:6-e 61. (it. Lt '§t ..,t iit - tt -et t.t - oL 6 7 L 9 , cl 4/ IIIIIiin HHIIHdrIllnllirhmilffilffiminhowililibliffilliffillmilimilwilimiliin HillmilialiwijiihillidiffililithinliiiilluiliwillihiliwiiimillionniiiiffilliiiiiiiiiiimiliiiiihillihnilindlinITHIIIIIIIIIIIhml 1 , , , t, • ,4t •17 - - • •Ny isc 0E: 6 ; • 1411111•1.1n4111 • 6 . . • ..........1.••••■•■■••••■■•••■ 4 ( C4 D 2.4'- 0" T()S-\ EL 51'-(0. VlIaMay.140,0•4••••■■• 241-0" I I 24-0 W24 (.7 24'. 0" 5'-4" 1.".° TOS L 4.2 -16 jr-_ TO S EL38'-0" W12x 16, TOS TOS -7 wi2x 22, E tr-ri W12x 22 2, 24'- OH W12-x 1-TOS CO 16:3 W12 x19 1.......111111/171■1,1•••••1.0.i.... 0 C}‹ TO EL 17t 71/z" W1.24 22 TOS EL 171- 6" 1 1A121 TO _ EL 3C-6" ELEVATION ON GRID 24'. 0" / 1 2. 1 /2I -0 1 -0 :7" I 11 Z4 -0 1 3'- 4" 11 1 4-" —11 W/2 1. 1 ic-TOS EL 421-10" (') TOS_ EL 3r- 1-T05 • EL191 -2II '72 I 01 9Y2 " W2/ ELEVATION ON GRID AA.6 C — 0 TOS EL 171G" • 44; EL 221-2" _ a. ir-51/2.11 co TOS EL 171714' WIG TOS EL ,A/ .2 //0/2.1.10.1/.....././11//44.WWWW. IM.•••■•.••••■•C ••••••■••••Il IC- 5" 24'- 0" 21.1- 0" W 2 1 (!21 2 N22 1 " 4-- TOS .1/ f EL 1-21-10" i__ r TOS _W12 co « 3 TOS EL 17'. 71/2" B ELEVATION ON GFUD TOS EL 42'. ion L4x 3x V4 2 BOLTS TO 24'- 0" TOS „ WIG __EL.17-71/2." CUT EXT W18)(50 _ AND CWOrrECCOTL TO uj 4.0? WI2x t6" TOS L rE" SE(TION .._.; , - ' „2„., , , • . " , • 1111111111'111 0 Ito III!, 2 U 5, 6 7 8 9 10 111111111,1111111111111111 11 MA 114 frF PMAt1Y 12 111111111111111111111111r111111111111111 111111111111111111111111111111 II1111111111111111111111111111111111111111 -40t0; If the microfilmed document is less clear than this , .„..i-kotlite) it is due to the quality of the original document. OE, ce. 9e se fie cz., '::ty8" -61 bit 31 OL, 6 G 9 9 12 11111111! 111111111H 111111111111111.111114W111HMIIIIIIIIIII i11111111111,111111111111111111111111111161111116111111 1111111111111111111 1111111111111111ffilidill111111111111111111111111111111111111111111111111111 IIIIIII11 I11111iillill1111/111111111111111111611111111111111111ifil ' • • sAmasammompri,...., I g / IWIRION51.• NUM • 7/1/88 REV510N5, ADDE-t:ir;UM4-5 45-751/4 I REVISED SECTt(N F, REVI5eD.LEy C. ADDENDUM 14 /16/8f!) REVISED ELEV. A. t„ 111•111••••• 444 0' z fn 0 ca 5- 6 cr. ce w S z 0E5 c7o w ti4 (0 tO cc cc z w 0 EXIST -,,,,01-51-gh-. W14x W 2 1 1 r--1 TOs et. 32'.i" TOS -EL or TUKWILA V E D 88 oflAwx 001.1NS011/44 f454:31,X0 i t -- v&I t 0 .11 W/2 1. 1 ic-TOS EL 421-10" (') TOS_ EL 3r- 1-T05 • EL191 -2II '72 I 01 9Y2 " W2/ ELEVATION ON GRID AA.6 C — 0 TOS EL 171G" • 44; EL 221-2" _ a. ir-51/2.11 co TOS EL 171714' WIG TOS EL ,A/ .2 //0/2.1.10.1/.....././11//44.WWWW. IM.•••■•.••••■•C ••••••■••••Il IC- 5" 24'- 0" 21.1- 0" W 2 1 (!21 2 N22 1 " 4-- TOS .1/ f EL 1-21-10" i__ r TOS _W12 co « 3 TOS EL 17'. 71/2" B ELEVATION ON GFUD TOS EL 42'. ion L4x 3x V4 2 BOLTS TO 24'- 0" TOS „ WIG __EL.17-71/2." CUT EXT W18)(50 _ AND CWOrrECCOTL TO uj 4.0? WI2x t6" TOS L rE" SE(TION .._.; , - ' „2„., , , • . " , • 1111111111'111 0 Ito III!, 2 U 5, 6 7 8 9 10 111111111,1111111111111111 11 MA 114 frF PMAt1Y 12 111111111111111111111111r111111111111111 111111111111111111111111111111 II1111111111111111111111111111111111111111 -40t0; If the microfilmed document is less clear than this , .„..i-kotlite) it is due to the quality of the original document. OE, ce. 9e se fie cz., '::ty8" -61 bit 31 OL, 6 G 9 9 12 11111111! 111111111H 111111111111111.111114W111HMIIIIIIIIIII i11111111111,111111111111111111111111111161111116111111 1111111111111111111 1111111111111111ffilidill111111111111111111111111111111111111111111111111111 IIIIIII11 I11111iillill1111/111111111111111111611111111111111111ifil ' • • sAmasammompri,...., I g / IWIRION51.• NUM • 7/1/88 REV510N5, ADDE-t:ir;UM4-5 45-751/4 I REVISED SECTt(N F, REVI5eD.LEy C. ADDENDUM 14 /16/8f!) REVISED ELEV. A. t„ 111•111••••• 444 0' z fn 0 ca 5- 6 cr. ce w S z 0E5 c7o w ti4 (0 tO cc cc z w 0 EXIST -,,,,01-51-gh-. W14x W 2 1 1 r--1 TOs et. 32'.i" TOS -EL or TUKWILA V E D 88 oflAwx 001.1NS011/44 f454:31,X0 4 . A •••*■••■••••MMIONIMINO.CM110.11•■=1.1.1•01M10•617.0*••••••••••11.0 I &3OLT BOTH SIDES > OF ( EA ENO rr I 4 r , , • u1 TDGx le GA L 4x. 3 x. 1/4. e• 32" OC END lie 1/4 1- va."4. BOLT CG TO WI 2 3 SI DEs>-- ir•TOS EL 31:(0" C 35/0 x 16. &A 32" OC /),I-TER.t./A-T-e WITH D)AG BRACES) 2 -*8 SCREWS EA E.ND < 14I- 70 WIZ (E) if 91- 0" SEE CG x IG GA 6= OC A\ SIM BRIDGING CHANNEL C3% x GA e 32" OC CG x IG GA IVIOC EXIST E3RICK EXIST WI2 W12 41 BRIDGING --1-\\k_ CHANNEL 436 144 \T- C.Gx IG GA IG"OC LZx3xWila. WI2 BREAK OUT EXIST P.;21C14.. AS REG'D WHERe. HOR FAME OGCUR.S, xrrACI-1 END TRACK W/ scaEyvs TO vezT STUD AND HOR STUD TO TEL EANA FRAMING CLIP 1 CGx 16 GA c.tt. IC)" OC. r° BODGING! CHANNEL. Z"xIGA - STRAP BRIDGING CHANNEL IG GA STRAP --\• (WELD TO EA STUD CROSSED) SECTION 114t11 METAL - DECK BRICK VENEER WI2.- SEE ARCH DWG EX/ST WI2.-/ SHEAR ft - TYP 8'- ;.):1/211 11-2.VZI 4-4" Aq5 [TOS EL 41-2'- io" W 18 Sos TYP >-•4 It To COL FLG>-, TYP t. ft. 34 TS 3x3 CSLOTTED EA END FOR FE. t 3/0 241 EA SIDE OF WEB EL 3s! 241 CB TRIM FLANGEs As REQ'D CONN TO ft. WITH 4 BOLTS ELEVATION 2-2 TS 3x3 HANGER 3/0 NTS- SIM irTOS EL C8)01.5 2, BOLTS EA END • AT 6'-011-1-. oc. LIt WITH EXIST W12 FACE OF BRICK VENEER ft 34a 80LTs C( 8.2 wi8 2. BOLTS TOS 42- I0" EL S5'.- 0" Ft4.- 3/g I SOLT it. 3/3 -- 2 BOLTS t_ BRIDGING CHANNEL. ,GA / 1,. 6, oc c ?)543 x 16 GA a 32' QC. x IGGA c i‘iioc C 3S/f3 BRACE, / SIM TO BRACE: AT IRK; R. 1/1/12 BRIDGING (2 PLACES) ADD 2- Cx 14, GA STUDS e (AIDS ®48 BRICK VENEER. v,- SEE ARCH DWG - • - jTOS EL I7s-71/2" 2- Cdc? x 16 GA - ATTACI-4 TO EXIST STUDS WITH FRAMING CLIPS CG JOIST ATTACH TO TD WITH FRAMING CLIPS EXIST Gil STUD EXIST BRICK I I J4ll wtc- NEW WIZ WEST - OF ENTRANCE (r.:XIST BEAM EAST OF ENTRANCE) W12. E3E3) 1_41-x ?),( - 4" EXIST \ TOS ITLTV2H \ I ' I. \I 3-#10 SCREWS EA END TYP EXIST ROOF j DECK TOS EL 1102!1 , <3 5i DE5 ADDE14DUM 44 1 .7/1/88 6E,HERAL VI5f0M$' JK AIVE.14121.11,4442 8/14/61.3 ADDE,1151,1M 8/61/66 REVISED 5ECT1014 E5, REVISED DVAIL,C21:?1_, L. ADOED Witi, Tare CLAkiFY Vcte.LD SIZE. #r GRADE OF STEEL FOR M TAL 53TUDS, ADOENDU04 9/1-7845 REV1Sep PETA1L e. -- BREAK OUT EXIST .4 BRICK. AS R.8614)D ' 2.- 4te ScrzevVs EA eND TYP wi2 POST 4" STUD NOTE: CG x ic iA DENOTES 6'1 DEEP x IG GAUGE GALiANIZED METAL STUDS. 'C35/8 x 16 GA DENOTES 354' DEEP x GAUGE GALVANIZED METAL STUDS. MINIMUIv1 SECTION PROPERTIES ARE AS FOLLOWS: SIZE 1 CeiN4) 5 (IWO C‘x I.G GA "---; 2.972 0.99i C3/6xl4GA 0.91 I 0.502 ALL WELDS TO 1(0 GA STUDS SHALL MATC.,14 THS THICKNESS OF THE STUDS. lep GA STUDS SHALL SS PASRICATSD FROM VIM. CONFORMING 1r ASTM A4d1.4.- GRAO o f Exts-r P/C PA NI ' -1_4x4 x5/14. CONT top 4 so-r c6, STUD SOLID SLKG 144 GA 'TRACK PROVibE € EA L.1-x4), SCREW TO STUDS WITH 2 .54-0Z.EWS 4.\ 4 Hog. 6rev‘os46 Pgo,vius a eA 1..4x41- 3P-0'10C MAX ErrWN x GA / CHANNE-L WITH 1-43 sCREW TO eA STUD 4 +.,*ka SCR,EWS TO EA PIECE OF SOLI/3A BLOC kING 5/8"1 GYVE. scREWED TO STUDS BUILDING F'APER. +" BRICK PROVIDE MASONRY ANC.1.1ORS c leoc, NOR 4 VEII.T sTONE. REVEAL TYP L.4x 4 x V16,, E 1 $T P/C PA L c r-- 5 wtrr pgAcKET 4 -34° ,*T1.-IRU BOLTS d.`it WT 7X IS ANGLE TO' EA STUD TYP GALVANIZED L4 x4 x 544 CONT SPACE VeRTICALLY e APPROVE t- 9" OC MAX COCA DI NATE WITH STONE ReVIAL LOCATION/ " r•••••••••"...... *7. 1..4x 4 aOTTOltdi BRICK SUPPORT.ANst,e BRICK 4 C6. STUDS 16.110C NoT SHOWN FOR CLARITY emicK., 1.4x 4 C(;) STUD5 ep--I6HOC TYP art Of TlifitNRA APPROVED • sEi) BRICK SUPPORT ANGLE BRICK TO EXIST P/0 PANEL (3' V \I ..••• • • '•• • :11/g. T TO S_HOWN powtorteau,w,tokiK. • : ". . . . ;5. • • ' , • „..1■0?3*-.,;:•fty' • „.„,.,....46.r; l• ■ 44. , 6 L 9 g E 0 is due to the quality of the original., dOcument. If the'inicrofilmed clodutient is less clear than this . , 11 MADE IN GERMANY 12 0 16 'WS iNCo. 2 '7 8 111111111111 11111111111111 10 11111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111!111111111 1111 111111 111111111 111111 11111 1111111111 111111 111111111111 ", 0E: 6( 43 L,-e s'e inlinlinffiln)11111,11111111101.11111111,11111.11111111111111111111h11111111111111.111111111141111iiilliiiIIIIIIIIIIIIIIIIIMIIIIII1 iililjdniiiiiilliiidifilliiilljillIIIIIIIi11111011111111.011,11411111111111WilillIIIIIIIII,Hhil.dilli,h11,11111111111111!)1!!!11111111111.61.1!Iiil 1 • am. "cm.) `fi5 •L.ASJQ SINK., • 11/2 G,S/1/7 -5" • a kfr EMPLOYEE MEN 4 WOMEN TOILET ROOM - INATER R 5ER 4st,�CgV Q. • e.r-- , •r?., r,....,... ,.;....,.......:... .er. ... ::,:i74-s%=>------ • •/\\I 1,- - . "1„..„ J;-i L. Ala; F/4 ---,PA u LiE ti =4cr l . E1 ta. • SEE DETAIL- PIPE 71HRIJ RoCir. F N Z. Fiat5HIN& DETAIL BOLTED PIPE CLAMP* DIELECTRIC, UhlfOA! LxTEND ORAIU wee V2." CAFE WASTE To FLDOR DRAIN, GATE Y4LVe.- /4`CCLD , ,; ''CAcf A,t10i0K PIPE TO NEAREST JOIST OR DEAN% Q1 ( .rte -- - -t/t6•--4 ii LAV T €mPEPED WATER SUP?..Y_ eoy 115v,NAS AC, OUTt-E1t 12 VOLT AC SOE.ENOO 9 /8'FtP:f. . 12 VOLT AC ADAPTOR ut WA',.$ rMou►x'W14H • Tr:, nowt A 96'5S1P5LE. tiY q ELECTRoNic TEMPERED FA .)CE T DETAIL oi`.t C (Puma c TOI Let cu4, c*JLY) d _ .34 ) • AL tt v 14 is PAZ. iv 0017 S =HV,EL, 23.4 7 -fij Cx151'ty 6 "SAN. �--� 25.22' _- C. "Ex/ ST EXIST h 4•SAN. 4 "cw I v- fog. F T l RJR F10i W/ Trt•:. VITR i MEZZAK)i E N38 r Patin it 6, WATT 0. PRIV .`JTATIO .j fpf Ir'zI 4'C i NEAR ROOF) EXPAIt.:ioN Lora EARTNQUAKE- JOINT • 2.'c , (TYPICAL ) ,, 'EXTEND AS H1614 AS Po5SI8Le, Bt)T NaT LESS THAN) THE PRA1k1- WATER METER r 2' WOAD. COORDI MATE I NSTALLL>; f I t V +MATER DEPT. I S LAM i) S NJK- SAKI, TAI Y see eUL.Ai?CaeD PARTii PLO(J� PLAN ON) o%vG Lw� IN'. EL.23,5p' T I 4 "SAJi. L M-2 T° �,IdOP 19A niz jo1015J 5A e f\L” Ep (,), • ft; 110 yilizOln ,4a ISLAND 5INK• WATER C4:4 3 "ct4 MAU. 5ERVICE ONLY AT wE.ST METEit 1 MK (T yp C5EE NOTE) ( REMOTE REAPER. P>Y w 1x11 l,:ivP, 1' "0.4 10 WALL YP?Atj'r. -(7) I "cIN TE►JAt'T' CU1JtJ, al/ cvAT'E vA 4 P1.06 / • Viz" Gw(5ee wore) -- TYPICAL I ?STALLATiut�i (3)PLActa LEE FLAN T-YPICAAL. TETAIJ f WA Ei M AN) 11FOLD IJOTF % 5EE PLAt4 Fog. C.W MAW _ SiZI C% AT EACH WATER. MAa11FOLD. 11 Ve1J T u i' e Ur,Fi;e at LDtL ROOF e 4" VTR, (c) I "CLJ retvatur C0t4NJ. W / GATE 'VA, 6) EA. C. otJPJ, .5.:.E DETAIL 7H15 OW /Air 3 "v . .. 11 1 r-1 2.,.Y 4 .C.O. INN.EL• i ' 2 ?, Or - ( z . ,. 2 "v 2" veN r 'ni /C' /An; EL .2 6” a 6''SAs 9 „ tNY,kl, 22. •S2' �I • 1 �'� 4`CO l$q u. v, Et. r 27_,79 EXl5T- SAN. c oo∎J, 1Vv, 21, 24...So ELEV6 ROOF Jo, srS cw Se :PA'._ T D UA/LeR N/CZZAAbMC ,nlv, et 2 %.E0 ®1 /4)CIAI UI,►na F1.oug ..)LAiJ `i.w. TEIiMJT 0001.1 W/ PLU6 (TYPICAL.) wv.V.L,22,74 () -t-. 2 “vE >JT UN DE R FwoR 'it.Jy"ES (7) Ii/CIA) TENANT' CoNIJ t%J/ CaAtE VA, i EA cot.)4,,), :.- (EE oft.:) 3 To LSi.NOD 5INlam. 0 A SEE DETAIL /,: THIS SNEET t d "ca R1:3TE VEgIJT LtpJ& _iNDERNEATH MG2'r: FLOU�' MALL FIN, FLI4 GLEV, 28' -6,"' 1 �? 1 • ..r• R.o. ftT rvE t' 44 (,W POwn, f4Ru OLIJM ,.,I UNDER FLoo K5L{t1f'S , ..,...z_.*** To ISti 1 SNIaK, `..ifs oftAa. THIS ©RA1vIMci 4" 5ACS TENANT CCrH4 , v' / 041c1 (TYPICAL) LOCATE u ROOF Jot r4'uv PouTE A5 ulc:H AS PO551 P.L e , CccRD" :tJl TH i4VA C . \ / ' \ Ext07Ca 4 ".SARI. La4/A/.(TYP) 1v J, iEL. 25.47 E1S Ir; I .I rOVIJt)ATIlN MAWS (7YP.) 4" 5AN. TEt.1A.>,IT t.. ,04 • 1Ti f PLt.ifn 4" r_o :.vjTCAP 11.1CA C.uk),p.', 4 "V'ekif uP t PFrIFi' i3ELU«1 Ficc)F? 4" VTR ,', 'ATU. tIN./.EL. 25,40 11 _1,! 1 Ti- 11 ii -;--i- 1 /4"C.tu nN ro i N05E Re 1.4V, ELI 22,4 ' 4.J ` 2.Y 1,.v (.1 -._ 3 "v 4G W '.9 2' /z "J E 1 3/1 CI%J An: TO WVALI. HVIR?ANT 0— .A_.f`U'\.11,7`` (c d , Ex 5 -rot • (7) I" TENANT' C.UAIfJ. v4/GATE VA. (f9 EA. CO,JtJ, INN, EL. i GAi.-4 1 ris vi fi- CaV YPr- CAM WASH- WATER RISER, L. USPO, rat 2, 171 Pir4 TRAP PR m ER, DETA oF caNAC, 0a-to-I. PILL iotNIT u 61uRAL) pii2E FLOOR PLAN r H.W. HTR LAV CONN. PLUMBING LEGEND - COLD WATER - HOT WATER - WATER - HEATER - DRINKING FOUNTAIN - LAVATORY - FLOOR DRAIN - HUB DRAI?1 - WATER CLOSET - CONNECT/CONNECTION - CLEAN-OUT DESIGNATES G.W. LINE DESIGNATES H.W. LINE t--- DESIGNATE5 SAN. OR WASTE LINE - DESIGNATES VENT LINE NEW PLUMBING WORK (THICK LINE) EXISTING PLUMBING WORK (THIN LINE 14 Hi G KE'f' PLA (71)N S�dF +w�aA«hre,4n. m ..., •..dd040. 610 ' 4,740' ' apse 'to ':;Wi ." 4 ..'A i CJf/ • R›.�-",.'°.. Y, skn. 14- w: .aF?. '.. �',: rWc1,21.Wi, i' Vetn4w' x'.. pn�rr. �?, ��., ���Is��s,' k, �. c�. ��' �s��.�+*��;�ta�.�..n'�"�"�r.��, , �r�`°_ a;",. �ir� '.�z���•ars.�r�>•et�.xL.ru:�t, I I )11 y If the microfilmed document is' less clear 11 'Atm 12 than this 'e it' is 'clue to 'the' quall.ty' Of, the originaldoeumeht. hHhmhilhollodunlimbnlindmihnhihmdouAdunlidonlifidimhdlinhndlinhndmilindmil604d0414461111101144mhildnAndwhohohnhnhAdo.66,Annhdunhillihnd REVISIONS BID 155UE DELETED WA1ER TO mezz, • ( AU G 18 1988 (2 2 0 CC LIJ 0 cc cc z CLEVELAND, OHIO 44145 ARCHITECTS AND ENGINEERS 0 co LX 0 ci_ Li_ (f) <-40' ‘0 CO 0 ocC 0 RA ARAWN BY SCALE: 2 DATE: DRAWING NUMBER: JOB tiLn4taleR= 8-110 -eh .: c:r!5ap,r3 Y•5A ".Z? y�:iA+vely^� rt•.*.tY,.',a'.RYS...� +,A a..VwM. YRwv:A+I':5�•:i ._!r k4:'r.uCF.M f`LAa`..e„ EKtsr, 4"54111, aglaue 3 'rO Lti kni. t:.!;} AL'ro .: FLJU4, 11 J(1 245'TEM (Tr,P 4•) VIV �'- Ro Yre AP.o' "l oeIL)■JG `;v7- a8'rli4V .. nr .... 1 'Rol) rE Aeo v.$ ce,Li.0 (a %�,YHrJ M /9:yv.) 45 rt),'Ri1 GE 7 HHDRANT �---+ la's J .3/4" N1A! -- 3/4" CW �-2• V 3," 5AIJ, 3„ F • 3. "FU NOT VV Vfc HEATER `� ON °0�1Er?�I+1t�J °r� FLoog 1V I T N ;!3hiC f7, 1 "r; 14,61.6E. PAra a" (SEE DETAIL. 0I4 oW6 1 M -1) a" SAt4 • R oti TC roe i 5T'�a so/ ►. 0•441‘.:'@ EX 1$T'� M�ZZMi�t C TdILET.Qi■t5,, EMPLOYEE MtENI 4" co. 4" said- 3 "Gh/ ` Si/PIV A' r;` A 5 H /4P/ 115 P0.51131.& cdrL.IN1s~. OF UPPER; I./type-it MEzZJSU'W I ZOOR MEZZANInJ /--3/4" C11J D)J TI;RU 4 FLOOR TO ISLA 1D SI)-U< ;)ee DWG. M -1 _2 "v1:NF uNJOER, F1.6012c SLA.f5 TO V5 L A 14 0 SEA Dv'JCR� M- �'t"JliiTlIISE OF UPPER, MEZZANINE rf='t_Lop """ ,.:.......�° C`.W. fy D.F. LAV FU. D. ,w, c . CONN. C.0. PLUmBI NG LEGEND -, FLOOR. 66 t41 . - COLD wATER -' not WATER WATER - ,NEATER - 'DRINKING 'FOU LAVATORY: FLOOR DRAIN - HUB DRAIN -- WATER CLOSET - CONNECT /CONNECTIOP! - CLEAN -OUT ? --- =t DESIGNATES C.1J. ',LINE - ° DESIGNATES H„W.' LINE --v., DESIGNATES, SAN. OR WASTE LINE - --4: DESIGNATES VENT LINE - M-i NEW PLUMBINvfa''. WORK' (THICK `LINE) '{ 1. "EXISTING' PLOMING WORK (THIN LINE) SCALE: '/4• 1'_ REVISED DATE'' DFAWfr1G NUMBER:•' Jon )4u!.4 n : tie Le 9Z 9e hZ 'e 101111r( 111111111111111111 �IIII 11 1111 ►L 11111,Illi h1iilnl 1 11 1 11.11 .1 11 1 1H 1 II Il11.11 1 I IlIIIIIIIIIfIIIIIlIl III�IIIIIIIIiII1LIIIIII1IIIIIII MILLI I ILIA I 10 11 M60EI16EPM4NY 12 r, ii�rafilmeci, docinr1ent 'is less clear "than thi s dt_ie for the tuality afythe original :'document dir.• Y .iJWr""wYVAiwi.5�" IlJr�,v�y ramv Ipj I nlllilllliiilllilllYl r � .IIIIIIII�I,Ii�lll�ll II I IIIIIiI IIIII I Ili 111 II III ll 111111 li II Illllil „fl I tll III 1116 111111111111 IIIIIili,IHIII111.1 IIIIII�liell!lll V (36 ry6 7-6 A/0 ■/*://.1_ /9/5C GIP IN AI( ,r 2.4 tvoyir. ige,,v 8" .3P/9//v,(4 e z //vc e'e0 70 re et. . i:49414 AS POSSI,04 4 INSPECTORS 76%5? 57.26 P/PE A-DR &Qc1114 FWFSSURE PROP 0P I ReHow dgialD sia,v7 4L4ss OR/A-ICe - , . - - , , - • Al 1O47"/ Anti' oRtoccide BA' FLOOR DRAW gAre riAlszaz .1410Y0 floOR PRAIA' Oopp, r41/7 70 Ama • • /71 DRAW - WALL CLAMP (TO) (i41g. or: pER Riseze) - 0/-7-0 .41311. A PL qwee MIXES -FULL SIZE f t 4. 4PPROYS-0. MOLD 7/4//7 7Y) 'ma - A/0 arAss-70 :my a2RRrPoR FVRH1TTED. TYPICAL OETAIL INSPECTORS TEST e DRAIN CONNECTIONS (37) 11 111117T /94E-A40 'VC -6"" X / i/014/./"(47-6.6",5 74.3 r,. 0 0 x'-5 Yrosi6 Ai CZ 43/94 /VC // /7/■°/./V6 IVe/14 A./A/ 0 • WAIL .9840;4fe r (r>11.9 .0/Z Pr8 Nr,04 /3 • 0 4 /2AI; 0 eir4f.4 TC 04 T/C/V Of "-X/ 3 7"/A/6 .›/P/F/44/516.6" . TO A CM Al Al r /P/c/ic,) 0 • • /P.C.A4 v 8" .14 4 .00 r ret,' .0v4 - P#.°/N6 4i /16 wN. CAP A 5 icirC614///14W • 0 4)/96.0 8" :5/ '13 //VA 4 C'e? )Ad( eto To •0 r5 / /ARIL i:t 1.1.4 r/o-v / 3h" re 1'A'( Al 6z 2 • ,L5 4140 P 7/61/ T- 500 r./1 W/, 34 / 3 5 ) 3661 ".suP &Avg" 4F.)74W44/ RIIILVX CaSkEZ SCREWED PL1/6 SU6149 FL4Neee fae foratT 'f7,/4Na CINVIZTAV PORT tV/M-f OIL(/[f Y UP. CJ/A/4/ a' WAY &Pi SUI, &AV( TO AT/IPLE SUP itAAle AS To 1• Lte" PA/A/TIZI Allliff 1 OP/a.640 • 11-4411 M a5S4X1/1.40 TRW • Fee0e LONAECLUI (54i elm FcR 5'ZE 4 LoahnoNs) c3 (ND 40) WSW .0.117401■11•01MMIIIMMIIIMIIN - A4:14/ 8' 7•7 rivz 00Chr"sor -VA" CZeovv 1P1?//1/Xl4"0•7 ROWAir -- I "; )/ Go " W/471-#3 d," 0. iroll 1.14* Al 0 :I if Ai 1.)C3 r 7-6 h. .1,1/47 710 Al / 0/4-. AL .3 (-4 "FOR DELUGE 5Y4 TEM 8" SP■VmmocTi 0" DELUGE VALVE - VIKING MODEL E-I iv/ ALL TR/MAPAPPROVED EQUAL, UTILIZE EX,ISTIAIG FI„OOR DRAIN FOR ALL cSYSTEM DRAWS 1141CLUOING A FULL „SIZED 0" 8Y-PAAS FOR TESTMG WITHOUT CAIARG/A16 6PR. 41-1E40 PIPIT .20/4.40 kno* /vcj 3,01)- j" A"-0/5) 4-W3r //vcs 8* 4- ,//e. 46 3 ANC / tr 2_/.//.3 4d944. 3",91A/A'Z Effy4- 104- riv.6 P16.' r /9 OXTIV 77/1.1 .54/ 0 0 _A/ 7-0 .4 / A 3 <3 .5 earl ilL jj • A ■• • TO FOOD COURT AREA 6PRINktERkE406. SZE Roure AS REOWRED, h C--774,AN7* eaedz 4 1fq/N ram sourci, TYP) H-1>1- see. SPECS FOR Quivirtry 7.6 1€20A4.44/N 8/Jr/9 1)44013AA4 zoo/(/#v6 gA.; 7' ( 4 7) 6 0- Y. 4z. vr &Ty) -2 06 .541 00:0e2 7."$ (7') A .3 4PISVN 152 tog 11/1. SCilL SPRINKLER HEAD LEGEND 0 SPRINKLER • SPRINKLER SPRINKLER O SPRINKLER 1 NOTE: HEAD HEAD HEAD #1 (SH-1) #2 (SH-2) #3 (SH-3) HEAD #4 (SH-4) SEE SPECIFICATIONS FOR ACTUAL SPRINKLER SPECIFICATIONS. 2 " OQWI.J IN WALL Ter F C • rcH WALL 'A '5 ICE.Oul E.t. ; 0 7-6 .31 e i/E.4O5 ers/ A/0A r,4 f.0,9( C' 0 0MM 0 ' 0 0 0 Oi it? 7^:// /7-./#44" CO s st4Ir4c. cop, .1 .C'AW Ten, 8- whvivid"..9 Five.) 4:2 " t/V /V /90/V (r. rvRouve WA4.4 /.4.0ro A4,77. le% 2" FOR 16-UGE .3).6rem SEE IMIG. 6P-2 R COprIAJLIATION i9B7ce,s,7-0.7:,47;7-444r4z4:44cAtr.,1-1wr / •- " A:A./dry cA( r Ys/4Z 4 ro a piP.17 0 7: yroI CAI- 7,1*/*/.41040r s.-0.14-9,Arz.e4 comivgcr/0,/ ® t /N C /N/ 7-1? AC 7- ----„N„ &1, vv/A/cs grA / / rq 67.4 . .0949i • 8" 7%,/,syear-d,e Ivs w 3 " try...14,,i Or Or it.2 i 76 : /44£ ".3* 2 n 4-. 4. I. - -- - F _ ..c..(A/v 4r .6.4.977 ! ; 42 42" re,crerr, 7ro -5,0,cri.,//ci /1,14.:.- 2" Z. fvc PL 4:1 A/ ya" ' - GENERAL SPRINKLER NOTES 4-'41)-6 t/Y4-5 C" CORI? / 4013 A.VO sroA .3 •_O TO .4 X1,3 7-/A/ /11,44 14.2' ey,'" /402 z .6- 4 r zcee-r.- ('` 1r ' AT vv,d z z e-44(ive r r yri) /3/,-/%4 .03 e" .'OR 0 SEE RIsEP THIS ..91EE A . s. - -0 1 0 //I/ 46-/4' i9'00A9 1 /..=.::.SYMBOLIZES WHERE HANGER IS REQUIRED. WHERE NOT INDICATED SEE THE STRUCTURAL DRAWINGS FOR TYPICAL LOCATION AND CONFORM TO SAME 3 SpAN .J0fSis WITH ANGLE:. OR UNISTRUT SECURED TO TWO JOISTS FOR PIPING RUNNING PARALLEL TO JOISTS. 41- H.C. FIRE HOSE, VALVE AND EXTING .0ECIFICATIONS FOR MANUFACTURER. • 5. INSPECTORS TEST AND SPRINKLER DRAINS DRAINS, CAN 1ASHES �t, JANITORS 'SINKS .1)111KNOS ANY "ADDITIONAL ;DRAINS REQU THE ENGINEER PRIOR TO INSTALLATION. CQNTR ACTOR TO ADJUST BULKMAIN AND HANGER LOCATION INDICATED TO . • SUPPORT MAINS WITHIN 6" OF JOIST PANEL POINU OR 'GIRDER PANEL POINT. .c.a.••■••••••imors1.4"..!.....1.1.1aosea.....wswegara , Ft, UISHER CABINET - SEE SHALL' BE PIPED ONLY TO FLOOR SOWN ON SPRINKLER VIED SHALL BE. APPROVED BY A"9-1"Y",114141Ve.". 1 .■•■■•Isomirmam... , 7-0 .4-0 0.0 •••"+" 31',/ MIK' 4 .r.f •C-4/0 AN 40 /96V Ye. 17 A/O S 4.A/6 1/4 --4- A•. 64s,4 vvIA/6..5 46 C4?'' 1 " ,c);:) wit/ ,A, "44 4 4.)1 411 4 0 . 5�/r r-i/47 CO,iftl /410 04 Alt).„11; tryter CONN. 0 6 7-0.9,4 6 ..... . .0"9'OesA7 ( o4") r,I" FEV) ro ,5 PA 1NKLE A 14E.,Ab 1n .xllort4 ri3E" CORR itIOPt AND rA5T brol3A6c Roe, ty15. MOINIIrral -**•!I,"r..s'.*.4oWC~*';&',V,&'?.''L-M.q."..,1!,-:,;nr.o.;.-4,-Aw•jt*..-ootgt•oaozuss,vtg•zg;.qrlf,Looi;"*:•r?..t.f,troxrei.4te:WiaAWSVA'A*o•.i-4*ic*l'Wr4k*.k'VS,"••,r.-319:.:FxOmr.Y...,1)tSlo?k.kWA,.•*'.4e;I*cVa.V;;;Mr.rtAt...''*9g.,1;t:ig:'-•,.Zt-*4*-toq5* --gc-i4,1"r-tr-rOZ=44C4".. r 11111111111111111111111111111111 r C , 5 11111 1111 11111111111 111111111111111111111111 11111111111111111111111111111111111111111111111111111I 1111111111 0 u YRS INH 1 11 6 '7 8 9 10 11 MADE int-444mA" 1 2 • If the 'Microfilmed document is less clear than this , ; • . it is due to the quality " of the origil1aJ. docuinent. L 9 9 c z wri 0 0 C : tie L2 9e gz 9e CZ • u lot 11111111111c 11i11111111m1111111111111111111111MkAdIJMIIIHMIHIldr1161111116611111111111111a111111111111111111111111111111J116111H11111111,111111H11111111111111111111111111110111111111111111H1441111111111111111411;1111dH111 416- , . • „ , , . , • . • , t 1 • D E REVISIONS 0011.1.0111011•••••■••••■■...-.--. efiC) 01.1E' 8-1, - la oDaukusi 12 DeLLJ e 4 4 •CO.6c.-4.1F_6 rZeVISta Ake Tor4s CLoiET 12 rri) iv, ri ‘T 1 1r, ( AUG 18 1988 ) iTA r" ; ; ;;PT. 2 0 1- 2 DATE: SCALE. Vito" I REVISED: DATE: . • . KEY PLA .... -..... ----------- -... •-f ________, lim•■••■■••■•■•■■•■■••■••••44••••••••■•••••■••••Y•••••■•••■•■•••■••••alewaw■• I I } 1 1 • Z" FOR DELUGE SYSTEM SEE DVJG. 5P-I FOR COMTIIJUAT ..m..•-•,*•••••••••••••■■••••••■*•■••■•■•• 1•••••••■■•••••••■•■•■•16■ (4) DELUGE SYSTEM SPRIMICLER HEADS 11 ....... 1 0 1 • .... -';:... 4.4 •,,,,:p.t..--- ... - ,:•" ;;r- ; _4 _i 'is') ! 1 i ! . . . -;-•-•:- --H..i. -1 -1 .1. t...i • JO! • ! ; i 1' : I ; i I • . 1 . 4 • • 1 ---,I.-. .4........ . ............. 1 I ; 5.1 • 1 k.....), in,..i ... _ I I 1 ! • , 1 I I -.... • ---1-- • . I . I • ; 1 ; ; I ' • I . . .. I. . .....;-. .. . I 1 : ■ ' . ■ 1 i 1 ;. - I ---1. ---- i I ' .r. 1 -- -1 . , : -1 4 0 : 0 I I; ; ! ! 1 I 1 . 1 i I ...R... ___L _l_ _l__ _I.. .4.. .4 i... .• 1 .L. _ 41.--4 ..., ( X ;NJ 0 ir) x) • • : I i ; • ;-.--17-t : 1 i t ----•• --Ir I I r I : --0' . : I- - - ...„. __, _,...., .! i i i :! . ' ,.. 1 i I0 - - -.--„- .1.,... ..... - : ri ; I; i 1 k • 1 1 1 . 0 • * 1 1 I 4 i ... ...;. ' ), i 1 ; i I • • • i • I , i 1. i ! i l'i : 1 , • : 1 i Y.- . .4 - ---- . J. i i ! , • f ; CiN I I . ft i t--------- ... ,•• - - • -..1 - • - II . • i ; • ; • 1,- 4 • . I 1___________ .i. ..... : i 1 i ) ; . • 1 , ; • • : ' • L. .Q..210 0 . : ...............;.. ....... .......•.......---1 1 : 0 ; 1 4 1 1 4 , i ; • . ; ■ i ; ...■............ ,..• . . I I . , i • H ; . . • • ..••••••• ''• . • - . ■■•1 • •-■••• • . ■ • - • ••■ .•f ; , • • 0 1 ' I- - ---.1.--......---1.•". ....... ...•............. ' --- ...--,-.... .. _ . ) 1 1------: 7--.. .. ' _ .. _ r____. ; ‘....:-.. i ! , 'T 7 • : - - ,_ _--:•.• -- H.-.............4......... ; .1.. 4 - !CI : : • e : ' i i i 1 4 11 . - i' - -....... : -... . . : i • . ' I i . ); 4 s i • • 0 ! 1 ; ' -;.- -0•• • • . • • t t : 1 . ----: - ---1--- ... t .. • "' 1 1 1 iL ; 1 , I , 4 VI • • A . . ' ' T --i • i i . 1 . (2) RATE Or RISE HEAT DETECTORS TO ACTIVATE DELUGE VALVE : 1 • • ' ; I : ;• • k71 1 • • r_ . .... ; i...al..... 7 .. .... .,i . ... .. ._ . _ ......., ...e. 4.. ..... .:. ..... : .. ... ....---. - . 1 1 I !I ! . , • -1 ' .: I . . . ' 11 1 = t I : I i ; . • i • 1, ! i -r - 4- -, : i l• • : • i i 1 1r.):, 1 T ; --1. ../, i‘.... I • ,, 4 T . ! ; • ; ; 0 ; t • 1 : 7iT ........ 6 • - yt_11.1-itr- P 14 144 err e TH 1 A 614 EAT, OR 5UPPI. `If P■Pg- Routt144 IN 1HI AREA To 51DRII•INKLER 1-1EAD6 IPA ,506`(1.,1414T. BC.•714 5.14 D-5 0,r 61(r t.t61-11') F 0 Y. C. 1 6.1-4 6 E E A AC F4. tivt/6.:5. 4- 4. k 4. 1 • • • • • • 0 0 . „ 0 • ; TTT ' . •-• - ...... • 'CY \ , „ &...) s\ \ I ..... \ • • • , • tr." 't ...... • "! .... • - .... • --• ..... j. 41; .4 . r --, , ; , II ..: ! . i , • . .. , - - -- t ----* --: 4 - • 4..... .1 . I: 1 ; I : 1 ; . • i: • ...-- : 7: .::. -..r. -- ---.:-.•--.......L---.....7. • - .i,•;•---.- _;•;:•„:-:--:- .--11.....,. _() ,, . ii , . •, .. ; - -1. : i 0...4 =, , ; .. 1 ; • i 1 I , • , 7-- ' 11 ; 1 ; • i : ; t , : 1 I i , . . --,..- --4 1 , , i : : 1 ____..... 1 L .. i i : i , 1 i , 1 1 ".. e '. 1 : ; • • , ; ; L.....i : i • _i......t.., I I- . , , : : . la I 1 i..r. ...--.-..-:,--- .. ... ;. i I 11 4. i 1 7 °T -1 1 L i L* '; , ! • 01 I 4 . . • * • o 1 • * 1 • j. -t- i : • • : • 4-.- J - - i. _ - _1 1 ______I • : 11. .1! ;.^.......:•••■•••■••••,-.....77. 11,....•••■■• • ' 4- -.4-- ; ! l•.' f N i 7) i 1 I 1 1 t :i i , I • , ; a : , -- : i , • ,, ' t ; ... • r ; • L.. ; • ' ! i I ■ ' • / ... • • •0 • • i - • •• ' I ; • ; 1 li ' • ? IT * t . • , 1 t t; _II, • ' ---7-17 77-7---"71.-- i : 4 -4 4 i ; ••••4 ..:\ N. sN... : \ -, : .' / ' •", ....,. s \ : -i'',-- __.......... _.... , . „....., „.„.., .., • '. , .. . -1. , ,..._ . , ; . . - .;-- : I : : ., , 0 , ". ''' -;„........,.... 4 , . . \ \ ; n ; • N '''' , , r• i \ N, -.i.-- ----- ... 1 ... _ 1 i . . , • - ' \ I 1 , : . i ..,--,..,-,--u--- I ....:„..........._,______A L 4. 11) Her./httE5N 5KYLCI-UT P I Pi raa HOL..b PiPC. 1-46041- REVISIONS BID 1.54 tiC (;;, -147 - .,45 AMAWN s21 Fog v/ e..t.)1Z0414 Ar ANT "r0t2e.F1204T47 n16.04-1- 0B0. A-C=OD f)E1 AT a..)Lopittsi , i if I AUG 1 8 1988 I 211 5 Tetc t- UT 'T wEt...b Va11116 (Ire) 0 TS Cs: CL 'prPc To BE ----I cos46AL.E.1:. 1•5:4114!, Y wAL. . FA( Art0 TOP. Le ; 1 : 1 -1..... 4 1.-- ,1 , 1 I t ; • :....._...... .......1 ..../ _ 0 i 0 = - 4 ' o ' 7* - e ! i • : 0 • . . • ; ; • .. • 1 i : ;----i ; .1 ••••■ • 1 . 1 • ' ; I I ; i ----4, ; s i I I : I . : : I 4 : ../- -I . ic.)..i. • ; 1. .-t -t .1; - 7.1104 ic --In • t -i--- ' i : ! C'); ._ ___. _ • . I i • . . •1' . ' L) -1 • . • : . f i 4-- -4- ' -4-- --i- '----1 { r_-Y-PI ' : . • -.....-...:.---1 --1 . 1 i i I I 1.: '. 4 I , . 4 • I . 1 i 1 ! ! 1 i i : h 4. ..: lj , : i , , 1, - 1,02..___. i i • i, , 0 , .„,, ,4,4.,.,. _..:::. 1,. ." ..:..t ,L,.. { _ I. ‘,..-c.rt, 1,‘,,......1.,--,41--,-,-4,;,•-.7., ..... -- ...:•:6--".--4....i ' ® ' -3 4 ....- ---t-Ii.--....,... 1 0 ! . t 0 j 1, I 0 I -. ' 1 -1 . o 03 : ;/;•• ...../ , .0- 1 . ; -1. 1 1 • C) ... ;10- • 0 • • ; 1 - .._.... 4 .... - 0 : 1 0 • t • i ® 1,i___1-161 1 4 i ; • a . N'. ., 1 r C.) i 0_..,,.....,,........• .0 ...•.F ,\... ._..._. Icyl--- ' - , --- ---- Ic-ii.--, r- , 7, 1 i ••• ' I -I I .1 j :. i 'r.... : -1 1- ...i i L (I 1 r•t. [ : ; . • - - - - - - I .•-• i I! I I 4 I ! • T1 !i I ' • / 11 JOTE. : ,...........oruorogs...**...........,,,....,,,,, \N. . " A LI, P A 12 *, HO \10 N O -r■lic A.A.N1 T(.) t PD FRovl Mat. \e6T-t?"1\1. _ . - ••••••■•••••••••••••••■■•■••••.•,...4•••••; .•••■••• VV./ • •••••••• • ; I 11 1• 1 1 41 : 0 •••■■••■•••• •••• _7„ . _ - k () _ (-4 1 0 t • • • • 410 • -4- . • -:; 3KY t AC1•4• DV0:56. I ' • 0 - I 1 • ! 0 1 iccTioN B-B r1YLi6 HT PIPING be-t-.At... tG ICS- 5c .6),st,/i-t("1-4-r PIPING 1.3srAti..., T141 ro 6uPPLY PIP TiOUTING IN '1'1416 AREA -r-o '5PRINK LER 4EA.C:••5 IN YLlc,I41. SPRINKLER HEAD LEGEND e. SPRINKLER HEAD #1 (SR-1) 40 SPRINKLER HEAD #2 (SH-2) SPRINKLER HEAD.#3 (SH-3) 0 SPRINKLER HEAD #4 (SH-4) NOTE: SEE SPECIFICATIONS FOR ACTUAL SPRINKLER SPECIFICATIONS. 5PRIJKLER 1.4E/ADI'S (94-5) • - - • • 24- -4! • -r 0 MANAGERS DEVELOPERS <AV 25425 k%0 DRAWING NUMER: KEY PLANI Ht G2 o;:i_',;:?.,-4e4o.i•,-Atftkgvpvzittooityttiyttoth•o„-'.t.s•±.;•.,.t.e.FA'/g2rxt-feotr.42:-ori-Y-)tast:.5wA,f*o.,..4•;;bik.4 ' • •,..••■••••■•••■■■•••■•■•••■••••••••■•.,■•■•••••••••••••■■••••1111.11•• .40.444.444m. ‘'"`%f". fp, .0004 ? ........••••••••••••••••••••••••••••,..aa•M•••• "I,.. •t,..,;" - ..,, : .44 „.44 ::-.:.e.';'.■ ..' ; 4'''',V, 4`:,,-.',;:•5'.:'' ''':.`'.47.'':1.. '';''"' '' '..r'' ..:, 4 ';'. '''.... 3'....." i.... 1.;'.....r;i7'::•';'.!':. i. ''';-:... ''' :::'C'r '.... -'7''. ' 0' 11111111111111111111111111111111111111111141i11111111111111111111111111 IIIIIIIIIIII 111 1111 111111111111111111111111 I 1111111111111111111111111111111111111111111i11111111111111111111111 11 E'11P"ANY 2 0 I G "" IN( " 1 2 3 /,,,. • 5. 6 . 7 . .8 „.. 9 10 mAD 6 ..-' QTE:". If the microfilmed .document is less clear than this 1. - - ,• . . , ,. .liotkew it is due to the quality Of the original document. 0 c 6/. ye, zz ye 53 Z h Z Ci', -. ';rei) 8.'''."..61 1 -'---ii----41 gt 4;r -----Et'-'--ti ---ii---61- .."-'6'•.'-'15- IIIIIIIIIIIIIIIIi111111111111111111111111111111111111111111111111111n!1 IIIIIIIIIIII1111111.11111111111114119111111111111111114AIIII14101111111111111111111111111111111111111111111111111111110111111,11111Alid1111111111111111111IIIIIIIIIIIIIIIII11111111111111111111111111111 , ,. .. .• • x N RN EQUAL• EQUAL MEW EQUAL T EQUAL EQUAL EQUAL. EQUAL 0 IMOMEM STORAGE, E AP. MEW. EOLIAL EQUAL L- EQUAL •EQUAL h EQUAL —EQUAL - -r 61 • .CMAKVIGER15 O FICE 0 ak. �-- UvAC R TURJJ OR EaCHAUT GRILLE (TYP) `�--- HVAC 5UPPLY ASR D1FFU5ER_ (TYR) STAR 31; EX15T1k1G 5PR1A)KLEIZ WCAir LOCATED AT TOP OF 5� i Al 5 E. MEZZALIII4E FLAW DWG. 5P -L JAL) ITOR EQUAL PUBLIC cOt?J IDO .- SPRINKLER HE s3 LEGEND 2 @ SPRINKLER HEAP #1 ASH-1 ,SPRIN CL,ER:HEA.D #2 (3H 2 SPI;ZNK +LER HEAD ` #3 (SH -3 ; 3PRW{CLE:R HEitD #4 (SIi -4 ) • NOTFs t SEE ,S0E6i FIrATIONS' FOR ACTUAL SPRi&KLER,SPECIFICA7.I!) 3. • 2. ALL .(SH• . Ht A : . bE !W TALL Bt tavv. RATER ALL REMACKI tt HEA '6 Tc) 1 e "INE'TZ U.E(' RJ .,,.. �.,.. r�"' `^�- �- �.�•- v— �-- ^- •- .�.r�•''"'= _11:1;,1.'`' -�—•- z f yw, ft , • r ., . 1 111111 l lI 1.11111111111 I1 I i 11111111111111 11 111 111 1 111111111111111 11 1 111 11 111 11111 11111 1 I I 1 11111 111 1 111 2 ''; !► ..,...5. 7 r OTE ;. If the microfilmed document is less clear than this ntt ► , • 'its. �i due to the uality of;' the original, document y H ,. QL hc', fir_' GZ 4)I. 9Z *!Z CZ `a���°`L" � I ��• 1 ' 1 1, ,I I I I I i I I, nI I IrII li I 11. 1:. 1 1� i � � � �, � 1 � � `� f I 1�III111111111I1i1111111IIiIlIIIIIII !I11�111 !11111111 111111111 llillllll 111,11111 111!!11!1 III111111 ,111�1!II�(11111L1 IIil11111 Ilil�ll!i �lI11�,�� III11���1 III111111 IIIIIIIIIIliil11111 ;IIIIIII1 Illll�lill 11i11,1l.lin�lllnlllii111i111�, 111, 1111 ,iI,iII.111I�III�Ii�Iillili� �111(11iJ ail , . . '. -:.. ,,., .,.. .., , Ip 15SUE dee% $•,14•es 4:4)Euttill 4,.L t T -11,1 ,JAIJITog . awl, ADD NOTE It 2. If1 r.,�r 1 t,l (/\UG 18 1..c)0; JKAWN BY • Yf r •s, ''!1111.1I::.I1i `11 11111111. III. I .I 1111111111il.1111111111111lil ill 111111II1III11' , 9 10 11 MADE Pi nERUANV 12 9s !, c Z W;4 U t - a - +ice N RN EQUAL• EQUAL MEW EQUAL T EQUAL EQUAL EQUAL. EQUAL 0 IMOMEM STORAGE, E AP. MEW. EOLIAL EQUAL L- EQUAL •EQUAL h EQUAL —EQUAL - -r 61 • .CMAKVIGER15 O FICE 0 ak. �-- UvAC R TURJJ OR EaCHAUT GRILLE (TYP) `�--- HVAC 5UPPLY ASR D1FFU5ER_ (TYR) STAR 31; EX15T1k1G 5PR1A)KLEIZ WCAir LOCATED AT TOP OF 5� i Al 5 E. MEZZALIII4E FLAW DWG. 5P -L JAL) ITOR EQUAL PUBLIC cOt?J IDO .- SPRINKLER HE s3 LEGEND 2 @ SPRINKLER HEAP #1 ASH-1 ,SPRIN CL,ER:HEA.D #2 (3H 2 SPI;ZNK +LER HEAD ` #3 (SH -3 ; 3PRW{CLE:R HEitD #4 (SIi -4 ) • NOTFs t SEE ,S0E6i FIrATIONS' FOR ACTUAL SPRi&KLER,SPECIFICA7.I!) 3. • 2. ALL .(SH• . Ht A : . bE !W TALL Bt tavv. RATER ALL REMACKI tt HEA '6 Tc) 1 e "INE'TZ U.E(' RJ .,,.. �.,.. r�"' `^�- �- �.�•- v— �-- ^- •- .�.r�•''"'= _11:1;,1.'`' -�—•- z f yw, ft , • r ., . 1 111111 l lI 1.11111111111 I1 I i 11111111111111 11 111 111 1 111111111111111 11 1 111 11 111 11111 11111 1 I I 1 11111 111 1 111 2 ''; !► ..,...5. 7 r OTE ;. If the microfilmed document is less clear than this ntt ► , • 'its. �i due to the uality of;' the original, document y H ,. QL hc', fir_' GZ 4)I. 9Z *!Z CZ `a���°`L" � I ��• 1 ' 1 1, ,I I I I I i I I, nI I IrII li I 11. 1:. 1 1� i � � � �, � 1 � � `� f I 1�III111111111I1i1111111IIiIlIIIIIII !I11�111 !11111111 111111111 llillllll 111,11111 111!!11!1 III111111 ,111�1!II�(11111L1 IIil11111 Ilil�ll!i �lI11�,�� III11���1 III111111 IIIIIIIIIIliil11111 ;IIIIIII1 Illll�lill 11i11,1l.lin�lllnlllii111i111�, 111, 1111 ,iI,iII.111I�III�Ii�Iillili� �111(11iJ ail , . . '. -:.. ,,., .,.. .., , Ip 15SUE dee% $•,14•es 4:4)Euttill 4,.L t T -11,1 ,JAIJITog . awl, ADD NOTE It 2. If1 r.,�r 1 t,l (/\UG 18 1..c)0; JKAWN BY • Yf r •s, ''!1111.1I::.I1i `11 11111111. III. I .I 1111111111il.1111111111111lil ill 111111II1III11' , 9 10 11 MADE Pi nERUANV 12 9s !, c Z W;4 U FUu- 4rLe (AWED END Mn. t7.g 2 (Tyr) elZ asePeD 6n43.-UP FFori (t(e) L '7 ralcAL 0.161.4.14.442= '''' 1 NO-171416N -11T ll I 61AzINY-LPiz. Hew try f!E tt.Wrb.0 ED. 014 VetO44: F FLooR4 asz - fli61 ALL VitPINCI eikg. - lb 6441 ecoNEL11as4 Fa 11%1(4 4" At-If. 6EE TRu.TUL cA466, FOR. e 4urpizi DeTn.a. 'MI /0-4NE.L110kst tr*C),. -5E-E Tr-NANT 6f'te-E Faz. ,151ze A:40 Dw(3. 6P - ole• VETAIL. Mo0-1 cm) Fog ROTE: ritt4. 5i745. 112oM -Me-, TO cbrpg...D t.t40) 4.v.o1/2 14,64t-I geoviszeD 11/24 (TfP.) It4hIng$4!;* -5FMN4LEg. 4A-Xt $4' Loa1'oi-4. DiziN,26{ up4e, ZECI-ME-0. --0.n23.4t%t PatiN ----\A_ --- -- ---- ---/ \--- ____ _____ ____ -.. _ _____ T\115N1• 1..E665 UN Y- E -C21-e Lgoz,y -MAIN V‘A.1 4 'jP • Focz. E...t..e.vellciN. 2. 112." a.PPED •511.)13. VP Mtri. •EE.. DWel 69- Fog. Nue- frsiNN AND fe:saisK C.0t4t4. 1046-ric^i. 4 TA2411440EX 1-ler-LASgr4"2(.1,4.N1c/ i.A4,.u. ar4re..)ZJ1 lb N 13 1.4 OAT • UNOCCUPIED '11\ii\i\IT 6PZIHK LER PN(q. (Tyr t.) z 2 .),veetee,Wealfite.5010.000-crigletIMIOMOM.V214- * -4- sr: .matelaea (14) i I SPRINKLER HEAD LEGEND 4 0 SPRINKLER SPRINKLER SPRINKLER SPRINKLER HEAD #1 HEAD #2 HEAD #3 HEAD #4 (SH-1) (SH-2) (SH-3) (SH-4) NOTE: SEE SPECIFICATIONS FOR ACTUAL SPRINKLER SPECIFICATIONS. - C R06 5 MAIN PariNINSMOSINIONNI. REVISIONS ritel ISSUE 41-7-7,p-lae MPtJPUM2 zemove H26. 1m 6roze Fit owm, R8•Vie,e 4376c.g rOuNC, 344%-rocz RM. AUG 1 8 1983 1 - o 4 loil t o tuf,. • %. a 133.4A7.1°4- • .g ......... vo4 `.1 404 . 'b - . .:- 1.• - (.::: 1- • ''''‘ - ET: u) iiiiiiii$11111110110 1 ARCHITECTS AND ENGINEERS •■•■•■•,.. TP9ve.41 re-v.4/Yr c,w4cc 7•/0/ 4'; 0 0 = 4., ... 1. r - 1-r"•••• ... L • 111111111111111111111111111111111111111.,11111111111111111111 wititilliii 1 •it IIIIIIIII 1111 iiiiiiiiiiiiiti II iiiitiiiiIIIIIIIIIIIIIIIIIiiiiiitiiiiiiiilliiii!iliiiii;Iltilliititill 11 4.4AnE III CARMANY 12 '';. • ;?-1:-;7,1.1-41:- 67.1.;/ , If the mic,rofirlineCi document is less clear than this. it is due to the qua,1i.Ly of the originaidocument. o: 6e. u e L. 9 -." G 'Z V Z c,: ' 14‘ti--- -,6*I. ---- 9 C - ' L L' 441 '** St. ' Vi.El. ' ZI ll. 01, - .5-' '' ' el L 9 S V C „., ..., ., -,,,, .s.. i -, ..,,,... rt. ..• - - -,_,. at., i*,.." -t. • ' - --...."el--...ra.--t•-et, .1., • ....... ....... • IIIIIIIIIIIIIII11111111111111111111114111111111111111111111111110011111111111111111101111111.11111161111!illIIIIT11110111411.1111iIIIIIIIPHIMI1111111111110)1!IIIII!1111111011!11 .11)111 €brt) ,11,111111111111111111101.111111111)11111111111111111.1h1110,111111111!IIIIIIIIIIIII • ' ' ' ' - - • - - , ' • ' • '• - ' ' • • - '..' . - • . -•• ••• , ',-.. ^-"'; 1 ."',• '- 4 :.•,- .; " ' • e •,';:'. _-• . ., . -" - • ... ; ' : . " t :' ., . 7 t:.-' - ' •:'.. , , , :. , 'i '.'t,-;;;',,; ''''' 4 •., •' ' • It" .- . „ , ,,.. „ . .-." .• . -• r:e "'t .,' , - ' 2. • - ,:•-. :.•;,',..t ,•'-• t ,- , • . -'. ...-..? ' ,' '• • .• . • ,, ",.,. .".• .--.c:f tt, ., . ...• .-.•, . ...• 2-.5 : ';' .' . ..., ! , • t ' ' - • ' t'..• ,;,:t ; • .. :,, ', • . ., , • - • . ' , ' ; : - .. - . - r • ; -", ' • ' -• - : '''''.'• 1"" . - ,["." '." • 0 IG1 4. it.l( 2 3 , 4 5 6 7 8 DRAWN 8Y: -JA SCALE: 1st," i I.- 0" REVISED: DRAWING! NUMBER: DATE; (216) 871-4C00 JOB NUMEIER: DATE: - 1G- 85 SID 4 • m z a� m • .r,. es 3 4JEUJ SMOVE DETECTOR 11J RETURN AIR DUCT,,. I1eJTeRFAC.E uJ/ EF -5. 4 EXIST. AHU -5. FOR 'PROPER SMOKE DETECTIOIJ 4 E.TECTIO J SEQUE1JCE SEE SPEC6. EXIST. PEIJTHOUSE IJ °• 5 --� 01J ROOF 0u —+ 24,424 EG -I (TYP ( PLC6. ) a OUTLNE OF QU -IAUST FAIJ EF -5 MOUNTED Oki ROOF 6206 CFM, 246 1 �. SEE DETAIL !J° 10 Oki N VAC -5 FOI2) XU)JJITI WG 0 0 �-- OUTLIK E OF RTU -4 MOUIJTED OM ROOF :FE +VAC-3 FOR DUCT WORK 040' D 434 . , .. .. . r 0 _1) LI •x /---T'STAT FOR RTU-4. VERIFY EXACT i OCATIOIJ UJ/ ARCH. C I ,_NEW B.A.S. COMTROLL+ER OlJ MErZZAIJII. E. VERIFY EXACT LOC.AT1OP.1 W/ ARCM. t 71-(c"," OUTLIIJE OF EXHAUST FAW EF- I MOUMTED OM ROOF SEE I4VAC- 3 FOR DUCTWORK. I EXTERIOR PHOTOCELL 4 TEMP. SEIJSO 2 AS5'Y MOUMTED OIJ !JOUR WALL OF MEZZAMINE At3OVF ROOF . ' I, FOOD COURT COMMOIJ AREA PULSE METER. VERIFY EXACT �__ LOCATIOkJ W/ DIVI51014 K L! CO)JTRACTO2 III OUTLIWE OF RTU -I I MOIJIJTED ON ROOF. SEE HVAC -2 <I:OR DUCTWORK. DELUGE YSTEM SEE SP - 4 5P -2 FOR DETAILS 1 �— LTG, PAIJELS BY DIVI SIOIJ I CALP -FCIII 1 COORDIUATE EXACT LOCATIO1J W/ DIVISIOIJ l( COIJTRACTOR. SEE • DETAIL - LIGHTI IJG COIJTROL OkJE LIME. DIAGRAM Ox! RVAC -4 I EXISTIMG MEZZAIJI4E : ABOVE THIS AREA '_SEE ARCH. DWGS, T'STAT FOR ACE - I - — MOUIJTED A.F.F. T'STAT FOR RTU -1 VERIFY EXACT LOCAT 1014 W/ ARCH. 1; I, TEMP. SEJISOR TS -I MOUIJTED OFJ COLUMN 8' 0" A.F.F _I 2 0 216 CC a W Ili 8 fi 3 0 w cn 12''3' \ 1 ��.,.--- -OUTLIWE OF EXHAUST FAIJ EF- 3 MOUIJTED OM ROOF. 7200 CFM WT 174 itya I SEE DE A,1L k14)-10 O) N VAC -S FOR MOUMJTIIJG. g1JSTALL AIR CURTAIN ACE -1 _.1 ABOVE MAID DOORS PER DETAIL I1/4.1°.42 OIJ HVAC -5 ELECTRIC UIJIT HEATER BY D1VISIOIJ 16 ALL ER'S 4 TAG'S THIS AREA TO HAVE CEILIWCI FIRE DAMPERS OUTLIWE OF SKYLIGHT PHOTOCELL PC-1 MOUJTED ICI LAY- IW CEILIWG. VERIFY EXACT LOCAT1014 UJ/ ARCH. SEE DETAIL kJ °• Ib 014 NVAC -5. O.JTL_IKJE OF RTU -3 MOUKITED OIJ IZOOF. SEE N VAC- 2 FOR DUCTWORK. X l O WA?JSFER AIR DUCT BETILIEEIJ FIDE MATED CEILING 4 F11J13HEU CEIL.JIJG FIRE DAMPER AT I (WALL OUTL! IJE OF IZTU- 2 MOUIJTED OW ROOF SEE I.1VAC-2 FOR DUCTWORK. I OUTLIME OF EXHAUST Fb,N EF -4 MOUIJTED Oki ROOF. 7200 CFM VJT. 174 Ibis. SEE DETAIL. Ma 10 OW HVAC -5 FOR MOUt)T1IJG.- :y \FIRE DAMPER AT FUZE i RATED CEILUJG AaSEMBLY TEMP SEIJSOR T5-2 MMMOUkJTED OW COLUMN B'- 0"A.F.F X IL if) X 0 I2.'_3„ T'STAT FOR RTU - 3 MOUMTED 014 IJEUT(ZAL PIER 5'- G "A.F.P I E 1 • TEMP SEh)S0R TS -3 MOUKITED Co" ABOVE CEIJTEQED OIJ T'STAT. Exl' 1'( RELOCATED IviellAkiE GA5 E-XI.1AUT FAP C TAIL NlrW 1-1( H PRCSSOe..E Dtic_T FOR METHAIJE CbA EEHAU5T ROUTED IPi C iLtiJC SEE DIA1G3 H -lVAC- 2. 1 OUTLINE. OF SKYLIGHT SxIO- rT IZ' -3" Gx6 ER -I-- 90 CFM (TYP8 PLC.S.) T'STAT FOR UM}T HEATER - BY DIVIS1014 15. MOLJ11TED s' -G" A.F.F: 11 T' STAT FOR .RTF- I V EIZ I I�Y EXACT LOCAT IOIJ W/ ARCI-l. T'STAT. FOR IZTU - 2 VERIFY EXACT LOCATI OIJ W / ARCH, I LEGEIJD PZM - IKITERIJAL UJStJLA,TION B. D. - BALAI 1C1h)G DAMPER E.G. -- EXHAUST GRILLE E.D. - EXHAUST DIFFUSER S. D. SI DEWALL DIFFUSER C.D, -- CEILII4G DIFFUSER =- TRAIJSFER AIR GRILLE ROOF TOP LIMIT R.T.F. — ROOF TOP RJt21JACE U.N.E. --- LIIIIT HEATER - ELECTRIC E.F. EX!- IA.tJST FAIJ TEMPERATURE Ek.15OR PHOTOCELL NORM/ LIGHT COMJ51146T, toke, t4 03 � A 0 t 0 F 0 p �.a✓ w (f 0 �T; OUTLI) JE OF RT = -I MOUIJTED ON ROOF. SEE HVAC -2 1=0R DUCTWORK. I L'. .2 6x 6 TAG- - (TYP 3 PL CS. ) —. .... ......_: r IOx10 UP TO EF -Z -' OM ROOF OtITLIIJE OF EXHAUST PAM eF -2 MOUMTED OIJ ROOF 720 CFM, WT. 5rey 1b6. FY,J;�1 IMc METkA)JE GAS EXhAtWST FMJ T() RELOCATED (OIJE (» JLV ALL OTHEIZS TO REMAI.14 DATL: 8 -►( - *B I L L HI 62 KEY PLA NJ e.. pe,. '.Y ' Y •f' vx t'�"�rs....� . � � Ir�''� +1.. .sGr� .2: �.- v r$� 'x r , .al '"; .�`.co s,:t. 1...�C. x? Ys:.§ s. t,,. .'/s,...b.•^S.i.:,;::.,..�...i1 ..-.�r;rY�.s�. ,.: tr j:' •., tL < t 7 . i " ?. >✓ ?•F «., ..1 y? fF.. '!`.. s r •:7^.t �. . ^+ b y, '.�b.'C L ' � _ '7 tsf: II i III IIIIIIIIIIIII1IIIIIIIIIIIIIII IIII III IIIIIIIIIIIIIIII IIIIII1IIIIIII: 11 IIIIIIIIIIIIIIIIIIIII IIIIIII1IIII .... .IIIII1iI�III .::IIIIIl11 11111 11111I1 I•IIII1111III1'IIIIIIIIII1I 11111111111111111111 l I • 2 3 ; 4� *_5.. 6 7 8 9 10 11 MADE GFR ANY 12 M - 'OTEit' ,If the microfilmed document is less clear than this tPfe, it Is due to the, quality of the original document. e.4-61—'-..tIt- t.r ' {•l ,.51 C eV-- Z.L l4 O6 6I •6 L 9 9I +i e Z t ww 0 4 I TI ► ; i II E III IIIR� I IIIIIIIII 111111 1111111111411111111 ,111111111111111111TH 111! 111111 11111111111111111111iI1ii11111111111111111 I11111111111111IIIIIII11 1IIII11111111111111111111111Ii111 1111! 111) 11111111.. x111111111111111111111 !II11111111111111111111I I illlll.11 ,LIIILIII.II,IIIIIIIIIIEH I.I I,I .I I 1 I -``s:VAM,V4it1:?'; z±'s`�i'..'rFt!_5'A'. ' .G.,t "�'9;'d's"r4"a"r..: f r •ss . " *, >.•:Lp :2.r3, .- ,._".: -KEEP DUCTWORK �-•,. 1`Ll911T TO FIRE RATED CEILIIJ C� • OJ OUTLINE OF ROOF CURB �R P-TU ROOF CURB IUJ5TALLCATI06J SEE DETAIL IJo• 1 OW I4VAC -S OUTLIIJE OF RTU-I MOUI.ITED 01J ROOF 8,200 CFM MIT. 2910 11)5, FOR T UC.KWcMZK AT _4_1_ UIJIT SEE DETAIL I THIS DWG, 1 0 • 12" 0 46 x 26 R/A DUCT UP To 4bx3O AT LIMIT - TRANSFORM 4 OFFSET DJ RISE, FLEXlBL.E DUCT C0u1JECTIOW AT U)JIT 0 -12 "0 14"0 #��'W ! r■IP/IIII . �r: "' i�irwlr�■ -r ..# J ■ #� ■ . �� ■# ■ ■ ■##� � *r��•j%i ���� *� —� . - -' gal -.— , — -- �� f,rwwwt.`.. +�..r,.�.++ ... .,. :- .r............+...,..r- +....�.. ---- �'� /,.�J .I!�% ,�•��������r ����i�,i =��'��wi��Fa �rar��r�Wr"W�IYw r� C�r�rierrrrr �•+M,�.rw.w rrM wr+H r�.r.c rr+ai+�Y}r,.�.�.... -�`. m,Ir.. �rI►��1lr.�s����■r ��git ■# ■ allti�.�� ruler■■ ■■■ifika n ■■► , R,..arra► llRt �, wa■NE■■'RRUS gate ■■$ 1 -1 �J ■■ #E■ ■ �►\ , ra+ I INN ®■■rr'' AIM MO ■m ■� 48x6 5D -2 '` • s .B D. # �` ,,� PE& D. 24 x24 CD -1 465 CFM 2 WAY l2 "0 i.IE.CK ■#a B.D. Vii■ ■ B,D, ■ # ■►i ■ ■ ■ � ■ ■ .� ■�. 24x 24 CD- t E# . ?_4 x Z4 CD - ■■ 24 x 24 CD- l 4G'S U=M 4G5 CFM 475 CFM I 2 WAY J 2 WAY 4 WAY 12 "0IJECk 12 "0 ECK ..: •- IZ "0IJECK KEEP DUCTWORK. ---� TIGHT TO FIRE RATED CEILING 0 B.D. 1800 CFM C„...,,,,---.....„---N,,----.,---) x 2G� IVA OPEIJ1NG SPACE BET WEEt4 ZE RATED CEILING Ik1ISNED CEILtI:* — 12 " O WITH B.D. IIJ RISE , 1500 CFM KEEP DUCT HIGH TO CLEAR LIGHT FIXTURE, CTYP.) 24x24 CD -I 465 CFM 2 WAY 1Z "0 )3ECK -24X24 CD -1 625 CFM 4 WAY 12"0 "DECK 22x14 UP TO 27x $�-' TRAtJSFORM I1J RISE 50x)4 UPTO 27x30 TRAIJ3FORM l!J RISE -46x14 UP TO 27x 18 T RAIJSFORM 111 RISE EXIST. JOIST Jf 36x18 UP TO Z7x20 TRAMSFORM 11.1 RISE 1 0 12 "0 B.D. 24 x 24 CD--1 `-- 465 CFM 2WAY 12 "0 NECK 48x6 SD-1 1800 CFM 38 x 20 UP TO 24 x 27 TRAM:WORZM 11.1 CZ 1;5E 36x16 UP TO )4x27 TRAIJSFORM 11J RISE 24 x 27 4. 14 x27 SPLIT SIDE BY SIDE. UP TO 38 xZ7, FLEXIBLE DUCT C01,114ECTIOti AT UIJIT EXIST. JOIST o 111111119 SD - I ,y �■ -BD 2 "0 13. D. 111111V700§1111 IXIST. JOIST : irszir 'I� • ■ i!!■I % !I , E -ri MIN ■. �►!?!!4 1 • 111111eirommi ■� �am1 3Gx18 II,, 12" ~ t■ I■� 1 i l21;Ilt 11#UI © #W I; #EJ MI ■1 1 ■■ I 11111111111_11 ■■ B.D.•os . ■� ocean mum '1111 - -24x24 CD-1 0 625 CFM ..12"0 IJECK an 6•� a • 27 x 20 4 27 x 48 SPLIT 51DE BY SIDE UP TO 27x38, FLE.XIBLF- DUCT COMIAECT I OW AT UMIT 46xZ2 R/4 OPEIJ1k1G DJ SPACE L3ETIJEEI4 & FIRE. RATED CEILIMG - FItJi51-4E•D CEIL%IJG 46X30 [Z /A UP TO U I IT - FLEX I BLE"'" '-•'� DUCT COMIJE.CTIO1•I AT U1JIT CI-tp WJEL SUPPORTS SEE DETAIL I}I° 1 01J NVAC -5 /27 x30 4 27 x 8 SPLIT SIDE BY SIDE UP TO 27 x 38, FLE."X I BLE DUCT COIJIJECT IOM AT U I•J I T. OUTLIIJE OF ROOF CURE FOR RTU 1200F CURB IIJSTALLATIOIJ SEE DETAIL IP' I Oki 14VAC -5 0UTLIJE OF wt.) -3 M0UIJ ED 014 ROOF 9700 CFM MIT. 3360 11,5. 48x6 SD -I I� 1 500 CFM 24 x24 CD -1 625 CFM 4WAY 12 "0 IJECK manwor 80'24 d ...O /1P/, Aim .sl # __ ■Iii ii� MEM11,401:11111 ."......d..ra...f..as.�...� —. maim r�r a■r�rllr �,;r� w��a r:.r...rl..i� .qo r..� r wiha .4 .� i.►i 12" 0 Er* IM■■ 12 " 0 U I1 ■ 12'" � !U. B.D. 11.1/ ■■ ■■R B.D.._ 1111111111111•111111 NM B.D. t ■z■■ FO (J �� U C� a :> > C C� for C 1# 12 "0 -• B. D. )96X•5 I 5 CFM ` -24x24 CAD -1 465 (1= M Z UJAY Iz "0 IJECK • OUTLIIJE OF ROOF CURB FOR RTU IZOOF CURB IiJSTALLAT10PJ SEE DETAIL IJ °. 1 cn.i N'/A.0 - 5 46 x 30 OF'F'SET FROM — U JIT TO CLEAR STEEL FL EXIBLE DUCT C013k1ECT10)4 AT UM IT 46x 22 I? /A 0PEIJI}'JG 11,1 SPACE BETWEEN! FIRE RATED CE1LIkIG • FIMISNED CE1LIIJG 24 x24 CD -1 4105 CFM 2 WAY ,i2 "0 P4ECk 24 x24 CD- 1 465 CFM 4 WAY 12"0 IJECK • t9x 17 R/A OPEtJ11JG )1J CEIL.1)JG )9, 17 UP TO UWIT. FLEXIBLE DUCT COIJ 1J ECT I QIJ AT MAT. A T. OU T L IJE OF ROOF CURB O1JTLIIJE OF RTF I MOUIJTED 01.1 ROOF 1400 CFM• WT. 617 Ib6. - -oUTL% JE or RTU -2 MOULITED 01X.1 CZO+oF 94,00 CFM IfJ3 3360 Ib6. EXISTIIJG I- 11G1 -1 PRESSURE DUCT FOR MET1- tA1`1E GA5 EXHAUST TO uEMAILI 96x5 1575 CFM • {�j 4x7/2 5DD---3 r�i'' 1400 CI-M RTU -I DUCTWORK DETAIL 8 "6 HIGH PRESSURE DUCT FOR MET14JX JE GAS EXHAUST. FOR COIJTIMLIATIOt4 SEE DWG. I-WAC - I 24x24 CD-1 525 CPU 2 WAY I ? "A 1aECK IJOTE IIJSTALL FIRE Dt1MPER:S 14 SUPPLY 4 RETURI4 AIR DROPS FROM RTU'S 4 RT F A3 DUCT'S PE M ET RATE FIRE RATED CEILI i,G. IMSTAL4.. FIRE DA1v1PtK.S H't I< MANU►- AC T URt_K S 12EQU I LZ .MEIJTS. 1--- r "0 H IGI-4 PRE5U12E DUCT (METHAME EXHAUST) - —32x8 UP TO 19x17 I, TIZALIS!'0RM 114 RISE,I FLEXIBLE DUCT ' 8 "0 C01'JIJECTIOk1 AT ( I IJTERKIA-LY IXI3ULLTE ) ROUTE 6 "0 N!'ab{ PRESSURE. DUCT LXWM "4.HIZ.0 COLUMM. 1 TIE -)14 TO EX NCI DUCT. ADJUST DUCT 11: NIECESSA!ZY TO BE WIT1• IA! COLUM4, (TYP. a PLCS.) 6" 6" N) G-I PRESS131ZE DUCT FOR METHAIJE GA5 EXHAUST 10 BE RE - ROUTED, TIE- IN TO EX) ST 1 I•.i G VERTICAL ATCOLUMRJ1 AiJD AT I-10RIZ0h1TAt_ TO EXHAUST FA'IJ. REVISIONS BID ISSUE GEN. DUCTWORK REV FOR FIRE RATED CEILiiJC,, ADDED NOTE R€GAd'CDIM FIRE DAMPF.IZ , 8-16-88 ADDEIJDUM t 1. I� AUG 181988 2 0 L7 2 1 1I CLEVELAND, OHIO .1.:1 AnCI4ITECTn AND EN c;:::: cc 0 0 cc ao1 'C0_.I EXISTIWG 6. "0 0 kESSURE _ __ ,_ - DUCT TO BE REMOVED 0 •• 1 • I I d <21;0 U) JO CO 0 0 in 0 w 0 t . z in w 0 la IL w W N 0 N 5 C4 r 6 rt .1=El2L SCALE: I /8' = 3' -04 REVISED: - G' '' 2..' -c./ I v.• L -- _ -- -I KEY PLA t' x -y. F% r .� msµ-. - +`zr,? ..; �.r.. �,. >� ..f V •.._R1 1 L�:� ,.r �,., i 4 Y• r .�,fi.. �g� y,.ir ..x• :.s.,q, v t; ,:;,T. .y s }. 3.rkn'�'° "` ��.�+ rt,. Y s.•- xy� �v a6 "r4J..r+ ,}y� }� }� r�'y ,.�, #a Y a' a .rra..x 'l 'r�r .�c -:c ....sGii. %ftt «N4.�.ii.Y. CSI?;. s. vS. GtC.? f- ts' r'. 7yJ..' Zl'.. CWJ .JisaCik':`.l.Q&r..1�v. %:.z -°. 3fi,,�if!''+L�F�13fifSVA...F... l.+Y..lurillar :,i. 1N✓2, ,1: Yt.'.�.. w.it.A.•¢Lt 3Y+i.+�Y_�.gr... r�!FCyi.1�.'a'1�- �'%+it!.t3X'a. �u a;,�.Lli..,. Fa':r.3•gf[y.'.a�!«.{t!'yl .,'."S,= 'ifY- ,i�.n•,.^^s�+.'r%L 'G��i''•.+i ii+ 5 7. I1�II1III1I1111 !(1111111I1111111I111L11LL . 1111 )iIi)111III�1IfiIII111I:I,'I: ._.. 11 11ijf111I111111Ilf11111 III 1I)i1111 1111 1G if151NC•' 2 4 .. V,. . -.. .6 7 fib;'•. If the micro ilmed document is less clear than this 11 I I iIII I LIIIIIIIIII1IIIi11I11111111g111I 11111I1IIIIIIII )111)1I111111i'l' 9 10 11 MAOE IIIGERM6t1Y 12 ,it is due to the qua}lit; of the original document, 9e sz tiz ez, s�t`2`' '. • ' 1,t i Zl gt st i ff �< <E pC G L 9 s li I✓ a WW U I t I 1 I �I 11 I i i! {! Ililill{11lf1{lil10111 1 11iiil1IIII1I11illllllliiilillilllllll111111li11111illlllllllllllliln1li! iIiII11iiii1IIll1ilili !1Il1lliilllJl1i ii1 11nn`111111lil 1111,iii 1 Iinlll,lil{ Ill{ nilnlll�iilliilRlilllli {�II(l{llni,l�ulln ill {!{, iufn{�lii, liinlilillilllllilil{IIIIf,i llla l ....:..,,�,.,._:, _... .�' >. v' Sig.�F3.%i$T, °'rV;Yi3`.64 w'•� "d .s.-.- +Kri' NA x?. i �. a7a" 00. . '. SSE Xfsk art WOMEM MEW I2xI2CD -2 60 CFM 3WA.Y 4"0 MECIL — ■ • ,,-10x IZ EG- I --� 410 CFM EA. 24 x2.4 CD -Z 350 CFM 3WAY 10" ►JECIC — 16x12 UP TO 32x14 T RA1,15FORM 114 RISE, FLEXIBLE. DUCT COF,3MECTIO1t AT UIJIT TEtQiJSt�ER r EXIST. - JOIST 10 "0 - OUTLIIJE OF CZTU - 4 MOUI,I 1 ED 01,3 tc^v�ir 1 200 CFM WT. 795 lbs. ; 4 TOM — 34x1, UP TO 34/415 TRAIJSF }RM 11J1 IZI SE, FLEXIBLE DUCT CO1,31,1E-C71013 AT UNIT 1111----- B.D. -'T B.D. 11x10 EG -1 320 C..PM OUTLIME OF EXHAUST FA)J EF -1 MOUMTED Oa) ROOF 2410 (FM, ■T• '39 11,6. LAO x10 EG -I 3Z0 CI= M 24x24 C.D -2 300 CFM 3 WAY 1.IECK 14x14 UP TO EF -1 i- ®Oil 1ZOOF .. , ' -FIRE DAMPER AT FIRE °' > -- L RATED CEILING ASSEMBLY) 10x10 ER-1 300 CFM 8x8 ER -I 200 CFM 1 8x8 `--3x8TAG -1 Sx$CC -II 140 CFM 3TOVAGE 12 x12 CD:2 140 C M 3 VIA 8" 0 I, ECK — TRANSFER MR DUCT '""° /'y OPE►J 11JG LOCATED BETIIUEEIJ / FIQE RATED CEILNG 4 FINI3NED CEILIi4G. FIRE / DAMPER AT iAIALL. PUBLIC COkk I DOR EMP WOMEM ZOUE THERMOSTAT I~ C. MA JAGER'3 -� OFFICE 24 x 24 CD - 290 can 4 WAY 10" 0 K ECK PARKER /CARRIER VVT MODEL 1J °• GOV-GtA.1 AUTO CHAUGEO'VE €Z T14EIZM05TAT RTF -1 M0U1JTED Ohl ROOF 1400 CFM WT. G17 lbs. ROOF CURB FIRE RATED CEI LI IJG —! 1 - 8xBEtR -I 230 CrM 7x G ER-13 1 10 CFM EMP MEL) J 7xG ER -1 110 (SPA 'Ili: >'J�li:iri �'!a`- i?:$'�nif'•Ltr '•L"'•�"s+.....,� 4r - N ,ILr T JAI :ITOk PLAN SCALE. : V4•, 7.57 AIR DUCT OPEIJ I UG LOCATED BETIIJEE1.1 FIRE RATED CEILIIAG 4 F1131314ED CEILIMG . FIRE DAMPER AT WALL. ��y,,� �r YL ! yY.• �rt F s. a'f r. -. " 5R�+•+ .�[ .r�s .ChYR�'/odw� ��.� C�ib�:�ti J"......'ls{ �fS�"•r� T%:.. ..�� �. e� riffs= �:r�'.a.. +sfi'. .. bar.' 2�J� % y �i{j �:':� � {�"' ova$ �"r, .�;' 1..c... ,. /- -17x19 _s x 32 30xe y Gr'gs NIGN PRESSURE QGJC T FGf? METHANE ExHAUST (TYPICAL TWO PLiice3) r, 5x9G SD- I 1575 CFM 72x4 5D -3 1400 CFM 6OT. EL. 3 "A.FF SECTION SCALE : 1• -0,. fisiOTE: ----------,----"---- ...-------..„ 11,ITALL FIRE. DAMPERS Ik) SUPPLY 4 RETURSV AIR DROPS FROM RTL1 ; I 1 F I I5 DUCTS PEWETR.ATE PI12E QATED 'CEI.LI1.IG, 'IIASTA.LL FIRE DAMPER PER MAI'4UFA,CT €JReke5 WEQUIRCMEKIT5 a • a ,cam ,r'+' a" �,` fi. r 111111J111 1111 111111111111 11I1111111111111I11'1111111' 1f 111111111j1111IJII. 111. 1I 1`, 1.1.i.;1111111111I1 1.111I.1.11111111 1111' 1i1111111i11111111 1111111111I 11111III 11II111111i+11111III'►I11111111 0 T11S "C" 1 2 ~ . 4 . , 7 8 . 9 10 11 MA�F IN 6EPMANY 12 III Tic If the microfilmed document is less clear than this i' -f Jbt oe, it is due to the quality of L-he original document. , w' & .y.x _, +vh,. arw•.riNcers, ..,. t.+5 r.: eG•A .F ar1., Z. 11.' fie G 5e ce t' £Z ,r 1. �� 9 S; ti ti Z l ww U 1 I iti i I I i I iii it{ Intl,It {lit till' 11,'1 it {UIIli iii {11111!II111IIi�Il l {iliiliiii {nilliili {iiii1 ii {iiiilllil {iinfiiii {IIII1i,i1 iililliilliiuhilliliiliii i1 iilllil(IIilni ii1ill;ll {Illi1'iiilii ili�il {IIII�IIIII1Ii11' III {I'iilii�! {Illih il1i,�i'1111) 1111 11 it iii {.i iLii�Ii,i 1111 li, � {II i L FIRE RATED CEILIIJG r REVISIONS BID ISSUE REEV. JAW !TOR Ct o aer. ADDED FIRE RATE D CEILi WC..1 TO CT 101.15, 11►JDICATED FIRE DAMPER AT FIRE RATED CE.ILIWG FOR EF -I. 8-1G-88 ADDEh1DUM # AUG 18 1988 Il 1 a 2 0 a 2 2 W N 2 w 0 0 '- d al 0 0 L) z w w z w ac cr w 1- z w U 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 ARCH:TECTS AND ENGINEERS (216) 871.4800 MANAGERS CENTER RIDGE ROAD n N 4 0 1 1 ID AW oY: DRAWING WUa+DER: HI is x {� �Y PLA N • ROOFTOP UNIT A/C SCHEDULE TAG MFR MODEL SERVICE NOM TONS C�LG TC CAP. HEATING CAP. EVAR FAN M i N OA POWER FLA NO. COMP EER CAPACITY �TEPSt ° /a� REMARKS CFM EXH. SE NS INPUT INPU T PUT CO NN EIJTRARICE ESP p RTU -1 CARRIER 48D.1024 IJORTNUUEST AREA OF FOOD COURT 20 238 187 255 4G0/3/G0 1055 8200 111 71 /a $7S 4G0131G0 /00 ACRU- BIZURZB TEMMT 5T0IZAGE ROOM: 0,20,40,io0,80,I +I POWER RELIEF 5200 RTU-7 CARRIER 481X702$ SOUTI -IWEST AREA OF FOOD COURT 5G Ib�, 305 EF -3 255 201.5 1111 `)e00 1.0" 10 140 460/31,(00 77 ROOF 8.G 0,20,40,60,80,100 POWER RELIEF' 9G00 RTU-3 CARRIER 48DJ028 OF FOOD IJ AREA OF FcX)D CouRr 25 30( 221 255 201.5 I'h" 9700 1.0'' COOK 990 4G0 /3 /6O C-- 206 Z 8.G •,20,40,60,8X, 100 POWER BELIEF 9700 RTU -4 CARRIER 48LDT005 F1UgLICTOIIET R!NS. FC. SUPPORT AREA 4 49 32,2 80 (01.G I /2" 1200 19x5.) 3/4 100 4(00/3/(0 20 7.95 0,100 BARAMETRIC REL'F GAS FIRED ROOFTOP CAP MSH GAS CONK SIZE FURNACES C� ESP MOTOR RPM MOTOR TAG MFR. MODEL r-- Se RV ICE HEATING WEIGHT REMARKS INPUT OUTPUT HP POWER RTE - I REZIJOR RPVE -125 EIJTRARICE 125 9G, 25 1/2" 1400 0.65 I/2 44,0 /3 /G0 990 G17 1E*, I/2 4G0/3/G0 . EXHAUST FAN SCHEDULE TAG MFR. MODEL SERVICE CFM EXT. MOTOR RPM DRIVE MT'G WEIGHT ACCESSORIES POWE' ©CE'I BEGLIJER ,Iv iTivlEIL- MK1-Z -G0 WEST i=IRECORl21- DOR, DOUBLE DR. SP HP POWER Z 00 ICS EF - I COOK ACRU-BIG5R513 PUB'_ICT()ILG T VMS. 4 I:. C. SUPPORT AREA 2410 0.5" I/2 4G0/3/G0 1055 BELT ROOF 99 Ibo. SEE SPECS, EF -2 COOK ACRU- BIZURZB TEMMT 5T0IZAGE ROOM: 7 2 0.375" VG 120 /1 /GO 1020 BELT ROOF 5G Ib�, i1 EF -3 C0014 ACIZU -bZ .5t2913 913 FOOD COURT GEIJECAL SERVICE 0.375" 4,0/3 /GAO 1045 BELT ROOF 174 1E16. 11 EF -4 COOK ACRD- BZ?5R9B FOOL' COURT G� 1JE.tZL�. SF t:V10E 7200 0.375" 4G0 /3 /G0 1045 BELT ROOF 174 Ib5. II . . COOK L~��.�'!I I37.4� %... ) 15 �, It N'' MALL G ,, i.. r -' r C-- 206 , r.:.,, 0.250 I (d0/ 4 (r �. 715 I E1T ROOF 2442 IbS. II AIR CURTAINS -�" I AC MFR . MODEL SERVICE MOTORS - --1/1 O CFM .. NOZZLE VELOCITY FPM HEATER A W QTY. HP POWE' ©CE'I BEGLIJER ,Iv iTivlEIL- MK1-Z -G0 WEST i=IRECORl21- DOR, DOUBLE DR. 2 1/3 4(O /3 Z 00 ICS • WIRE Ttt SHUTDOWN FU' ED DISCONNECT I- RTU PEW SPECS.) - SWITCH (TYP) --� SRR NORMALLY OPEN MOMENTARY BYPASS SWITCH - LOCATE IN . RTU CONTROL . SECTION ' S (TYP: PER. vru ) �1' Da r so--4 cRMI41AL STRIP WITHIN SMOKE RELIEF PANEL. VJ/ IN T( C'IJAL. JUMPERS A.5 INDICATED TO PROVIDE SINGLE our PJ•r FOIL CENTRAL STATION CONTRACTOR. 1 'SRR -WIRE TO EIJERGi ?E RTU (OR 5EPARATE) EXHAUST FAN L S5rt)SE;. PANEL - t ?O V EMERGENCY \ POWER IN Sf'RINKLE-k RM --MAIN 3 - POSITION ..ELECTOR SWITCH �'y TO DD OFF • TEAT R.11 DUCT DETECTOR 11J RTU / FDR -- 5MOVE DETECTION RELAY (SDR) IN PANEL (6 POLE MIN.) 1 SMOWE RELIEF RELAY' (SRR) IN RTU ((;, POLE MIN.) L IJORMALLY OPEN 3- POSITION FLOW SWITCH SELECTOR TEST C013TACT5 A F5/ OFF 0 4.m FLOW DETECTION RELAY (FDR) DJ PANEL ((POLE• - - J-4!-"" tee - 1 t IJ.C. 5 2 N021I.ALLY CLO ED - TIMED EWPAS5 SP11 TCN L -- _JJ LADDER DIAGRAM FOR MALL SMOKE. SPRINKLER FLOW SMOKE EJECTION SYSTEM (SSFDSES) CALP -FC LIGNTIIJG RELAY at. BYPA5S SWITCH PAIJEL FOR COIJTROL OF FOOD COURT LIGNT11.1G SYSTEMS BY T14E 15980 COIJTRACTOR. T11:5 CALP TO CONTROL LIGHTIIJG SYSTEMS: A,13*,C*,1),E,F *,G 4. H. DUMBER OF COIJTROL POIIJT6 = 8 (3 SETS OF RELAY C.OIJTACTS • REQ' D. FOR SYSTEM E, 2 SETS REQ' D, FOR 3Y6TEM15 D4G). JIUMBER OF 50LID STATE TIMERS = 3. 120 V TO CALP- FC FOIZ LIGNTIIJCI COIJTACTOR C04JTROL POWER 4 SOLID 6T/I3E TIMERS BY DIVI:SIOkJ IG. --,\ LIGFITIIJG COiJTACTOR COIJTVOL WIRII,IG TO CALF- FC BY DIVIS!O11/41 IG. (TYP. ) -- LIGHTIJJG CONTROL C01.ITACTO'R W ITN 120 V COIL BY DIVISIOIJ IG. EM- PC CA+ P LP5 - FC "12 HLPS -PC r-- QQO V TO GULP FOR PLC ( IF UTILIZED) BY DIVI510/J IG. LIGHTING CONTROL ONE LINE DIAGRAM NOTES THE SMOKE DETECTOR POWER, SIIOEE OETECT:..A RELAY M) SMOKE RELIEF RELAY CIRCUITS AR-. TO BE REPEATED FOR EACH ROOFTOP UNIT 1.1!:(.. IS DESIGNATED TO BE CONTROLLED FROM THE SPECIFIED SPRINKLER ROOM. OTHE FLOW DETECTION RELAY CIRCUIT IS To bC. REPEATED FOR EACH SPRINKLER RISER (MALL AHD TENANT) WHICH IS WITHIN THE SPECIFIED SPRINKLER ROOM. ONE ALARM ANNUNCIATION CIRCUIT 1:3 REQUI4E� PER °SSFDSES° PANEL. CONTRACTOR SHALL !'n.(E NECESSARY ALLOWANCES FOR BORN POWER REQUIREMENTS AND VOLTAGE DROPS. A'SET OF CONTACTS FROM THE "FDR" OF EACH HALL SPRINKLER RISER SHALL PARALLEL THE °SDR° OF EACH ROOFTOP UNIT WITHIN THAT SPRINKLER ROOM'S °SSFDSES" PANEL. A SET OF CONTACTS FROM EACH "SDR" (ONE ? =. RTU) AND A SET OF CONTACTS FROM EACH "ID (ONE PER SPRINKLER RISER, HALL AND TENANT: SHALL DE TIED IN PARALLEL TO INITIATE THE ALARM ANNUNCIATION CIRCUIT. INSTALL A SEPARATE 3NDICATOR LIGI!T FOR EACH BTU'S 'SDP" TO INDICATE DETECTION OF SMOKE. THE INDICATOR LIGHTS FOR ALL TUl: RTU'S ARE TO BE LOCATED ON THE FACE OF T:4E "SSFDSES" PANEL AND ARE TO BE LABELED WI;'- THE FUNCTION AND RTU NUMBER. INSTALL A SEPARATE INDICATOR LTGHT FOR t',1•_H SPRINKLER RISER'S. (MALL AND TENANT) 'SDP' TO INDICATE DETECTION OF SPRINKLER FLOW. THE INDICATOR LIGHTS FOR ALL THE RISER tRF TO BE LOCATED ON THE FACE OF THE "SSFDSES" PANEL'AND ARE TO BE LABELED WITH THE FUNCTION AND RISER NUMBER (COORDINATE W11:: THE SECTION 13320 CONTRACTOR). COMBINATION HORN /LIGHT UNIT MOUNTED ON THE EXTERIOR OF THE BUILDING APPROXIMATELY 9 FEET ABOVE GRADE AND CENTERED ON THE SPRINKLER ROOM DOOR. COMBINATION HORN /LIGHT UNITS IN MALL CO!'.M'.4 AREA, SEE THE CONTRACT DOCUMENTS FOR PROPER QUANTITY AND LOCATION. !7T. ,J • J _ CXA'1 I ON SYSTEM ......_ . ' _ NOTES 1. CCNT7I orOR VERIFY THE ',CATION OF ALL EQUIPMENT, THERMA)ST..A TS, ST'- PIERS, CONTROL PANELS, ETC. WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. SEE SPECIFICATIONS FOR POINTS f,ISTS. POINTS LISTS ARE FOR GENERAL_ INFORMATION AND SCOPE ONLY AND MAY NOT CONTAIN ALL INPUT OR OUTPUT POINTS REQUIRED TO MEET THE SPECIFIED SCOPE OR SEQUENCES �� OF OPERATIONS. 3. IMPORTANT NOTE: THE ENTIRE SCOPE OF WORK MAY NOT BE INDICATED. CONTRACTOR IS TO REFER TO ALL OTHER PLANS AND THE SPECIFICATIONS FOR ALL ADDITIONAL AND SUPPLEMENTAL REQUIREMENTS. 4. INTERIOR PHOTOCELLS ARE TO BE INSTALEED NEAR THE LOCATIONS SHOWN, THE FINAL LOCATION WILL BE DETERMINED IN THE FIELD WITH THE ARCHITECT AND ENGINEER. THE CONTRACTOR IS TO INSTALL THE ,PHOTOCELL IN AN ARCHITECTURAL. ENCLOSURE AS DETAILED ON'THE CONTRACT DOCUMENTS. 5. CONTRACTOR TO INSTALL ALL POWER WIRING (120 V., 277 V -, 480 V.) IN SEPARATE CONDUIT FROM ANY SENSOR WIRING. 6, ALL POWER, 120 VOLT AND ABOVE, SUPPLIED TO ALL PANELS AND EQUIPMENT SHALL HAVE A FUSED DISCONNECT (PER PHASE) LOCATED WITHIN THE PANEL OR EQUIPMENT. 7. THE CALP ONE LINE. DIAGRAM INDICATES A BASSIC LAYOUT AND IS NOT TO INDICATE THE TOTAL INSTALLATION REQUIREMENTS OR DETAILS. SEE DRAWING HVAC -1 FOR PANEL LOCATION AND THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8. ALL MIRING (POWER AND CONTACTOR CONTROL) SHOWN ON THIS DRAWING IS BEING FURNISHED AND INSTALLED BY THE DIVISION 16 CONTRACTOR. ALL TERMINATIONS WITHIN THE CALP ARE BY 'THE DIVISION 15 CONTRACTOR. REFER TO THE DIVISION 16 CONTRACT DOCUMENTS FOR REFERENCE AND FURTHER CLARIFICATIONS. 9. 120 VOLT POWER WIRING TO THE CALP (BY DIVISION 16 CONTRACTOR) IS FOR CONTACTOR CONTROL POWER AND SOLID STATE TIMER POWER (IF APPLICABLE WITHIN THAT CALP). 10. 480.VOLT POWER WIRING TO THE CALP (BY DIVISION 16 CONTRACTOR) IS FOR_, POWER LINE CARRIER SIGNAL RECEPTION AND CONTROL (IF UTILIZED). 11, EACH LIGHTING SYSTEM CONTROL POINT NOTED WITH AN ASTERISK ( *) INDICATES THAT LIGHTING SYSTEM POINT WITHIN THAT CALP HAS BEEN DESIGNATED FOR USE DURING MALL CLEANING. EACH ONE ,OF THESE LIGHTING SYSTEMS REQUIRES A SOLID STATE'(CLEANING) TIMER AND A MOMENTARY KEY SWITCH (MOUNTED ON THE EXTERIOR OF THE CALP DOOR) TO INITIATE THE LIGHTING OVERRIDE. THIS TIMED OVERRIDE CAPABILITY IS IN ADDITION TO THE REQUIRED MANUAL BYPASS SWITCH. 12. CONTRACTOR TO REFER TO THE ELECTRICAL DRAWINGS FOR LIGHTING SYSTEM DESCRIPTIONS. REVISIONS BID ISSUE <4 (5 z 00 w 5 w 0 w fl w 0 cc W z 0 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 4 (216) 871 -4x00 Q L CD 00 w 0 0 op fispiamobrawarwmaImirnmilf d <a1;0 pp(�rq) q0 0 0 < .. W C 4 ? o ,,� z V) O z x d a � I 0 o. W 0 d L) . ▪ a is vi co 0 - -) ;t' co 1' 0 U 0 v D ce eneo : `y2;it LAVA! rFiw,'4tl3fotw.A 4. iAAMI kitV4R17 :??VsittA'?w' !.-,*A - -V> .'? r'WAT. • _- . -_ r v S4 -;. Y 1. Ti F"4 a t i ti: i 1 1 uT. � '+s3' ✓ S r V' ..� ,a`.�. `rT. ..n .. . �.�' :- >S�'..�...� �s d• � .,e, ..ia r" A� ..W. .. `�XrY..t.Lrs• __7` _T*.. , fx".�.%!'.. 1rtP .�.rf _ /, - -i�. :�G'' .. .�� .% L „fi"a �' ._.._s.. ......... .. _ ...� i..... F+?R. ..t +.. � . °�S. ,z/' , - ..>., r+r ... +r. _�s �`r?_a•..,�i i`... - ., . ,i:...e w'� .... }� ♦ �,.'. - - .. :.,i .. ♦... er^ ._';riL�.:•r �.+.e. Ste' / .� �,+;�` .x5s' 111111111111111111 1111111111 1111111111111 11111111111111111111111111 0 2 1111 11111 1111111 .. �I_.r^. ..�.,rSuaI v ...�x- vh i - . :y.,.�.m �fyt ` „_... �I 'T a 'ar p+tr � •an' r � c - • 10 Qf If the microfilmed document is less clear rian this it is due to the, quality of the original docurent. L 9 9 / 1 I!I l 1 1 11111 i111 11 1 M I I 1I I 1I 11M1I 111i 1161I111 1 I MIIMOIn MIInIl)1Mn AdDE 101 I1N1I LII1Iiijl lj 1i(illjIj l 111111{ IiIjl11111IIIIIjiiII11iji11111ijII1111111111 111M1 11 FkMA1U1 111 O f)(' 8E' GZ 9e SZ */Z f;2 IIIIIII11111 ij 1111111 111111111111i111111116illIIi1 M I !1111 11111111 1111111111111111111 Y b. N t a f z �- 'C'�L.�`�...�r.. ..w7�1K�.,. tE:r , �i[f' ., !�S'•..f'. 'F '-'§F+�'.:! 1 2 £ Z L ..••. () - --1/1 O T O -r- F B .°., J C - 0 O HI -I- /11 -s- LIGHTING CONTROL ONE LINE DIAGRAM NOTES THE SMOKE DETECTOR POWER, SIIOEE OETECT:..A RELAY M) SMOKE RELIEF RELAY CIRCUITS AR-. TO BE REPEATED FOR EACH ROOFTOP UNIT 1.1!:(.. IS DESIGNATED TO BE CONTROLLED FROM THE SPECIFIED SPRINKLER ROOM. OTHE FLOW DETECTION RELAY CIRCUIT IS To bC. REPEATED FOR EACH SPRINKLER RISER (MALL AHD TENANT) WHICH IS WITHIN THE SPECIFIED SPRINKLER ROOM. ONE ALARM ANNUNCIATION CIRCUIT 1:3 REQUI4E� PER °SSFDSES° PANEL. CONTRACTOR SHALL !'n.(E NECESSARY ALLOWANCES FOR BORN POWER REQUIREMENTS AND VOLTAGE DROPS. A'SET OF CONTACTS FROM THE "FDR" OF EACH HALL SPRINKLER RISER SHALL PARALLEL THE °SDR° OF EACH ROOFTOP UNIT WITHIN THAT SPRINKLER ROOM'S °SSFDSES" PANEL. A SET OF CONTACTS FROM EACH "SDR" (ONE ? =. RTU) AND A SET OF CONTACTS FROM EACH "ID (ONE PER SPRINKLER RISER, HALL AND TENANT: SHALL DE TIED IN PARALLEL TO INITIATE THE ALARM ANNUNCIATION CIRCUIT. INSTALL A SEPARATE 3NDICATOR LIGI!T FOR EACH BTU'S 'SDP" TO INDICATE DETECTION OF SMOKE. THE INDICATOR LIGHTS FOR ALL TUl: RTU'S ARE TO BE LOCATED ON THE FACE OF T:4E "SSFDSES" PANEL AND ARE TO BE LABELED WI;'- THE FUNCTION AND RTU NUMBER. INSTALL A SEPARATE INDICATOR LTGHT FOR t',1•_H SPRINKLER RISER'S. (MALL AND TENANT) 'SDP' TO INDICATE DETECTION OF SPRINKLER FLOW. THE INDICATOR LIGHTS FOR ALL THE RISER tRF TO BE LOCATED ON THE FACE OF THE "SSFDSES" PANEL'AND ARE TO BE LABELED WITH THE FUNCTION AND RISER NUMBER (COORDINATE W11:: THE SECTION 13320 CONTRACTOR). COMBINATION HORN /LIGHT UNIT MOUNTED ON THE EXTERIOR OF THE BUILDING APPROXIMATELY 9 FEET ABOVE GRADE AND CENTERED ON THE SPRINKLER ROOM DOOR. COMBINATION HORN /LIGHT UNITS IN MALL CO!'.M'.4 AREA, SEE THE CONTRACT DOCUMENTS FOR PROPER QUANTITY AND LOCATION. !7T. ,J • J _ CXA'1 I ON SYSTEM ......_ . ' _ NOTES 1. CCNT7I orOR VERIFY THE ',CATION OF ALL EQUIPMENT, THERMA)ST..A TS, ST'- PIERS, CONTROL PANELS, ETC. WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. SEE SPECIFICATIONS FOR POINTS f,ISTS. POINTS LISTS ARE FOR GENERAL_ INFORMATION AND SCOPE ONLY AND MAY NOT CONTAIN ALL INPUT OR OUTPUT POINTS REQUIRED TO MEET THE SPECIFIED SCOPE OR SEQUENCES �� OF OPERATIONS. 3. IMPORTANT NOTE: THE ENTIRE SCOPE OF WORK MAY NOT BE INDICATED. CONTRACTOR IS TO REFER TO ALL OTHER PLANS AND THE SPECIFICATIONS FOR ALL ADDITIONAL AND SUPPLEMENTAL REQUIREMENTS. 4. INTERIOR PHOTOCELLS ARE TO BE INSTALEED NEAR THE LOCATIONS SHOWN, THE FINAL LOCATION WILL BE DETERMINED IN THE FIELD WITH THE ARCHITECT AND ENGINEER. THE CONTRACTOR IS TO INSTALL THE ,PHOTOCELL IN AN ARCHITECTURAL. ENCLOSURE AS DETAILED ON'THE CONTRACT DOCUMENTS. 5. CONTRACTOR TO INSTALL ALL POWER WIRING (120 V., 277 V -, 480 V.) IN SEPARATE CONDUIT FROM ANY SENSOR WIRING. 6, ALL POWER, 120 VOLT AND ABOVE, SUPPLIED TO ALL PANELS AND EQUIPMENT SHALL HAVE A FUSED DISCONNECT (PER PHASE) LOCATED WITHIN THE PANEL OR EQUIPMENT. 7. THE CALP ONE LINE. DIAGRAM INDICATES A BASSIC LAYOUT AND IS NOT TO INDICATE THE TOTAL INSTALLATION REQUIREMENTS OR DETAILS. SEE DRAWING HVAC -1 FOR PANEL LOCATION AND THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8. ALL MIRING (POWER AND CONTACTOR CONTROL) SHOWN ON THIS DRAWING IS BEING FURNISHED AND INSTALLED BY THE DIVISION 16 CONTRACTOR. ALL TERMINATIONS WITHIN THE CALP ARE BY 'THE DIVISION 15 CONTRACTOR. REFER TO THE DIVISION 16 CONTRACT DOCUMENTS FOR REFERENCE AND FURTHER CLARIFICATIONS. 9. 120 VOLT POWER WIRING TO THE CALP (BY DIVISION 16 CONTRACTOR) IS FOR CONTACTOR CONTROL POWER AND SOLID STATE TIMER POWER (IF APPLICABLE WITHIN THAT CALP). 10. 480.VOLT POWER WIRING TO THE CALP (BY DIVISION 16 CONTRACTOR) IS FOR_, POWER LINE CARRIER SIGNAL RECEPTION AND CONTROL (IF UTILIZED). 11, EACH LIGHTING SYSTEM CONTROL POINT NOTED WITH AN ASTERISK ( *) INDICATES THAT LIGHTING SYSTEM POINT WITHIN THAT CALP HAS BEEN DESIGNATED FOR USE DURING MALL CLEANING. EACH ONE ,OF THESE LIGHTING SYSTEMS REQUIRES A SOLID STATE'(CLEANING) TIMER AND A MOMENTARY KEY SWITCH (MOUNTED ON THE EXTERIOR OF THE CALP DOOR) TO INITIATE THE LIGHTING OVERRIDE. THIS TIMED OVERRIDE CAPABILITY IS IN ADDITION TO THE REQUIRED MANUAL BYPASS SWITCH. 12. CONTRACTOR TO REFER TO THE ELECTRICAL DRAWINGS FOR LIGHTING SYSTEM DESCRIPTIONS. REVISIONS BID ISSUE <4 (5 z 00 w 5 w 0 w fl w 0 cc W z 0 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 4 (216) 871 -4x00 Q L CD 00 w 0 0 op fispiamobrawarwmaImirnmilf d <a1;0 pp(�rq) q0 0 0 < .. W C 4 ? o ,,� z V) O z x d a � I 0 o. W 0 d L) . ▪ a is vi co 0 - -) ;t' co 1' 0 U 0 v D ce eneo : `y2;it LAVA! rFiw,'4tl3fotw.A 4. iAAMI kitV4R17 :??VsittA'?w' !.-,*A - -V> .'? r'WAT. • _- . -_ r v S4 -;. Y 1. Ti F"4 a t i ti: i 1 1 uT. � '+s3' ✓ S r V' ..� ,a`.�. `rT. ..n .. . �.�' :- >S�'..�...� �s d• � .,e, ..ia r" A� ..W. .. `�XrY..t.Lrs• __7` _T*.. , fx".�.%!'.. 1rtP .�.rf _ /, - -i�. :�G'' .. .�� .% L „fi"a �' ._.._s.. ......... .. _ ...� i..... F+?R. ..t +.. � . °�S. ,z/' , - ..>., r+r ... +r. _�s �`r?_a•..,�i i`... - ., . ,i:...e w'� .... }� ♦ �,.'. - - .. :.,i .. ♦... er^ ._';riL�.:•r �.+.e. Ste' / .� �,+;�` .x5s' 111111111111111111 1111111111 1111111111111 11111111111111111111111111 0 2 1111 11111 1111111 .. �I_.r^. ..�.,rSuaI v ...�x- vh i - . :y.,.�.m �fyt ` „_... �I 'T a 'ar p+tr � •an' r � c - • 10 Qf If the microfilmed document is less clear rian this it is due to the, quality of the original docurent. L 9 9 / 1 I!I l 1 1 11111 i111 11 1 M I I 1I I 1I 11M1I 111i 1161I111 1 I MIIMOIn MIInIl)1Mn AdDE 101 I1N1I LII1Iiijl lj 1i(illjIj l 111111{ IiIjl11111IIIIIjiiII11iji11111ijII1111111111 111M1 11 FkMA1U1 111 O f)(' 8E' GZ 9e SZ */Z f;2 IIIIIII11111 ij 1111111 111111111111i111111116illIIi1 M I !1111 11111111 1111111111111111111 Y b. N t a f z �- 'C'�L.�`�...�r.. ..w7�1K�.,. tE:r , �i[f' ., !�S'•..f'. 'F '-'§F+�'.:! 1 2 £ Z L ..••. () z-. -KTU 7. MAN e.Dg$ U VE L wt1111N UNIT UF"C'Iutz cwlarrr*NT4 - 6M LOCX etivit.tesT c geT c.ONTIN u DU f ju_ IM E" et goof for 'o eaUI MINT cw* eYiK4. give, coLUtiiNS MAY Occ4Jiz, 4E E PLAN RR NoTY7- I'ItcvtP y( L * UMS TwE4 GUIze; 4 LFIAt4NEl e'1 ' O.0 If OEp Pc*. LeveLIN( . . ucrwQizlc CAN UENhA VizAlt4 (FULL eit-Z.E) Fttz.E lizatrED woof -14441.6.Z. t Y uutr IMNUftic.TUR gt: Ft0l~tAt�it4' ►,�•IL ViaiD ,NyUL. 10 I`1h1GI4 11-110'44e* o!= N IZ ADNr-pp al' !NhtlL,To I1Ee1 WOOF ExoCKJN4 r I?•cx*tt4 a - MN• i2' x t8" x 2' -fl & cow,. 6f 1_64R SIL(...Y-. 24.' ,c 74` NU MAN �'�.. VV. hPcr1 GWeD IJ I r,‘ t1At4 Li1 FL. wt a I'1«FtitJG11. P I4rfs 4= 5:c 63 /f1. •- 41b4414E4. etJILT aJ 1jNei. To of PIOT 'of ��Iu� 4 WAMI. I NO DW1L 4019T. ELT I O N ,A, 3x3 x 1/4°A Fi1.6MING iLL fiDer'Qf t iL Ft Ne.T1140tt we1.l7eQ os . eot.TFP 'a Die . c6' oN TOP c14o oowr. welt) a z. t permicut. o Jo W v fop abilP LeA N4Gtk, 7o NA QY cI IT a- N 4itt OF VUC 1 Join. Wt14I14 W of >�ktSTl� I41/4)L. • AIL L'.1Y't .» tlaE,uL. -to MATS E ►I' • EXviT'G- Jolter fate. 'fgeQTt� we o t } pl,KtNGt . ML (4) yl c-fo Of U ize,. No111N1.L r wipe x T1 +I e Ta MATu4 11*uLb.TIa14 "jN..I'44 W,. NEKAI� NOTES L) Pil:.l.D VEF•iPy LANDLorZD'5 q� govEP Of Iz7U w t •t-IDLOR.D. To IN T1oN . _ 2) Ut4EL INPIGA•1ED �••1tEIz•wi9E ON IriG .a• I r ;. THE MAX. T6l'AL We; 4:•1T ,^� 0-ie. 1,3,A T 870 La.& U')E MJL'T\PL . UNt ' 'JMf -c WP;(, Xc-F dS �-�-� hEE 1:1'4. Rc0F d�f'Et e L`(I Tali. �J . DETAIL OF R`.U. CUR INTALLAT I0 N IC(e4 STEEL Ni ('. N -Ir- Mt See t4oTE °I ► FNE51z.IIATED lb At uc . 44I C�ALVA14 Z-E.P � T 171. ALL VJEUAEt7 LON�rj1zu: ill. PAINT wiry t2U4 t 19TANT FINI N1' ' 1--K PA- RI CATION. - --__ 52 2 ' 4 1 ieM �p NDtLex.5et.vi Ta (2) P - D) •(t. - o 4 a ftae ftt.eh.Tep L'1LXY-tr14 A.u. (4) Wt b OF W' NortiNbl. wipe 't( 114100V/1 'to NA- al IN47VI.ATION '11•il(J'4 1�cUa u.hQeTo• e.0' w/ ',e4 v* 4' E "2 IJ ;e 1uf� P 1 L ra. NoN - I ¢f I1I k�•0LE E0.0 Pf1EZ T. IV=' f ' U 'E 1115 VE.1 (L FOR- 2.1 iz.EMov•ace J� 2 fge ea Woa7 Nat. • c e Wed 12. 0.c. 1Z4 x1� INy111.6110t4 'fO NOTGA•i 'Uk t4ES` -x OF NIMLF- X. DDi4EILED Or( ito u ro t1EEj' MoD t !� Roof JoI5Tfa HE TA, � PF!II1ct4 kI -1 V .. MIN. 2 P1TEizE ?.x3x t /4'I fzAMINA AlJ. ;Illy Or DUL c:t4c •vw, ,o,N WetDE.2 0a- P(Iu)LNA � -Qa srT To AticMl oP LEez AA:l TANGtG.JG TO pm. OF - �I4t'? f Ot" iTte17 oN 51 of puCT OPENtt•IG, Milk - IN b c: Jot`1'• I�oTes 1) 1N eolov vItl td 4/IO04 fo vein ey ?e'IAl 2) ex1-HZICx I4 . Vir'te•N ��. of S.0 pe, PtQr ?NWCt t t (.O. NTt 3) itAMit,vg Roop A1/2e0t,t.y,pmy �iEGlIONA' DES AIL OF A621GATEI GUk� Io186 'J a /fdf'rix .x'15 /,dc' 1D41 J/ 1/I J, le ��/`ggmoo i r" pig o.oTr.eoof 7 ea, o.vj7 ,'El 'az ,//t1!'•k'fkw Cf %,(f!! /!j /81/ /AroN9 /IHH Z(( /ffl/.0 A56.44, ,/ream /V/.Cl (510.4 7-ea, JotNts tvFl,' o 411.0utaQ '*OoTN (ft'; PLAN ,l /,l lld�S►' Ae A a 4/1/5 �ijr�res�f eihai s /UD •rf'/LO a/ 1Y ei 7/ 7g7aolon �sawsr,�ca • M iYP/C <fLL///W/ e e a/CT AISU2477OVq) SA/ o t. ,w McGNAx41GAP iw URA efjUl, ualaJMKh 3.. ate w / Ore2.6lw ¥ 5',t 647 /FT GNANN L yu Parr OR TOP Of pen b4.0" o.c. Mtt4. LAP 4 Mole OI/Eiziolf7T 4 "mit.). Gle SzsM IN(C FOR Id Puci PeNertivitoN ouTuNe oI wru -- 111'•u L t iz* yTu� GoWMNS MAY OCLUR. We,I I TU. we' 50 Na HI N (2) tXGi11� t 64 Witte. Mr =iHDV 42 roK a:T1J:: $ErweEN !SSC 12 ,5. 4 2800 12 >;,cthT yfue' COWMN', wp�f'(/IPtr of g.TU GiJri' *V AL Rr✓MA1N. * rt)e, COLUMN FLn5Nt-1C; p�All.O �� V� Jb1M4NEL -ro ��- PeNE1 ATe tzoof- `VttziNom4EL.6147I f INtitPe. -4 a ( Co PENSAe Rdtii ) Tofu wet( i-t1) - ti TbL Per..K NOT R-P WuEN pt'EN ;NCI It' WIT1llN &" of JOWI y4N�N LUR rito)t:cTs F'•EYcND Jot'T Motes IB• f YTWR Gtt1�+�Ni 1. TO NeXT JotyT ME iop. * 1 ( TY? c-1 L For- UP TO IEeo Le TOThI. ' t ' 1) '�.A \ 5 - U. RUCLUK AL c-RaMMINC-_� 10/81- N:r,. S� GUR1r �aUP�• Py�SE To CUR-O- ■Jf • Sw5 12" n.c...t'- MN. 2, - r&_ st7e W EL 2Ec' ALUM. FA,' ID -e= --_ C..oN UOU S PIANO • rY RIGID COIJD'JIT BY Et E TRIC:AL-' t3ACk DRAFT FT DL.M.PER CORMER TO BE CtJT FOR COIJDU!T RouruJG. t o ATE-0 pattpExS °" ilmaVir"[ IHSTLLL FIRE D/J/PER Ili FIRE RATED CEILII -1G /...S5E! /RELY PER t.1QI.UUFLCTURER'S 1:'EQUIREME.IJ -5.- Tte.o.01060 F AAA t5Iv:D act SoQFT. /rit(4. NOTE . • veLDCI TY. t:y Hvbc, cax�YNn lN4T Jfl N Fog- f J t N C.E o Ft I S4•& N N CC 4 2) 5ES CURB Fti1N��tar4�] C�_ TbT1C • .f2Ex .xlytc� tzcr?f_A.MtBLf .DE�a!>_ It atvMlr4uN\ VooF ' E�(u A U T' f614 `IZE5tL1a"t e;AyT c) W N CUP • • � q'7 &Z. If`thUL e •EJ'4 CI. rte 5EE DETAIL •26 FOR FRGMIFIG REQUUZE! /,EIJTS /7 \--FIRE C iTED CELL!}' G ASSEMBLY INoFa.. 1l.�:NrAU�T Lt*ERb Ltcnjtp T' T r PANfo.. L1SNow3z cy FE . ;NV•R..t 6HIN Ic t',ttaudTIc�i. ) 00 F_ X ,� U A G E TML N• T 5. 12./ 510 -.Tea/6v. 10 j ic'4 SoxZµ 4 4842f1-004 Wl tN "ex-1 T G0Nourr -.'At Ah a.pa�.p IP lAy tN Li<tL1i1(� Lt.liirALLEV At4AL ?_'-o' OF CONDUIT. ALL- ee. R>=x1 toveR MATS FMN1 Ta Ma t= qT(. xiut4Ei r 1:0414AA w -tcRT: (417•M.• LA 1oN ri4c7 o 1. Mot7E:L. Frce-1 HOTO C L� Mou NT�N G DETAIL N � cQO A w vl TN t -T o EXIST. STL. STUD WALL 19614 vNML MoUNTItJG G0) �Iiz t'JJS�TAIrJ AIR Gl11ZTAIN EkISY'Ca RELOCATED FLEX. G°Ni' • set PIPE FLA9.11 IJGt DETAIL o\l CJ�tIG. Ale > M t (b.agi.LKD W'j'WDI.P A& jLEO P) ouH �INC�• DETAIL. r I3I I2 f S GP (.5X 1 STICa • RELOCATED AEThA)JE CHAS EXHAUST FAQ LOGt. T h FAN OVER.. 6210 LINE. .JOI4T v'r,2A j tglN ItioLA ; o1rz.5 `Exi -T I(1 Q.. ram. PIPS RcaoF � f SUPPORT BY OTH E/e 5 e "t HIGH PRE'- ORE DUCT i METHANE GA5 EXHAUST DETAIL J.T. 5. REVISIONS BID 153ut ZN, , - I f: -8B AD00400t1 e REVISE DETAIL, FOIL Ft 1 1 u r',.n r,1 kr. 1 AUG 18 1988 1 I u a z U 0 I- 2 v LLJ cc W r4 La t;1) 0 (E w Z 0 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 ARCHITECTS AND ENGINEERS 0 0 c.; CO N co u > t 0 0;00A (I) •V 0 U as MANAGERS Z"�j , 0 1: pV -J 3 ....a w > u ca 0 tc 25425 CENTER RIDGE ROAD DRAWN BY: SCALE: E,IT5 DATE: 6- 16-86 JOB NUMBER: REVISED& II DRAWING NUMBER: DATi .s3- Ic, -- HVAC -5 izahow {@ :rte .:.. ✓ 04- x¢:eer;,:". fit, �� !•'eo%,'5'�f'i3,�.14r- t�?�iu_.. a, �� '�, sr',',r�`z,�,'G; s�•a.•.r'"yt°.z f -F rrc ¢ � . r� >'°�!%'AC�; ` '%S%i+�a"l.'= .r;;�g � �d <$.f'.w•:•'v'�` ���a��41.£G�,�?`s%'�!fi�'W z�dH'� :r��',,,�t F.k: s. J. :;Jit.'''"'r it : ^.. ".. .. �'�. �<�+.•Lr' f.S�°:i•.r�:�'X7 • ti >�t ��;•a.a "t� o -: hc' Ile LZ ye SL t!L CE: ` I 1 IIIIIIIIi!l111111111111!IIII III! Inllli !!!!!I!II!IIIrI!II!11111111!1 I!L!h1.111I11!II!IIIillllj 11111111111p 1111111111 1111111111 111 111111111 t^�i. 7 E f the microfilmed document is less" clear it an this it is due to the quality: of the original: document. Uc_ ,;,.G, i ... ...,..LI;... 91,. ` , -el Zl 13 EL 9 II I II1i111111111 III1111 1III! 1111! IIIIII1IIIIIIIIIIIIIIIIMIlil !III1111111111111111 111!1111111111 II111111111h1. 111111111I 1 ghIL6 11 ..:. . y ..: .✓ s:rsK a'l,;r..'.' s c- a ti ✓ -: r -d •s '; ' �7rxr •r :±�:;.ft}'+, v�d,.• r';' 'xk�Qr`' � -,1: -: iS; X��:-:A`Q �.�, , .r...,.�X,a. t;�. -, :-. , . 4;!I ..r, .� �..�.er,..tF h..- c, .u.4t.. vr,;•�'y,• ., ,L}_,.:..N,. ..s �i* •�}S�i'� Pit > v'� �- , 1111111111111111111111111111111111111111111I111111111111111 11 1 1 /4"" 12 •.1 . •4 Yc +4.r-OVN-`11JW3 y '.'St! Sty , 5 h : Z l ww (� L!1111IIIIIII111!II�I! 1111 !111111i11111I111!IIlI!�Iill� FOQ,3. f /W57,At ID B-; ?t.`iW ocl'O MTh, BD. C: T CAES. a Q 5v2. ".E.MT ( MPT•() Wind 6-t TEi4AWIr 1oOl3 13' dl.CCT, coLsT C3. , I3tJs.D W1R.EUaA'i Lt-L-4f_i_. t x u z' I, 1 ° (n'' R.1610 031.1041T L. 1 Ld SOSas4CM 4 1435oMCM AL Iva Eft. EXIST'6 WIRE1e AM `L " 600A. 17-o /'to s•'i u U- tO?O 4 • - d J vi I- 2" e PAT I- 'L" E.s T' I 1 I 215 I 12.o*O13 I 111 II II I .77 M)1 h-)1 l 1 I laoTCS: D+aSNE.O L_1'E.S lt\D1LATE. EXIST /Is t'..smniam Eva T. C.Ts F'151(.15. P41 P WCrt co, >3oT INSTALLC10 i'w-f E.LeGT. CO -ST1L, Svo1 iC. r .C.VDER SODA /InStl ittlo3R.D. -2, e.mT 200A 'I0 /0;1Rx1 LAO. - Z "EMT yoo A } y» SootfIc.14 4 1ls I/o LAD. 3' /1"+EMi -9 sa 1 M LT eft- 5 0C-it,f T S * C- l T 1-3‘) ZOOA- 12.o Ito TeR144. t 511h PoSiTIOA, @iorTh COgiat.C.TdO)' CL AMP SAO g LLVo'R PaT PASS) 2111bI.ESS Wl TEST Moat., THREE P1iASE S' .E4tt'E5 0lT`P`t CV3'_12.:11' 111A13 :F'cskAEUS 1ti11LL �E METEVID . WITH PV 'A' BASE Sill ° METER. AI TLST SO@V(, P 1 .L 1-11ov ATE.to METERS S' 6C 1- .1WATE.53 IA CO':++11L.1A 130.6 WITH PANDIT TAL1DARD 5'S1o.Z15 ALvD 551o.7.141. lZt_mca e, the SE.R. SHA1.>.: ?at, hlsT U..D PER STD, II 432,5.39/5 PAGE l '4 %:. SE.E •�"f�13UARA5. ALL SGY.ILt'TS SNA1.1. tt \o1 SE9UE.1JC.E. t r R1a�,1S=SS ALE t O EAcIA r1 €1 ER, s'- 4 NAiJE A sE�t tU TC C�S'J . coo1rTAc.T : P'3txtT Soe111) PoWf,1. s LIb11T CA>»PPt - ( Cott% 5o'.11HH1 VlZAD f tn1Ar1 BoX 31) RC.1.>lpa 'DO S"1- o3t.9 A1TK1: RI:A.1AT 11.1.1AVEv15 TEL. 'Lob 1..35- ?957.. 3' /2.'LLEMPT-0 Z"C tErAP 1y) 7_" ( CEMPT1 ) -... .� _... �..s �.., °.I. ...... ..�.. ?..ti" 2.4.. 2q„ 36" ASP yr De.E.F ' it DEeP 11.'` DEEP Dt..EEP Z.y" F: Dftt I-3 01* E. ALL. ME.Tea. lb AO SN ►LL ESE W51'LES IBS SN66?14) Coi3SISTINLI OF I301TbM 1x ..tEt1 Ii.>COM106. SG.LT1oaS, mis,10 BOLT PRESS. SWITt ktrs 4 PtaS6t.S , (At€:6S tSJ5s1ai,, METES Famt.e. ts1scolsi ec.`T Pun., tva Ntof3ULLSo, cIT Mat]OL.' W /ME.TEf :Igt. * S?Ate.s. Ft' t\ODULE;fa. MEIER. gA1-itLS 5N/1LL BE VANR.U. '`V11 SERRES A5 419 . iB't C Z- 1 R ELEATR.tL MFG, CO. 5010c) AU'Eo3 C1.1tC:Ata0,11.1 -.y 60();d TGL, 1 ATTO: r44Z. 4t1i21-4 13A12714 - V.i'. SALES S11E'SER bANkS WALL. BE.A1L talL LA,15EL FoR, A 5A o1LT All A6 Of '15p 00 17,1.46 S 141 ME111.1C.A WPC REwS AT Zo $ -.1 alai 5 1, ALL t4. -11.R. ?AO lt,S SHALL 1E. Fu1t15. t :a1PLL D IS ► ELECT. C.otY t. 2. ALL. 1,4C t2 S /►U- fit. f of .O. 4 \\Wf 1LLE.O Pol4 E.R.. GCS, 3. ALL. ;W's SMALL RE fortis. I `i. PONae. w. Co. 1144eTALt.EEth 13'1 ELEJCT, CeL fR. 4. ELECT. CW171? . S`rkAU. ORA,.4 SWSTALI., EIAPT`$ CAT 001.1 (S1tES AS atTt~b} hula mi ERIA AD A1 42 TARA) ISAt. S1aS7 ` 1"Rtiri . MIrTB R. RAAA1tS TO iC1, >R,t I CTur3 1A t_OLATt >4S AS StFiWW ., 1 RJ M \a>4 StCT1r, I.l 1.4 1136 C4g3O. 31115o MGM AL 4 I tt350iM.cM J !ta EA. amorto -1-7-0Q-D 0-1---- -4- �! 3tp�. 5, TE11PuV(% EL,EL Cbu-t it 5>tALL cetaINALIE. iuoT SIOS h Tka TEAPAST'5 MAIA SW11t.14. L©C.At10, 114 PR .I'<115 (o, TL4torS St4AL1.. t;ORz. 4 11 &TALL. ALL >n}ilthst.I (.S1tC's AS $Hi1a4) itNE;'WT -' EtAT F2. H L.iAD 511X. ai~ TE.t.SAr5'f S l -TCA-4 AT METER, ISAvatL To 114*-. '61De. OS° "TEA/NOT MAig -.SO TC.rt 1t3 i�'i k4 N14 a, METER, E bAO) 100o0t - 11.ftitoli‘l -3 MET ISrA` 11 roI it 'iP'511-.1iaZ OATS.- pRik rHO NU//42V%: s3t.*:;40C.'_li9 stab ii lifell 04,14 i ~aka9 .i.' ' 1.t : t•zkr. 0 . ,:, . 04 r I�� v x . Y J �r Y 5."! l�r .. :L= j -61eE4 � i/fYJ p� � iu�1.V - !� b F - � .J�i! '�•4t ±+?F+F�i' /. �. � Xi�n�sJ -ri( V/d+�ti9:.Tit['A RL"u +�STt-°mF� r .. - ... 1111111111111111111111i1 111111111111111111,1111111111111111111111111111111 0 +c Pis INC.. 1 2 3, a l�. • i 11IIIII1I111 11!11'11 1F 1111111111.,. 11111111 III. 11 11111i11i,II I I 1 IIIII lI lIIIII111111 `111111I11II1111111h11111111 111111 11 MADE INGFRMANY 12 7 $ If t: }ie Microfilmed document is less clear than this :not} , it is t, due to the quality of the original document. i 1"� Sl ..r A..r, g3:.tiri•� tan +i...AYi+r.rn ufs.':.. ✓r <...,:::ts:' fi F,.: fiC L. 9(: GZ hZ £� �c CST" i 1.��►��llllllll! hill! 1. IIII�I�iIiII�Ii1111iIlilillili (�i111 11111111 l�1111�1111111111111111, 111) 1►.111111111111I 111 1 I l 1111II111111 I liill11111IIIi1111iiiihill111011l1111111111111I1111111 111111111111111 9 s +, e z WY + J Fu5S R s COQ r A. • 6 60 A 7 VI l 7.50A i i&,A m miL 5PACk ZoDA 0 00A • • 7 7 A `�...;✓ ; S SPACE /NM 2 {� S 24t► , Z ZooA SPAc . Ro ;tL oA - / ooA 2 NI M 20M N ; ; C C 2 2ac�A f 's „ .cotaliot, SCL.110A . ... S SoSSIA 4.1 w . . CfLoc S ?..ti" 2.4.. 2q„ 36" ASP yr De.E.F ' it DEeP 11.'` DEEP Dt..EEP Z.y" F: Dftt I-3 01* E. ALL. ME.Tea. lb AO SN ►LL ESE W51'LES IBS SN66?14) Coi3SISTINLI OF I301TbM 1x ..tEt1 Ii.>COM106. SG.LT1oaS, mis,10 BOLT PRESS. SWITt ktrs 4 PtaS6t.S , (At€:6S tSJ5s1ai,, METES Famt.e. ts1scolsi ec.`T Pun., tva Ntof3ULLSo, cIT Mat]OL.' W /ME.TEf :Igt. * S?Ate.s. Ft' t\ODULE;fa. MEIER. gA1-itLS 5N/1LL BE VANR.U. '`V11 SERRES A5 419 . iB't C Z- 1 R ELEATR.tL MFG, CO. 5010c) AU'Eo3 C1.1tC:Ata0,11.1 -.y 60();d TGL, 1 ATTO: r44Z. 4t1i21-4 13A12714 - V.i'. SALES S11E'SER bANkS WALL. BE.A1L talL LA,15EL FoR, A 5A o1LT All A6 Of '15p 00 17,1.46 S 141 ME111.1C.A WPC REwS AT Zo $ -.1 alai 5 1, ALL t4. -11.R. ?AO lt,S SHALL 1E. Fu1t15. t :a1PLL D IS ► ELECT. C.otY t. 2. ALL. 1,4C t2 S /►U- fit. f of .O. 4 \\Wf 1LLE.O Pol4 E.R.. GCS, 3. ALL. ;W's SMALL RE fortis. I `i. PONae. w. Co. 1144eTALt.EEth 13'1 ELEJCT, CeL fR. 4. ELECT. CW171? . S`rkAU. ORA,.4 SWSTALI., EIAPT`$ CAT 001.1 (S1tES AS atTt~b} hula mi ERIA AD A1 42 TARA) ISAt. S1aS7 ` 1"Rtiri . MIrTB R. RAAA1tS TO iC1, >R,t I CTur3 1A t_OLATt >4S AS StFiWW ., 1 RJ M \a>4 StCT1r, I.l 1.4 1136 C4g3O. 31115o MGM AL 4 I tt350iM.cM J !ta EA. amorto -1-7-0Q-D 0-1---- -4- �! 3tp�. 5, TE11PuV(% EL,EL Cbu-t it 5>tALL cetaINALIE. iuoT SIOS h Tka TEAPAST'5 MAIA SW11t.14. L©C.At10, 114 PR .I'<115 (o, TL4torS St4AL1.. t;ORz. 4 11 &TALL. ALL >n}ilthst.I (.S1tC's AS $Hi1a4) itNE;'WT -' EtAT F2. H L.iAD 511X. ai~ TE.t.SAr5'f S l -TCA-4 AT METER, ISAvatL To 114*-. '61De. OS° "TEA/NOT MAig -.SO TC.rt 1t3 i�'i k4 N14 a, METER, E bAO) 100o0t - 11.ftitoli‘l -3 MET ISrA` 11 roI it 'iP'511-.1iaZ OATS.- pRik rHO NU//42V%: s3t.*:;40C.'_li9 stab ii lifell 04,14 i ~aka9 .i.' ' 1.t : t•zkr. 0 . ,:, . 04 r I�� v x . Y J �r Y 5."! l�r .. :L= j -61eE4 � i/fYJ p� � iu�1.V - !� b F - � .J�i! '�•4t ±+?F+F�i' /. �. � Xi�n�sJ -ri( V/d+�ti9:.Tit['A RL"u +�STt-°mF� r .. - ... 1111111111111111111111i1 111111111111111111,1111111111111111111111111111111 0 +c Pis INC.. 1 2 3, a l�. • i 11IIIII1I111 11!11'11 1F 1111111111.,. 11111111 III. 11 11111i11i,II I I 1 IIIII lI lIIIII111111 `111111I11II1111111h11111111 111111 11 MADE INGFRMANY 12 7 $ If t: }ie Microfilmed document is less clear than this :not} , it is t, due to the quality of the original document. i 1"� Sl ..r A..r, g3:.tiri•� tan +i...AYi+r.rn ufs.':.. ✓r <...,:::ts:' fi F,.: fiC L. 9(: GZ hZ £� �c CST" i 1.��►��llllllll! hill! 1. IIII�I�iIiII�Ii1111iIlilillili (�i111 11111111 l�1111�1111111111111111, 111) 1►.111111111111I 111 1 I l 1111II111111 I liill11111IIIi1111iiiihill111011l1111111111111I1111111 111111111111111 9 s +, e z WY + J 5, TE11PuV(% EL,EL Cbu-t it 5>tALL cetaINALIE. iuoT SIOS h Tka TEAPAST'5 MAIA SW11t.14. L©C.At10, 114 PR .I'<115 (o, TL4torS St4AL1.. t;ORz. 4 11 &TALL. ALL >n}ilthst.I (.S1tC's AS $Hi1a4) itNE;'WT -' EtAT F2. H L.iAD 511X. ai~ TE.t.SAr5'f S l -TCA-4 AT METER, ISAvatL To 114*-. '61De. OS° "TEA/NOT MAig -.SO TC.rt 1t3 i�'i k4 N14 a, METER, E bAO) 100o0t - 11.ftitoli‘l -3 MET ISrA` 11 roI it 'iP'511-.1iaZ OATS.- pRik rHO NU//42V%: s3t.*:;40C.'_li9 stab ii lifell 04,14 i ~aka9 .i.' ' 1.t : t•zkr. 0 . ,:, . 04 r I�� v x . Y J �r Y 5."! l�r .. :L= j -61eE4 � i/fYJ p� � iu�1.V - !� b F - � .J�i! '�•4t ±+?F+F�i' /. �. � Xi�n�sJ -ri( V/d+�ti9:.Tit['A RL"u +�STt-°mF� r .. - ... 1111111111111111111111i1 111111111111111111,1111111111111111111111111111111 0 +c Pis INC.. 1 2 3, a l�. • i 11IIIII1I111 11!11'11 1F 1111111111.,. 11111111 III. 11 11111i11i,II I I 1 IIIII lI lIIIII111111 `111111I11II1111111h11111111 111111 11 MADE INGFRMANY 12 7 $ If t: }ie Microfilmed document is less clear than this :not} , it is t, due to the quality of the original document. i 1"� Sl ..r A..r, g3:.tiri•� tan +i...AYi+r.rn ufs.':.. ✓r <...,:::ts:' fi F,.: fiC L. 9(: GZ hZ £� �c CST" i 1.��►��llllllll! hill! 1. IIII�I�iIiII�Ii1111iIlilillili (�i111 11111111 l�1111�1111111111111111, 111) 1►.111111111111I 111 1 I l 1111II111111 I liill11111IIIi1111iiiihill111011l1111111111111I1111111 111111111111111 9 s +, e z WY + J rsavtgloNs 87 og7 P TRASH MALL f_LEC3. 129+1; CV V- *ld0 -•.t. 0%I T. MALL STORAGE Ht3A -toil Jcettail Y STORAGE HU - FE- - ISS, 7 , HLP- R.-S3 S._ 1 I u; 4 tal. II+i4r I �fiLF - C t JCT. A f.x Hue. flt . cw. GowTI JAT o>' 13-1 -r AJT 3U3) o>>T ;, (PIT, Of 111) 5161.1 uttAWN OATS* - Jo> N+aht081te ' DRAWtNB 14+7t4U t `r+'a" - - A'+�4+'!. ^'Flri+a'�`i' ..4.ri+.�...^'..4":�! v�+•.wa,�.., .I.' V. +�. :wnt+rsve'l�K�F6'k'� :rs f }. YTdfc ., _T'1' !�Y' � SrY$3FL:� kiry6AW .. A.�n'3� i'1'TY "��l:G "wWijy 1111I11111I11111IIjlli1111111111111111I11 ►111II111III1111111L11111III111 1 111111.III��.1- III 11 11`11111.11.1.111, 111111 11 1 11111111111111111.11111111 111111' I1 I111111illl111i111111111111 r 9 10 11 M4f l FPM41Y 12 0 fc THS wca. 1 2 .% 4 5 6 7 If the microfilmed document is less clear than this ,. , nbt; , it' is due to the quality o£r' the original document r MC. ``�F' ..,.,rv'l ,,r. ...,,, ,a.+FRR `-''''''.6.' �v... UE., he ue Lz 9c: G2 h2 £2 .— ".6I , - -g ;ZL„ 91 Sl $1 E1 Z1 11 —1 - ' L. 9! II W �' 11111 f 1 III it I I hill 1111 11111111111! I111i111111111111i111111IIIIIIIIIIIIIIIilllll lllIIIIIIllllllIIIIIIllllllI111111111IIIIIIIIIII1111IIII1I111111111IIlillilllll llllllf llii111llltllllilllll1IlI 1111111111111111 llllil1ll111111I ,1Ii11111i011111 � 1111., II I�lIlil IIIII�IIIIllllllllllli.l III 111111 1111 !! II < < a %,n,:aei. Y24i r - "�R REVISIONS MALL ST IR' TO R WOMEI EM • „4... MENS 1 . l29 l :f l6'• . 2-5:e2." C. ` 4� 3501A'CtA 1►1 i r .IM.. . •a - �;;J&_ • RECEIVING .....r .. .,...-..�. EST; METER PP-Pc-Zs/3 LP= FC- Zo /I 3■104x.+112=I "C JCPENNEY STORAGE M`ALL.' STO A .. 7..- 31►: "c R9sEVIS'OP, TO PIA.. PP -PC OA' MEIZ. SEE DRb. E -10 FoR LoCAT100. r LP- FC- It, LP ATI�ERPRDI)r' DJVLEA RECD F°P wiSPEIAL, LIFT :v4pt. $AU. 1 TD, 6f,LD,k) TiP 0 Ltloi ER, WALL- { T Y P. OF /1) 30 , UAt: E■01 15Or, W - IZoJ 14 PITO. uN ,Dflt'.SIIJIL I . lr Al11.5V 3W (RtTh WfPiigtftrRuOi D)?i.O RL(CPTALLL W /5s'C? IUt LlrI' CU'�EF. .WALL M1L). 13tL{�b,'S' L•11.11.Ti (TIP. of.' ) .,.. retr3 S 7o4iirlr�L CAST a L�.►�� I•Le25N N6i' L'' CAT,N0, yu�ll — HQi -T Luftn or FLVSH UP Lit NT W /FLAT I). f£CLO�- 'TIZCt L-,RATE. (VP. a • `31 ': 'bq•' 4lzAL,�Wtt�, 15bcAW.. OaoCf. .,.... .w..:. .rte. , ,. ... •{ :'C!.>. �. .. ::�.°_° _'!°?Y'. mr. .�r.-��° J Y'� liS/�.F� iH. +i.:ie.�"ScL.:.�4'3b.L.er 'UHE.-‘ 31:a1- .147q-14� CII0i4At OX +a th -D5 -1 , W/ MT-1 TI1 iTMVSTAT ` 11 DS-iS disc, So, 4 MMR -$ I41[U. fit AUIk T ?' fIL . g9 [1)d . ,., DRAWN AY: SCALE: . L ..,... r • II1JIII (I�I�IJIIIII�IIIIILi�IIIIIIIf IIIIIIIIi IIIII�III 161115 IND. 1 2 3, III1III1II111P WI 11 MAU 'N GERMANY 12 the micrat:,..1.med document is less; c leer `'th an this:' due i o the' gL .iof lie o'fi.gina1 document 111111110111611111111111111111111.1111111i 11111161 11111111111111111111111111111111111111 (m*, Esc'. iJc L 9 :: SZ 110 11111111101 T III Iii nl1h91 a.arr.ai •.Y�:`1� :YI: . <.« k�r.. '.F`,X�:dRS{L1i.S•.liiinM1ii�aA `:••k�14� +±a.�i�:i �.1/.:3'�w ••`�r.`4'. PliVISIONS 2.44 o o Ar4"5.- 11..,o NJ. TYA. OF 41 p Les 't E,c EPTS, 'v ObEiz cOL)aT'Ete Fi11M AS »afiS�l�I. FOR. SLQAO rAkX C.Th )-Y P. oil 11.o 1a At., H: la. °writ, Z. 4 5D t - 41G04.= H.W.ctrt P i'f ►lztiYP- % oV- L> }- c�a1 st.oM ..oSo(R5> 2 V.OLYS FJO, t�Y ►�`E• TIP. or 14 ip". .FiATt2fLtS TO REMFih) it FSE R.e.cl e.CIATE A To ,5E0 'roQO'couR.7 PA;)E .. L- Fe. i'ALJELS ' 00 +)41E11_ AFS'b'E SEE °!$ PLAN AT 1210.4T (73i%,'h'IIV C? IV t111,f3)41'[.t f IIIIII IIII IIIIIII1III'iitI IIIIiI IIII Iii 2 3 r ndt, ililull�ili lllll��InLl�ii�IthIiildn !iiII1IIIIIii9 'Idli �ullllli��Iin!I ii f the microfilmed :document': t is due to the qualii y of III1IIIlIII`11 II 6 1ess clear tl'an : this the :original document iI! IIIIIIIi11IIIIIIIII1IlIiitIIIIf iIIIIIIIItlilt IIIII1IIIIiIItIIItIIil 11 MADEIN,EiauANY 12 L 9 5 +l 6 G IiiiIII�II��Illiil► III�II! i ►iIII,IIII�i�I!!III!��•4!I!•!• •!�iIIIIIIii 1 EM t.2 ee • 1 STAIR TO R MENS YEES. E *1 .14 4 it } 4i. • WOMENp TRASH _TRASH, MENS 5.2. } 6Ca.1z.! ._: r w. v r y; , •eparzv,kE. vi L L�...J MALL 1"G lye rt r= I !MALL STORAGE RECEIVING 0 e:- •If 2 EM I. IA •1 ME1-EI2. b'!'11f WoME A 4\ EA ' E1 .;CPENNEY STORAGE TENINT STORAGE AREA 9 • } Q 1,4-V'1 Co 11 GC'4G. YA*1 VI w jet 4 - +- "/ rc6•11.5 _.• ._ "' Pi i r MATai 12,, ICK FI'' 1-104K Wt H144 Frg 0494/ Y A T`.k !pLASTtc�7 (216') 10d-1-42.1 ! INcvi"kt -t- ioraF TAI•4K w' 4," 2E;f- . ,Ef ? >E.7 rY ?lam r� t- 4t?:'Y 8'TKERATT 14I48i_, I ?vq,ttrl -t I Et b MALL M4 INTANENCE N } 1 of ....,,..,....„,..„...„...... 0 t r4 �, 1 ^wc a'"_i iw.:. ...._ -Y. +c am .#--- 1441 � 1 Ir no.. —•.en sow; 'L'�•'8 sal ' r,,• `!ev. s. ?'.mio ' - r. s !:'.!...nt ran N.A? 11 u I, II I Ti I - Lr- --o r■Ji Er\ EC C)--- -- r er R1HKL� ---r--- _ b' IJ 1,1 11 ; - IF ..__._ _. I1•. it li 1, IS �FG it G\ 11 I t ! €.) ` 11 ! 1 11 `•-- 11 r -IF II 1( 1 MI la* A-• I 1- I 1-- - I tom--- -j` N I E!, [ 6,. i I te.1:1 ', K_l 11. I- Fif 1— -- 1 1 i _ i f 24'- c" 24 • 1 *8; i_ K ; `i 004 ?i ,r- .;�. ,e . ,�.. yc 1- y . �-v. .y�,,. ti + SS ^,tq ' ,d 4f �. �y..��,,�,4 J. .1,�jt� �j}} y,}���, � ...�. t ,5� .,�.y�. ` ,� �/�.� '7. .. /...♦ � .Yr+:'i� .. ,s'i"..3.'.Ni'7"..'' �f . }�: ��'s,., + %.': X., �..� 3r✓... .. �n %P�'... �:,'aY.'i.i�^J�. +.5 •.:w:�, :��' 'Wf 111111111111 1111111111111111111 III I1IIII 111111I•111111111I11I III11II III 11111 1111111111111 1 II 11 2 +/t - 5 > E . `• If "the microfilmed document is less clear than chi s - w ity is due to the quality of the original document „,,« „r P,C tic L� 9I, Sz +!L £� tC: r ""fit M.r91, �� ;SL,n.,. 4 '''' £mil fit., It 6 o L. 9 5 U i' 1 V ..I I I 1 I I 1,, 1 1 I I II ! III1 1111111111111IIIIIII1111111111111111111111111111II111IIIIIII11111111111I1111111111111111) 1111IIlIl11111111111111111111111111111111111111111IIIIII111111 111111111111111111, I► 11111111. 11. 1111II�1111In11n111I11111111111111uIn111 ,11111111 I11�11111LI�,IIlil1,1111i,1Ii 1.111111111111.1 1 ... .'. c 1 111.11111.1111111 1.1 I' I' l l I111I I I 1 111111111111111. 1111111111111111111111111111111 7 I $ . 9 11. l 11 MAUE 416FNNANY 12 G° ti.Oittil�s ... s"i"110 10 1 .. DR441.4 ay. JAF OATS; 6, - 16 -F,, ;. @CAL. : 144 - I - 40„ QUO NUMput. ,. REvI5 D • QATa: 8- 1(0-8b DRAWING NUMO![R: 8 ?i ,r- .;�. ,e . ,�.. yc 1- y . �-v. .y�,,. ti + SS ^,tq ' ,d 4f �. �y..��,,�,4 J. .1,�jt� �j}} y,}���, � ...�. t ,5� .,�.y�. ` ,� �/�.� '7. .. /...♦ � .Yr+:'i� .. ,s'i"..3.'.Ni'7"..'' �f . }�: ��'s,., + %.': X., �..� 3r✓... .. �n %P�'... �:,'aY.'i.i�^J�. +.5 •.:w:�, :��' 'Wf 111111111111 1111111111111111111 III I1IIII 111111I•111111111I11I III11II III 11111 1111111111111 1 II 11 2 +/t - 5 > E . `• If "the microfilmed document is less clear than chi s - w ity is due to the quality of the original document „,,« „r P,C tic L� 9I, Sz +!L £� tC: r ""fit M.r91, �� ;SL,n.,. 4 '''' £mil fit., It 6 o L. 9 5 U i' 1 V ..I I I 1 I I 1,, 1 1 I I II ! III1 1111111111111IIIIIII1111111111111111111111111111II111IIIIIII11111111111I1111111111111111) 1111IIlIl11111111111111111111111111111111111111111IIIIII111111 111111111111111111, I► 11111111. 11. 1111II�1111In11n111I11111111111111uIn111 ,11111111 I11�11111LI�,IIlil1,1111i,1Ii 1.111111111111.1 1 ... .'. c 1 111.11111.1111111 1.1 I' I' l l I111I I I 1 111111111111111. 1111111111111111111111111111111 7 I $ . 9 11. l 11 MAUE 416FNNANY 12 G° ti.Oittil�s ... s"i"110 10 1 .. wtA714 441Ap -fl- 4i'vtT (M?>'( t*v 4o. oko fOostqpi Hui f 6= lr>'• r(FP f9i 41H4. 'L!-o 11--lSUC, .4514'pt r^13(n, • O A t- - •`1 AlsgerpflZ.V10,57\ t:; JHTI �tC AI h•1 t4IB':eIVt- ., I fag., /A•$' * ere, r I 4VR `Y I N°JCltn% Kte,a,s4 21 14040P'11-14 /AAHUll, +3t(iUtt4P /k'", ±Jt /A. %t of- 'Mee, FII,l. w/ IHEivb. - '0-1'3WO ter csm& r3Y f- tIVA•G• C©r•11'R.. N I se. F� W{v•V* f' iVPsU e-Q' re* ri ne w ew L'' 4 w 41 IlecOterit rms., VOZ .4 Kt Rerkef VtLrrT'. W/. kA C# .ice. 10- t', Ac1 /»I.1e.A IG9' Fv04014 fiNK I`w. r;1 I ' oincAr W/ p•Y,c• - i-evlt (PAIri1 ') c• h N IA\ As? 04.047 p . i`1A4HI 14 /At/AM./9-40 I,." c • 1 ELECTR CAL CONDUIT 0GAppri P-4 Pic I Atv . r irif% r G" .01.11M f., . �... i leAtf -r i M pLw ejr•te4 9v4 L. .." 1-At-t1 -- iS/d r2ANP I NL11 r2 1, . TIc I" 'r iG /NG GeAe -t -i7 fIPE_FLASHING r.K1 1 • 1"). • tkelOr GDM<• w ritrw or phopo rH ;4- GA GAW /A t- Cj1 -A'r FAH To r11 14,.,ovp �IV-4H ctsi , • 6.• f i%)(p. .4 r• • ~ay, rotivir..4414-4Cr r - txt,• .1 � I ;I14:z. f RA/Ae eTrzvay v.vvCt . TYP ROOF DRAIN 4Ci\j4.t Iles -1 r''2 u :t 0.0,■1`.1-4 C riwit'&61C. WAWA( FJtZit. 47/4211H1 wric.7L ), w/ ` hpAGt FPierwtee t r'AVO RUBBER WA L K WAY 4 ;6 3vj 21N/1R. ref U • c1 Li TO IJ C001.101, CYA.0 Nils( 1112, 7.0f=1.4- 1& .V_ TI# EN- FC• LEM- EF -I qtr?:4Iic5V -;rD 1 tJ Ili- le: LLA c(:ta GALP- K- NaL,- --bp I 1" +112, P-ploa /3 EM- FC- LtM -1 Rio -1 Zo' 70 IA COO LIi 6 V AS FYTL,. 40F1A- ybuw -3fi J 3 V � 40 FAY 1 o�'u it4. 1 ' ► u I3R5 GQ►1 i iLOL P1�L � '%%'kk I1A L�Z�. d 1 t r 343 3o /?S W' T 2 -Libor.1-3P EXH, FAUN IFP•4e14‘) -�+ tor PP -rc- no /3 LP -FC.- ---- . -.4 1 New tit 4HT w/h /rte'T,At, C� •---�1 %tc::;11f�a✓ GL/f Pi' 10 1,t/A/ .41-4 't, 1a �3i'r°•H J01°.4 1'e ,tot"- ROOF TOP UNIT CURB . O HA+r7f/ c' /�cK iE✓io 1HPICA+11V5 Ger•15T l -i'vGK �r >arcne•� I ti+�ub w�v 111,i 1 - :; .6 & Gll�trl� (PAtrrf e') (2) 4P,.,4' . to" 6viffPrf 17kr/G4C 1 N4 ( 6 H.YA. G. L'vu,$) (L) 1/4 i k.G'4AGV,. ?`lalrr t‘vitle Got.P'l 1D 11 r Wdolv, w/ Ils` p LA4 Pall* '!S � a.c • Sfv1OKE I RELIEF VENT, CURB 6 hC�.taG' I 4-D - yM'= �'`.ti'f<::��YF,�w��+.ir: -:ti<� .'r.k�-`�<',s:`;.?::!i.�'5, ityr.'.ei::.7;�ed��.�•w•�+•c:2l RJP7foitg.. WAAANsj/1/41' PAv Zavrr. a GAS LINE SUPPORT 7 r- 47 r L �' •rsl c� I �- 4t'•,it cI F Vi'vv17: I 414 1rc 1t wa• I tom. I4-4 (i) 2 `v • H V/'/ H RS" P __ w :irix1�• s-r, r / , 2 y e ft >e4' P101-4 tee t.0 .71n1� GAS LINE & EXP JOINT RAMP 8 6c( T17� Nz.T-, O 3 TC32,. PA C.1 Ch3MIT 2 TL3 t MPe.R 1 COMP¢.4 Z EVA?. FA Ls Coot). FAO •r 12EMRQU•.� Li ILMAR 50 ►AR 2 14.vANi1, ZOTOr• --- 2 5lC)AR y kJAR. 2'1z.INAi2. 25TOL .3 ; I AM1Z. q icVARC 2'/ 1 1AR 7.5 Toy 2.10/AIZ q To EM -F .- LEA-1 RTu - 3 25 10,1 CO0uub C T1S.14TIa. t Ih� OW r - F.i-4tH'' '11F"LA-4:160V• !¢IP,!GfzGV� 16'0' R° 7' fstiPA1r4 G.E• CAT. loail.'1"SWCEU II u II II II 205WC'irL) 343Wt'. O 543 W CU-A LISOVDLT- 3PHASt GnOHZ WEATHEI?PIZt1OI= CAPAUTOiRti UlJIVER.SAL Iv10L'IJTib',b FUSED saes AS NOTED, FIEVISIONS ACIDerabUri *2. A }IG•S 171.LaG . Pi1d3, 4 STA 1f I Its TO men. ADa.0 EF -S (A0G.18 1988 co 5 ZS cc cc 0 Fd (75 12 cc CLEVELAND, OHIO 44145 ARCHITECTS AND ENGINEERS 0 ozt 1v 0TEY, f f t E1-q- 2 ,-,r I. ALL to TcRiwS SF? li LA1U.!t SHALL BE PI^?QVIDi_D 1JI•i!•1 CAPAC)Toti:.S, 2. CAPACITORS SHALL PsE C0I.31JFC.TED 130 i F4E LOAO SIDE QF= THE MD-TOR COIATRa11E' 5v0IT :ii :.o WITH THE. ;M4rog:,.... fi. CA1 *AC.\1O2a,!w1C>A- fwartpRoafr' DISLai31]ECT SINSI- TCt•4E WEATNtr2PR.D6Fr REceprACi_E'S SHALL, i3t_MAUI.ITE.D Ot3 A CF-IA1l13tL R.A(IL LICIT DIItELTL'Y MpUi]TED DLS me_ - 2oOTToP ; OM C61ER- AL3I ACC.CS PA EA. 'S at.] 17.4AFTOP otatTS, �i. S3514MlT' uftAu iKbs SI -O4ik L PRbPitO.ED !usTaLLATIc fJ METH CiD FOR. APPEo;ltziir, 5. 5TUIrS UP CtLDu1i5 lOsiOE 6E R c:TC1f' WIT CU %SS. *IL • 303 EF'� Em- FC- LUiv1- is 17.. L ? -FC• -- RTU -2 25100 coal At., UAS. Ni G. '17 FLA -'tLDv- 3o PP -FC- 15t3 i-F- Fc.- 14 OW 1 %•44'.1z-6L 1•..11.14ifj w /s /i�' L/W`+• 4Gik145, eizo. 3a13 W° inF i5P =j i 1P -1 Ltf� / "(Si';' • PjkFsAVie.1 wAt4, i To Reir.A•IH NTF • ,12.1f '( bV•3d I 1,1A•I2taV•14 /- s)(t'-T';. p/ ocAre ae.. Rd tH r;.= - II , ` xr t , - - <L -` 41' GG j._. -.. A 1 A` L �� l (, I v xs�;Tcl . GAMOI _... Di t i -1' v, x1-44 • ►- r ' rk.g.,irkArai t4�o 24 -v 6J,)61-'6) !„ 4' ) z- -a (4-9) l Itcl j 1; Ll Il 1 { I L • r I' i .✓ ✓s 1.Y ^..a ,a,�,�¢�,���:'�b�'r- i' �c�?tl. L= Yr>' r�' f" r` �sf��a`.�?'�'�,-:.zfe�n*.'3i'�` d d."t ��.;a�.r''f _:/�•�:�r*""a�" ne; �&"E _s.+� >1SF'k.�%a�'J.�iY' °;�.'•�''`. n.+� Z.?'�'�s��"`•'t(�.+v;..�>:�,nsr . .x:. . 'l �S,fr. �7. ;f iIIIIIIIJIIIIIIIIIIIIIII�llI IIJlIIJ tIlII (IIII' ' li'I'IIlIIIII IIII I IIIIIIII .II., IIIi III'IIIIIIIIIIIIIIIIIIIIIIIIII) IIIIIIIIIIIIIIIIIIIIIIIIIIII 1! IIIIII `IIIiIII`III�IIIIIIIIIIIIIIII Olb IH!, .N(..• 1 2 5 7 6 9 10 11 "a" 5""N" 12 TOTE; ' If the iaic, of ilred document is ; less clear than this Y e tt is ,iue to the quality of the original document Qt. F'(' fiC Le 4,Z 5 Ee cr e 61- [ G�, ... 4il <, y E Zl C)I 6' t'b L 9 S; 4 C Z L U I I ` 111 I I I I IIII! iIiIIIII111111111nuliilllnllilllli)iulnulllnlunlnnlnlilLnilnlllnilllnlllln1 lllllii1In► .111111111IIIIi11111iltlil1I1nli n1Irllli L1IiIIIIIIIlini111nIIIIII 11 Illnf. IIII► InIiIUIIInInII�IIIIlilil� )nllul�Il�i ,�III�IIIiIi,II . inlillllliilllln�Ililiiill�li ,iI.IIM iii • r. 5 0 G` H FiX,~TU .E. SCI EWLE M I161C/ 50 ' METAL HALIDE EE,CeittO R UtSD DO Oval. 1€ lil il" 6ourAvt. PRISMATl( et 217 V 6.1,1 TWA FI)%D rsA LL AST. HALO CAT.:UO. Ii4,2t5- '156f -107.1 `Z.P. Ihl°15ic115v METAL. HALT t.' It.ECESSED ROOAD Dtv,X1LItaHT WITH \o` APBCTUft CIGAR SPECt1LAR REFLECTOR. Z11 VOLT GO A 'Niel) 8A LL AST HALO eAT, t.)o, h Soto -'MoF - 55004C» M115 //r5t) METAL. I4AL,Ibe C.EAUUU MOOT ROU»D WHITE Doveati6H 1 W%TH 9' /z" 5L4C1L COILt'X IIAPFI. . 4 7.77VOL: T CWA FUSED etALLAST, HALO CAI 1.10. MilQoDP4SittiP- 5300011A. Id11'1SE /EST /EC)•2Et CotAPACT ritf.TAL. BALL ©it REC. SS p• T2ou t ELLIPSOIDAL D1R^E.0 T1C1I L D04WLW 1T `1NLTIA i'h' DIA, MATTE $LACK. I e L E ('tO . 4 1-11 VOLT- (.t .0A TtLSc 13ALtAST. ICIRLA ' CAT, NO. 52-111 MS1"15 /C /ROTC METAL: NAUDE " RECESSED WDUR,ECT 1.11.)I1 W1YN YMt+1CT 1C DIS I RIBLY ID A 1:r) VOLT C'JA fiUSED TIi LLAS'T. Repo I R.6..s DMAP LAfSEI. fig! CAT. 11(1 5FF T~ MI60/1G/b) METAL HhL1DE. R.ECC:.SSEO Rt1t)t)O DDOM.,ItAAT WITH 8" U1314EMU) PRtSMA►T1C. LEYa, a 217 VOLT CUSA rose,? et. AL AST. HALO c../Al. )4D, M (00214- '1LIQF 10012.P. Lta►t ,t HPS ILECES:EI QOb t ) DowA1,.iLAT WtT I 8" APERTURE CI -EAR. SPEt(Ii.AR R,EFLCL`i 217 W oL'T GOA FUSED & L.LA S►T. HALO CAT. 100. M'1 oF - 34113' Ofi.. 2. F+4DC.b3 RAPID ST ART 9" DIA, x 3 FT. LLw, UT1z1)DE.D AL') !AMOK TOBE. INOIREC.T \N/1LL. MTh, Lt)MillAt?E. W1i11 CLEAR PR.lSMATIC 1.E1:'5 PAet1.1TEQ WHITE FlOISH 4 2'11 VctS NPF FUSED I3ALLA'ST, FVR,OISH NLCE.SSARY MITERED MINERS ti M1L,, ISRAC.ttr.T.'S, ETC. AS 1'tE.9UIRED, /AID, ea I+a' -0" AFF TO /01-TOM. KAYLhJC. CAT, Mo. ILL- 7.- RS- ItJA /taiM -WM- t't ?V- F't*. 7..-rL4oCW RAPID START LIFT. STEW 1.11TH 'CI1VOL.T MPF POSED iaA1.,LAfsT. KAYLIOE CAT, PG: rN- 7�tolt5. I------ -- t --- --1 ►RIO 0.4) R.A?lD START T5FT. STiLIP totH 2'1'IVt3LT PPF FIXED BALLAST. S KAYLI CAT, int. '5- NO-ERRS. damcga aveztangai Z• Ft5 40 /CA4.1/(.0 RAPID START 21)(1.' RE.C.E.SSeta GRit TiLOFFIL WiTH STEM . PARAt5oUt. LoUUC.iZ a1 211 VbLT F1 PF 1~M D F,ALLAST, I(AYLtiJE. C.AT, wo, L;IA- 7.4 AU?WS. 211. 1. -F Et 44 /c0 /(.. RAPID START LIxZ' RECESSED FLAwO>` TROFFER WrTH StL' ? IINRAMOLIC LOUV .R. 2''IIVOLT HPF Ft1SC.ia CSALL/ST. )(AYLIOE CA7. MO, FLRv'L'IQU PV45 -277. LI- Fqo Gln) RAPiD S'YAET RECESSED FLAME TiLOFFER. WITH PARA%0LIG. Lb VVCR. Z.17 VOLT 1117F rvS.CD FaAL.L.AST. KAY LM E. GAT, mo, FL.A,- 440 PW3 7_- FV lCt0 QJ D CI ART 1'x&4 RLGESSETa FLAtaL&E TROFFEla u1T St! uER. rft AltoLtC LoOVER. !a Zr? Jol-t t11'i' i=USfiD 15l11.1.A6'P. ILAYLIUE. CAT, Wa, FLA -'2.'i0 PWS-211. 5- 2.5(02,5 /HM 5Pi; SURi±ACE. Pet.-wiket) - L1TIs.5'TR!P 4?t'CN SocILE1S SPACLt7 '12" OA CCUTER 1�A�Ui3E ENT. ua. SL- 5-1l. -6Q,,' FuRiISM I(RYLIOE 10aoctHR. CRYSTALLITE I,AMP.S. g?. f%Z.G.04/4 8;f"T. rtE.CC.%E.1) FILE- WIREO L1TE,STRiP WITIA SOCILETS SPACED t>+ (co-reg. I .A`r'UISG: c-t, la% ILL-8- =1l 9t., FuR)1S }1 ttATL5L0 i0j0 60 slr , CRYSTALLITF LAMPS, 49=7.6,I;40.141/1 e .T, Rekest,t0 PRE: WIFE tAT STR1P HITH _'SAC.If:.TC SPAC.E'Q 14" Qt)` C,E1"1'E.t7.. i:RYLtAE. CAT. 14b,'RL-14- IL -9ta.' FURtaSSii Y./Nit-10e CRYS(MLLJTE LAMI , 5 FT. -REc-E.SSED S1 t.tE coRC411 ° PIME.O.-TRAC. v/11)'/51-.112..V 1412.16 COO 01TM& SQL1D STATE LAIIPNDLDDRM, HAL:() CAT. 00. L14,37. - 12)',TRAC.:0 /IIg31P.Live E►aD a#04E01)1.,L1933P:STMt6.HT coal Will R. 32, Cr) LZ'111 F tl.tilf)"c12 LAHPHl LREi .S. 2- 1,15,aFILVoRESC T ,51At,LE. ,RACE ExIT S1bW4 ) /DIREC:T1r3tAC ARROtt)S t. L171VOLT HPF FoCeo BALLAST, ', .a:%T O to CAT, iNo. F R.,- 01..- w. 5 • I F ht,i- pF •fl1 R.t ' R I+ lL1_ 1N FLITA, AaY c11ANAER,ALIT R.E.CE-IVED, STORED s 1t.) STAL.L i1O 8'1 THE ELECT. (MM. 2. ALL I..R'MPS SHALL '11.t.' t=1.1i21)i 1ASTALLtD TEY ELECT, C1 L Tlt. ALVE.W. J A'1'6,. ' t 1:1' ' 151 t' IIr. t , EJA1 r - t Eytame. t. ELECT 1457 Tc FUR.1JISN FLX"i'ORE-C 'A' THR. °R' . THE_ Ammar 11E ADDED TO THE RASE bib FoR. The, E.LEL.T, Ct �?1 ?.'T� Ft�trl�t N " HE,.., . FIXTURi~S• ' ©L. 1..E. .:1.1 s .20A -17.0/7.11v 51131.3L.t, POLE TOlabL.E. SWITCH - FLUSH MTD, @, tir.. !a FF 1'U C. I5A- 12 ;V -SW tait,ola. '.3tJPt'EX RECEPIACIA F.O&R M1P. @ tL" APF z'o ix 134L.ESS KIoT6.0. TEL PHOOE OUTLET - FLU& 1a 1ri'if3, . t " M' F U IS LESS• .1.40T C1). (6 r AVLAKL.: SPeAk>~R.- .Ft.t) C' ILXvIta *< � i , .. OttZ . t - 4 pC E (all D . Si. - �lAUAL,. JTACL`I -EiL W /T5•i�ltirlAE. PRofi�Tloe t 17 LQ t`'1..11� 1T .. , 3D131.0 . FAISfD DI (CUt314ECT 1JoT+ED, vP tuia1CJT S- ih1EA11t��'.PiZO�r. CDlltStsATlQ, MttTOt SiAT' y.#2, H AUD -OFF- /OTC S`t, S , 4 t~JtCR.� �� NWT LArlPS C QVtk. 4 4 %149ovT 1.O 2,9 VOLT GtOiIsift.bt.. 1EF'tv11c. 4 CI) EXT' A t1.o toTt..L.:XS. T v VQ4 '+JICt_.EAr. PLASTIC. LOLIL CDJt".tL, iii ©�Otl -� 1�biLS,ET'fltr)F ', VtILTAAA 4 FHA , AS UOTE.TD. 0 iTt» C'TlO l * at/ Z.L.A,1,W., ctr19.. ` t E �; 1t��lia � W � �. Co►aUO1T TZ��J .1►y CJ>� �Ei.�St�3 ix ?th, i"L.�. SL.,A�, 11A4 1 F11Z1tS P E -3¢-- `Cc» OL,T E.AFOSE© 6R AffOVE 1'10. CLU,' INIF,SIAMA1i2,M Ivso1c. *Milt. FILL. SAS CDIITROL PA1.1ZL MEZZ, r /i _,_ Zo -- LEM 11.0V HEM 2'17V -zo /1- ' T 9 4 -- rr; �0 E COL T- s ICAL_F FC I r rim-%4 LPs- F 1 4412 1J ______ _,_ Itod I-10 ( T -U/1 --'1. WI t --- 2'17V -zo /1- ____... i Fr 4 2 -2/D/ 1 COL T- s 1 --- -o -� --Ilk r v_ ----U i= )0 0 gsov -3 H t A . 14.* Ell. t.. 4 ti tc PNLS;;: TO PJ Lt. 15/31%N PAL. 11.11C Itod I-10 REM E I 2'17V -zo /1- ____... i Fr 4 2 -2/D/ 1 COL T- s 1 --- -o -� • t'U.r CENTER RIDGE DESIGN SERVICE: INC.. P.A. 24650 CENTER RIDGE ROAD WESTtAKE.OHIO 44745 ARCHITECTS- ENGINEERS Amex •nne _ N11G1 0'2= AGM v_ ----U i= )0 0 .T• MALL L16HT1 b C TI tL & STE EMB'-FC. BA1Tt=R'1 C. AISIt.IET EME.RUEUC' /1. C. 14U /UPS SYSTEM DEAL -LiTE MoD£( 7.11 =VI -'1500 )4/HID-UPS 9o- 1400 - ACA- FS- Z'i'i /t?.ra -ATP - I5)0 - 5C51) aO 1.1'IV -14 1 *Pt1T I L i tni.1,d 60T PDt 30/1 --. '5o/1- 1L6'') 3o/ 1 SPARE. Wt XFMR: FC' 151&') iV 24[0 -i "C 1- 1' /4 "C PPS- SYSTEM 'A' -- SI STEM ` B` -- Pll ALL tit. fl I O s:, L.u':t! R„U'L 5EGu121T'? L1 VA-T 60 AT DI( _ OFF AT DAtiJt3 GEUE2AL LH 4TTR3c,, 8 C- LtA011)(a DO AT B:oOA1 OFF Al I0:00PM ;•.5 -TErM 'G' V. GEEEiZAL LIL,H111 ,)Ca CL.EA1Z1O(a OA AT DuSiC OFF AT to ;OOPNt S'YSTE.M '0' 11.1TER.tcR DECORATIVE L_1UHT1L)6 ova 13T 9:00AM OFF AT 10: OD PM 5`/S"TET M SISTi EPr 'F' 11)TERAOR. DEC4i2ATNE. L_1LIHT)NCa ON AT DUSK. OFF AT Io:OOPM ,. E. OR CO RR) DOR LIt3HTI.Sa6 Do AT B:00 All OFF AT I I :OOPM 5•?STeM 'G' EXTERIOR DECORATIVE 1.11.• HTIN(, 61.5 AT MX. OFF FT I0:0OPP'1 5 -15-TEM 11-i' PLAWi C.ROWT I L1L,N iti1Lz dU It),aPM bFF A'T (..QO AM LI°Tt:S, 1. ALL CQt)Tf3.t)L W1 RIM) TO LE *14 AvJU CGPPER . 2. GAL T- F C. PAUL d Fa A% 4;4>,17Ct1'L. 11AINC.. FDRla, 4 4AS1ALLt:.0 t3a OTHERS, it 350 MC" -3 1. P- S=am I.1 F .• coi,/" 30014( e/ tj2. 2 I ;. T fit E /vo/5 t9- ar1 1 ‘oi 5- -- 4)1' $0/? '501 -- • Cott. 30/24 1aJ “ILL CS : ,•r•"613'. IJE' a ytl ole'. -L1•E DiA RA ► • PP- Fc (3)3ob.t5A I! -- - itj3 26013 ilo 13 1101'S loot?. 2.613 2515 23P -- 5PAtEc FOG Cout ?_T 1`0E1E1011L CLASS 'LEI ! 1.57AP:4R- 1'l; /LIttoV -3 �t1t►1 II5'STItt. +,E.14T 'XFt'hR, RA1E.C],PUOt,itAmmALLE, DEMALID )n 1 1L)• -iI - FOR -A- MT- (05 DU )C.AL CAT. Ws. 6,()Sto I loo- cootx)-KYZ. •LOA:, coab'J xF,tAR., RATED , i� 'TERM ,,3itaL,LE Pos. Sgt+t[C`i I %ALLE,SS,A'Yo 'I -PASS V W! to UL: "fitST S\"?tTU-1. At,CHoR CA'i. -1-1o, Fit1t0#4*1WW 1'Ii. "C C LCIP uat t. C.- ry)." C W /4te350MCM IA EA. FT' T tools 1 �I1±A' . '-loci 3 I I4 �::3A' yooi'S AOwl 1.lOTf:S ALL C. A-MCTORS, SHALL 'FEE, ASGQ SERIES SI'LL.S A o re t W I 1 ?-.cs vta,.t CO t ., ALL ?Aoe:t_1)oottti3 $(PACES 'SMALL tat rOLL'1 4,®o!S 'PP -^FG' I I'.I1I�t1_1l L L L L S to" T1 "l. CORD. '1 1StI CM AL is I 5a1AGM AL IA E.A. 113sTALL 1zt,k) 4.0t)11-1P - CAR, 511K.9,, its E.XIST'Ll SR'ACt A LAtSt•„L,' Firs %e' 'EKI.l `ice 'MSS' LM1 LL.= ELECT, P M,) / .AvDE`: it. 14.* Ell. t.. 4 ti tc PNLS;;: TO PJ Lt. 15/31%N PAL. 11.11C Itod I-10 REM E I 2'17V -zo /1- ____... i 2 -2/D/ 1 COL T- EME.RUEUC' /1. C. 14U /UPS SYSTEM DEAL -LiTE MoD£( 7.11 =VI -'1500 )4/HID-UPS 9o- 1400 - ACA- FS- Z'i'i /t?.ra -ATP - I5)0 - 5C51) aO 1.1'IV -14 1 *Pt1T I L i tni.1,d 60T PDt 30/1 --. '5o/1- 1L6'') 3o/ 1 SPARE. Wt XFMR: FC' 151&') iV 24[0 -i "C 1- 1' /4 "C PPS- SYSTEM 'A' -- SI STEM ` B` -- Pll ALL tit. fl I O s:, L.u':t! R„U'L 5EGu121T'? L1 VA-T 60 AT DI( _ OFF AT DAtiJt3 GEUE2AL LH 4TTR3c,, 8 C- LtA011)(a DO AT B:oOA1 OFF Al I0:00PM ;•.5 -TErM 'G' V. GEEEiZAL LIL,H111 ,)Ca CL.EA1Z1O(a OA AT DuSiC OFF AT to ;OOPNt S'YSTE.M '0' 11.1TER.tcR DECORATIVE L_1UHT1L)6 ova 13T 9:00AM OFF AT 10: OD PM 5`/S"TET M SISTi EPr 'F' 11)TERAOR. DEC4i2ATNE. L_1LIHT)NCa ON AT DUSK. OFF AT Io:OOPM ,. E. OR CO RR) DOR LIt3HTI.Sa6 Do AT B:00 All OFF AT I I :OOPM 5•?STeM 'G' EXTERIOR DECORATIVE 1.11.• HTIN(, 61.5 AT MX. OFF FT I0:0OPP'1 5 -15-TEM 11-i' PLAWi C.ROWT I L1L,N iti1Lz dU It),aPM bFF A'T (..QO AM LI°Tt:S, 1. ALL CQt)Tf3.t)L W1 RIM) TO LE *14 AvJU CGPPER . 2. GAL T- F C. PAUL d Fa A% 4;4>,17Ct1'L. 11AINC.. FDRla, 4 4AS1ALLt:.0 t3a OTHERS, it 350 MC" -3 1. P- S=am I.1 F .• coi,/" 30014( e/ tj2. 2 I ;. T fit E /vo/5 t9- ar1 1 ‘oi 5- -- 4)1' $0/? '501 -- • Cott. 30/24 1aJ “ILL CS : ,•r•"613'. IJE' a ytl ole'. -L1•E DiA RA ► • PP- Fc (3)3ob.t5A I! -- - itj3 26013 ilo 13 1101'S loot?. 2.613 2515 23P -- 5PAtEc FOG Cout ?_T 1`0E1E1011L CLASS 'LEI ! 1.57AP:4R- 1'l; /LIttoV -3 �t1t►1 II5'STItt. +,E.14T 'XFt'hR, RA1E.C],PUOt,itAmmALLE, DEMALID )n 1 1L)• -iI - FOR -A- MT- (05 DU )C.AL CAT. Ws. 6,()Sto I loo- cootx)-KYZ. •LOA:, coab'J xF,tAR., RATED , i� 'TERM ,,3itaL,LE Pos. Sgt+t[C`i I %ALLE,SS,A'Yo 'I -PASS V W! to UL: "fitST S\"?tTU-1. At,CHoR CA'i. -1-1o, Fit1t0#4*1WW 1'Ii. "C C LCIP uat t. C.- ry)." C W /4te350MCM IA EA. FT' T tools 1 �I1±A' . '-loci 3 I I4 �::3A' yooi'S AOwl 1.lOTf:S ALL C. A-MCTORS, SHALL 'FEE, ASGQ SERIES SI'LL.S A o re t W I 1 ?-.cs vta,.t CO t ., ALL ?Aoe:t_1)oottti3 $(PACES 'SMALL tat rOLL'1 4,®o!S 'PP -^FG' I I'.I1I�t1_1l L L L L S to" T1 "l. CORD. '1 1StI CM AL is I 5a1AGM AL IA E.A. 113sTALL 1zt,k) 4.0t)11-1P - CAR, 511K.9,, its E.XIST'Ll SR'ACt A LAtSt•„L,' Firs %e' 'EKI.l `ice 'MSS' LM1 LL.= ELECT, P M,) / .AvDE`: it. 14.* Ell. t.. 4 ti tc PNLS;;: TO PJ Lt. 15/31%N PAL. 11.11C rtet ADDED � S li.�lr7i j;17i (AflG18i988 i s • t'U.r CENTER RIDGE DESIGN SERVICE: INC.. P.A. 24650 CENTER RIDGE ROAD WESTtAKE.OHIO 44745 ARCHITECTS- ENGINEERS Amex •nne _ N11G1 0'2= AGM '"± pii .. V' vtk y. '}l.y•. ttli r3F i1 • , S �" aka s Y ti.... .. 43 s V ; c obit 085, VISCONSI SCONSI JACOBS C . DEVELOPER ORAWN Blr JAP DATIL: 8 ^..ALE. KEVIBZD: UttAWIClG NUMB ; JOD N%JMBER 7: ,fix .:r;<•' f . r { IIIIIIIIIIIII'I I' III', IIII II II IIIIII IIIIIIIII IIIIIIIIIIiiI'Ilj`�III�IIi tit 0 167/1 1NCr, ! ......_ _.. 4 0 0 • II II 9d �I1I,IIIII VIII IIIIIIII 7 If the 'microfilmed document is less clear' than this I III ; :,, 11. I1111111. I11II111I1111111I11111III111I111I111II IIIIIII111I1111ii1i 9 i O 11 MADE IN DEPMAN; 12 ✓tit e, it is due to the qua1.ity of the original document 1 G t . f.. r a �.i• ftl [Z }�; 5L hG £L 9L, ` t..,•,. It Ur.. 6...: {f G 9 5; +i E L t ww ,b 61 , it 1 1' I 0 ' 11 1111111111 1111II111111111111111IIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIII1 111111111111111111(11 111►1II 111III�Ii1111111111111111I11I1111I11 1111111III111111 11.1 III I11111�IIIIIIIIIIIIIIIIIIIiIiIlllllllll�, 111111111I11lE, �IIIII ,I11111,�1111111.11111111111I1 I III .IilII�1��1111111n11n111�11 II -'C • I. 1 /4* 'Et PLACE, 1/2"0, x :. ST PI:AiE: , FIELD PLA 1 /16'' IS9L:AiOR. KORCLATH SHIMS -AS .REQUIREh, FORMED' ALUMINUM FLASHING, LAP 3$ MINE AND SED: SERI 'WiTii ,, FORMED :A1.UMINU t LASHING FORMED. ALUMINUM t L: SURE, - LAP 3" MIN. `ORMED ALU ALUMINUM . CLOSURE s } ENE •INSULATION 3 6 °,..: WE,EP ;HOLES 'OPEN'''c a t RETICULATED' FOAM BAKER PIECE , i� � s'cY.S' -`• °'r , .,: J t� At'f.!"'l/Ti� yr , j ,. • aat) t$NORAM 3 4I• �; It t Fi .l"r , t s r I t/ Ataiii0 r ' I ys A ,2i0,741/;(, k'44 410 • `I : S i s IN( E WIU� IE F1 h) A ' 3 } 7 ` Y - y• 111li ;Vi'.M"(:�I:AC,i YiSl.�+i rj� - .r f. t' %.. `[x*11411Sf•,D c ; l ;f6C ,01tI :.U'FE 1/4 . - ,1'1NTf•:IS H00. A•..t -40t oriel .o(Nsfl c :fog 1( 41,r l - lJEA1` 81UENUfttl.NR) -'tot• c A 14)I1') V i.)( I;,l EIS8 ,011104,:i ':1 ) 1) 1171 1iiB . ' , 0f4ti$;11p , I��.Iinti �e )►i j � , Q ' 1/4" :10 J i itti*P.3 1tf?,\T i ifr* ? baP I 1 ri. VS; TINO,'ON 02 St `A(144 : 1/2'f. . . • AND � +f ,[ t {4Ar1)`#A'I'W) .119 §: (x IPfei$Bt) UZ'. "1WC1;'(2) I..4TIP OF I /4' :' (L�t4: 1i 3' 1G � : (i)4\08: Wt7•!t A, .uhir.1.(4d(!R PVi3' I' 1Es iLAk 11 t . GAUGE TYPE 304 STAINLESS STEEL (TYPE 2D DEAD SOFT) GUTTER LINER, LAP 1 1/2* SECURE MITT 1/8` COPPER RIVETS, TREAT WITH KES1ER FLUX AND SOLDER ALL SEAMS 1111 50/50 BAR SOLDER. I , tw 3 Ft 1l ?: FiF n3n ie wt'g ' > 3, 1:�; 'X lii,' LNR IhVi t) PANV i1�3. ,Ate JI LA'1'!). iFl .,..' . 1N1 isf ii i Witteilk:t `t ;(;Atft.1{')1Et] FINISH '(X f tItt(;I #.G`N t t�#21(:, 7 4 ' htx)3): iSi.I Iii. AtlD S'I'tttl 111 taiM1 B(,Ht,t .A $ThI t� 1 JJPI uki `' Plt4ti (:141i:AN1Nt1 AND I'If'YS1GAl J'i ' (•T`?.UN c.) ) (L .t LAIA;F :p 1!i, PLAN REVIF%'I FOJi COMPLIANCE WITN`.THE FOLLOy ING"ORDINANCES ONLY FASTENER ABEiRE' 1A11ANS ME. meow, p.AT A, POINT SMS tAD`PL.AT1:D EAN a' POINT TAPPING & f ` ML noir STAINLESS STEEL PUSS D ` SCREW It UND IAACHINE "SCREW LAG, BOLL SEALANT TAPES RIMER/BACKER 'ROD 0 P11- 707 BUV L , SEALANT' (BLACK) DOW 735 ((BRAY 0 SEALANT 0 WM BACKER ROD 0 1REMC0 440 PS IIUTYL TAPE (BLACK) DOW 795 (BLACK) SUBJ'CT %O 1NTERPRETAT[47(S OF Ti(E GOV'ERNINc AUTHORfY, ERRORS,- OMISSIONS AND iwcCNSISEENCIES: DATE IN !o.i i OY at) DATE OUT ` MAHAN & DeSALV , It+IC * DEAD LOADS 1 5 %6* INSUL GLASS = 12 psf 1 INSUL GLASS = 8 psf ENCLOSURE(S) , TO SUPPORT THE FOU.O VINO LOADS: $91E; ALE: HEX ,HEAD • O A LNG CAP' FASTENERS .10 HAVE STAINLESS STEEL DM FLAT. WASHERS: ALL EXPOSED FASTENERS TO COLORED ID MATCH. , CONCRETE/MASONRY ANC'c1ORS: SA SLEEVE ANCHOR (w/ FW a FIN) HVA 1111,.71 AOHESSVE ANCHOR (w/ FW & HN) SLID BOLT (w/ FW 8 HN) HIT HILTt RENOVATION ANCHOR (w/ FW & HN) HKC H1LT1 XY11K CON 2 3) `' UNIT(S) !ALL COMPLY MMTH iHE LOAD SECTIONS 'OF UDC 1 THE FOLLOWING REVERENCES WERE USED IN PREPARA1104 OF SHOP DRA ARCHITECTURAL DRAWINGS A1'THRU A7 '(INCLUDING AISA) DATER $ -16 -8 NEOPRENE' (50 -90 DUR) SETTING 6LOCK3LOCATED 1 ° =-O* LEFT & RIGHT OF RAFTER " . SILICONE (80-90 DUR) SETTING ' BUCK ►LOCATED 1.--O LEFT $:G SB TYPE II 011.1 RIGHT ;• OF RAIIFR . °E13... ". NEOPRENE (40-50 DUR) 'EDGE BLOCK LOCATED AT 1/4 PTS. SECURE IN PLACE w/( DENSE EPDM•. GLAZING GASKET,(60 DUR 45). SPONGE EPDM, GLAZING = GASKET. SPECIFICKI1ONS S i ECT1oN 7800 t.,,6 'DATED ': fi-lU-BB ADDENDA f IULLETIN a ADD .'st2 (DRAWINGS LISTED-ABOVE) �PAl' LowiN.GS , oEVtEW tS FOR GENERAL CO}�P - WITH CONTRACT ;DOCuI NTS FTO RE ?ONSIdittTY IS jSOMCD TOR NaS1�i_QR OEWLS (�1R tEGiNES O dr-nONSJAKITW7 AMENDT& RESUBM>' REIECTEO SEE REMARKS TIC, aH4ERSECON $ S1 TtNG ENG+NEERS ;6EAT11.}r, CUSTOM *NO' 1.-.4*: 11111 II., -1 1 111111111111 1111111II1I III: '1.111 1111 1111 11111I11111IiI1I1111111111111I 11111111111111111111111`111Ill 6 ./ 8 9 10 11 '4°N IN r'RMA,+V 19 If the Microfilmed document is less clear than this • 7,,.,, it i.s due to the' quality of the original, document. oc 6:.• tie GZ 9e., GZ •iz Ed 4 ' { I jiIJ ii II 1 1 I!! I IIIIIIIIIi{IIIIIIIIIlt llllii llinII!!I Iu1IIiillnrlillll I I I I!! !1111111 111111111: 011111111I11111111d11I111I111111111111�1����( 11► I11I111IIiI1111II�IIIII11IIIIIIIIIIIIIIIIII11111111111111111IL1I111 {IIIII1111111 9111!1111111111111 1 11111II.1� 1 �II X111111 .1,111II111I11lI►u(11IIfn1IlI11 IIII b t WW 0 ,•.��<.,...��'I* � �l Cal 7l Et Zl LL U� �.. �_ G 9 S J � V 15 EQUAL SPACES ©t 5' -O i l4 = 75 -3 3/4." • EVISI & &JS S1401, t kWIFO$ REVIEW rEVILW IS FGR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS ND RESPONSIBILITY IS ASSUMED FON f.ORRECIFI f i .F;51911�_OR OE1MLE C���. t +�,SiSI:t� COPRECTIONS NOTED AHENO'b PESUBMIT *RE1tCTEC SEE REMARKS fitltI1 RSEN•B10P,NSTAD- KANE"IACGBS, 19{C. CONSUUING ENGINEERS" j SEATTE SYA 98119 ,APICHITEciukA 141 CQ IPOf3ATE ®RIVE Y - EXPOa`I' Rk '95632... , 1 33 8800 { beat • ioa NAME • $OUl iCt I t MA n,...„a..� , .t s a ► CONTRACT ,a , ( ...._ ARCH ENGR t1PWG. TITL t . ijOre III' IIIIIIiII IIIIIIJI ►IIIIIIIJIIIIIIIIIIIIIIIIIlIf I it. ill' INC:.. 2 . . .... s. vtp= i .. a...r - : .:!:<:- rr .-Tr ,• . 3? : # _ , • Y e . .�? 3�. � • 0 . .r. "� : woo. e '.- .,�.0r•: b� ,± # •`�' + �,• sPy 1� 4� * � . � II 11 II I IIII111111`IIi1) IIIIII1iIII( IIIII1IIIIIIi1IIiI1IIIIIII III 11111 1n 11 12 II HiII11II IlliI IIi IIIIIIIIIi!II IIIIIIi I IllillI IlIIiI N±r �,YY r•� . �;] + ` a , T� '' If the-microfilmed document is less clear than this r hbt i e, it is due to the quality of the original document. • Of, h ' I LZ ye, SZ Fie £e rz 8" :. � . _.r, L, "[.l 9l 5l � .' �£1 ZL LL 6. _; L y 9 !i £ 7 L "" I � _ + _. ; , I � III I I l l li .:. I I, I I III1IIIIIIIIIIIII 111 1lllnlllllllldffillffillnnllllllillllrllllllnlnnli�11111 1111illllllilnl�nlli► IIIInIIIIIIIIIIIInnIICIIIIIIIIi��IIIIIIIIIIIIII (�InIII II I. II+ I�I�+ IIIIIIIIII.+ IInIIIIIIIIII +I�nIli�,ll�niilnl +� InII�IlIIiIIIIUi III�IIiIIILnIifi ;III�IIILIII�Inilll n �.. ...,. .., . - ; .. . -....� ' tisv" �' �I(. �.<>' sn' 3�: �i• 1�3: 1. �N�.' �r'. �1-. r1 �7:' 0. lY}" k474# rr- Volf&X*- ',�,.+`.ef1,e07+�....C,� 300are • 23 (EB- -S)� (SL --25)- 24 (SL 13) Gc / I DTI. . APJACE IT CONSTRUCTION MUST SUPPORT DESIGN LQAtS SHOWN . AT EACH RAFTER. LATERAL DEFLECTION OF STEEL MUST NOT EXCEED *DENOTES LOAD PAIR ACTING TOGETHER. RAFTER (SL --13). (SE3-20) w L► 3x Y. 4 Ai..OM o`j - w,,i(i) 3 /g x 3''i.` li C.S "'/(2) fWS �WS,NtJS w�(2i I7 X L:' 1IA65"' WS 3/8" INTERNAL ALUM SPLICE PLATES w/ (6)3 /8 "0x3 /4 "TMS EACH SIDE (3/8 "wx1 /4 "d), #10x1 /2 "PBS ,- END RAFTER BEYOND 24 (SL -13) 05) (SL -25) OR (SB- -8) .J -(3)1 -1 x NABS HORIZONTAL (SB-8) (SL-25) (SL -13) 1" "INSULATING GLASS 1 5/16" INSULATING GLASS 4 (SL -13)-\\ (SL -25) Ac.T' (sB --23) AR H ..GC'NOTE: EPI REQUIRES A CONNECTION' DIRECTLY TO THE STEEL FOR PROPER ANCHORAGE. WOOD • • BLOCKING AT .CURB WILL BE 81'0' OMITTED PER Isrr. APPR4VAL. VERTICAL RAFTER ;N #10x1 /2 "PBS = INTERNAL ALUM.[ (335) w/ (2) #17x: K: y'HABSw /FWS & (2) #14x3/4 "PBS EA.SIDE END WALL. SECONDARY HORIZ. 7 / ERECTOR NOTE. : a GLAZED IN LEG .,OF FLASHING. WILL BE LEFT LONG :-FOR. FIELD.'` TRIMMING TO SUIT °AS'' BULL "". CONDITIONS. SILL REF A14 ' DET 3 3 "x2 "x1 /4" ALUM.< /B "ox3 1 /2 "HCS w /FWS,LWS,HNS KI(. 0625 ") w /#10x1/2 "P 8S. • ALL STEEL, GYP BD.,ROOEING,ETC. NBE .090" F M D. ALU M. [ --�-. W� f� x 3��►" '' }IA *1500# /o i is rer.,err►,a►..i pz.. er ..Arztir , , r4k4zItAcrr erg" f li'1�. SHOP f;'iIEW (i V{FYr iS FGP CCNERA; waft coNfRAGT OOCCMfld. N0 RESPO4Si3iLiri tS ASSWMEir P:ri .G RRECih g oSJRtisQN .r.Ja LS 1( EPTiONS iAK�Jy% CORREII!OPoS NOJEU .AMEND & RESUEhiii , REJECTED.S£E REMARKS' ANDEftSEN:eJORMSTAD AUE•JACO8S, }NC, COt+SUUINC ENGtNEERG 47Y A :'z•>J!J. - REVISIONS DRAWINGS'. ISSUED DATE USE REVISIONS DRAWINGS ISSUED DATE USE ALL DETAILS ARE 1/2 FULL SIZE, UNLESS OTHERWISE NOTED ARCHITECTURAL SYSTEMS, INC. 101 ` COIIPORATE. DRIVE IMPORT, PA; 15831 01217334100 DESIGN SEB CHECKED DATE DA/6 Efi1CTION • r JAR . .si. .. *.Kr.'..6"...+L'..:n;.y' P;•' f-ff,. €., •s3' l. tif;r!k"•+...- .s'_•c:;. ('. ":.l r..J,t,. r.. F. ,y .,. 'r- :r:NlFi'S9:''X`'f- , • > v. :. filKYtiGHTS AND SLOPED GLAZING z r a ....., +s•.. a :':tk` i '$� rte:= . �,irY-:'•'�� � ::s ':'s1 4'�f�'fits..;..;AA rr uf,! . �i5�?i1 N—;* fv,�L�-, s 'r!'..j/'.9 �' ?'. `,,`'.;';�'` .' v' . CtfECKED x.:Y� 1.r G Y =7 Y,f'. � MY ,� �!`.•�.;+ .. 1'`:'; .,.;'..>fr ,r .... Sr { r A. :•ri•_ I �I�I�I�►;:L.�I�I�1llil�i� �!�I�II �I�I�I! i�ililiIiIrri lilll� ,..,.�I..i i�lijitil� 1�(�I�I1I�I�I�IIIIII l�j �l1:111 ICI :4IiIIIII;1111j111 1111. 11 1111 111111j1 1111�1111111i111111ilililililil 2 .� 4t .5. 6 r7 8 9 10 11 MADE.nOU MAhr 40 OT 1•. If the microfilmed document is less clear than this `ot tte, it is due to the quality of the original document. o ; h;' f.t� LZ ¶ c Ge +7Z E c, G 12 ` ., Eit "ai LL 9L SI • I £t et ;L Q�, _6 f3 L 9 c' 1I II II Iii IIIII illl 111111in 111111nn inil�iii 111111111 ��lii�� in lien �1�!Ii1ii nl,linl Iiiilnii ilrl�niliniliiu ii�ilin! nnlnn ni11�1i�ln�if�i►.i nnliiii ii�ilnii millni illilnii �niliinlni�lnii i�ninn �i�il►��;1!nln1� 1i1ilii11 JOB NAME. LOCATION . CUSTOMER rem CONTRACTOR ARCH /ENGR. DRWG. TITLE' SOU�.THCENTER MA L j} DETAI S '13! ‘2'4,ur"::3' /ri'. .-f '•r•S 4f=. •wr i:i '� ?K+/L'1L tiT %pv 9 t: : L ww U Y Yt. ',.'ri -WC r�6 ^StM.. ��'t4.,�:.,;r: t'.'+ Wh7_ vrnti,'• i�' Aef°' t^. sY? !f.4Nni`9'riX+�.�Ei.9$+'�!r.r�, t 7f .Q • bf: ' SILL SPLICE �r• e. ,'.. ARCH ,GC N TEs ELEVATION; AT CENTER-POINT IS 19'-:-5 3/87. E AtiL- Q Q1N WITH' CURTAIN WALL MFG. ALSO COORDINATE TOP OF WALL. Al ; DET 3 ON Slit 5 WI11-I SEGMENTATION, OF ENCLOSURE,. 8" TOS • TO CTR PT SHJP *MKS KSS REVIE' � REVIEW IS FOR GENERAL CAMP>.'ANtE, WITH CONTRACT DOCLR;ENIS , N. RESP8OiN0RSRRiEN8 CSTfTttAI W f R iS ?OE SS T1EAfjC gMEBpS. Re. WRREClN F S 0_pi S AND €RSE- REJECTED SEPEARS' • . AMEND & Mr `lDix EPTIONS Ac ,- CONSULTING ENGINEERS SEATIU,' Y'.0.. 92113. e REVISIONS-: APP,FDYAL. ARCHITECTURAL a 'SYSTEMS, /NC. 141 CORPORATE DRIVE EXPORT, PA. "1' U2 (412)7U 46O4' , CONTRACTOR . ARCH FNOR.- bRWG; TITLE • PLAN & : SECTION '3?:730;Y7 i.. , ,>,,s,z. ..,,.,. �4' s 7 .,. ,... .fir: • Y �.. .. .,,r:. -i,• ' N. sT .�.. -_c '.k'eL .�i� .{ ..t. .�Y• ..Y T ,,k� � 576. •, 4....�;. .fit , TSs r.+"'. ;s d'. •F.' f,:cZ.,TY<:±ki!_ >.�i��..'.._t °�....�...?�14.�7i�'�... r.. � . ✓. ..& �r ..:. .. r►. , �.:. .a'1�.- .�-,? 1 > 1i 1� 45; ft.'7ry Yitr Ii.IIIIIIIII!I111!111i'I 1 !11i11I1II1! 11111 111111111111111111111111111111III llli�I !111111!!111111111!111111Ill 0 14 711'. INC„ •1 2 `3 ' 4 5 6 7 8 9 10 11 MAIZE IN GEAMANY 12 to 0E: IPIIII11111111111111 111111111 cz IIIII!III (#14;'' if the microfilmed document is less clear than this nCrfa> it is .due. to the quality of the original document. 9 S; 1, I e I v, W U 11111! IIIIIIIIIIIIIIIIII111111PIIIIIIIIIIIilllll! III►!!`!' i! IIII! 11III�Il�IIIIIIIIII !IIIillllllll!illll!Il III! IP_ I! I�IIIIII111! IiIIIIIIIIIIII�!!! iIIILIIII! II!! IIIIIIIII! IIIIIIillllllllllll! IIIIIIIIIIIII! iiililllltlll1111��i!! !!IlIIIIIIIIIilllliilllllllllll !11111 1/4" or BEAM BELOW TO FALIASONRY 3 8" ..6ackii_g NS) .. sko:ce.„, R F', CAP OT pcmgmwev.:: At. frti .8440: 1.A$ i Witt; Le& • 9TRAIGOT A'% si4.1)1.1. HAVE To bE Fieco 13EoT • •1-0 6U IT Col3P1T100.6. 4" EXTERIOR SURFACE OAL „ • —1 1/4" DIM DIM 1 DIM 17x1 ILL" NABS . 22 (EB-5) ••■■••11111•01•••■••111100100/110101.110111•11. 11•■••■••■••••.••■1■1110 1 5/16" INSULATING GLASS .040"ALUM.BACK —UP 3/16"xl /2"NORTON V2200 TAPE BOND BREAKER TAPE 090") 1 5/16" INSULATING GLASS 470 SECT X X TYPICAL CLOSURE JOINT ■•■••161100•■■■■•■•••1111.•••■•■••••111■1.111. fraCeALE;1111.1..317.0. • • . 4C (SB-20) /— 1/4" INTERNAL ALUM ./ SPLICE PLATES w/ 3/8"0x3/4"TMS EACH SIDE AS SHOWN • #10x1/2"PBS ems° o.C. 0---- (3/8"wx1/4"ci) 1/8"ALUM < w/ (2)#17x1"HABS w/ FWS, (2)#14x3/4"PBS 1 1/2" 2 VERTICAL FRAMING/GLAZING, INTERIOR CLOSURES, INSULATION, MASONRY, DRYWALL, MTL STUDS FURRING, MTL SIDING, WD BLKG, ETC... (NBE) 150°0' • SL-13) (SB-8) HORIZONTAL BEAM BELOW 6" .0— • (SL-25) (335) INTERNAL ALUM [ (2)#17411-IA65 w/Fw5 4 wi 1/44 MS (.040") w/#10x1/2"PBS JAMB RAFTER REF A7 DET 18 JAMB RAFTER REF A7 DET 147— .2.1G3"x1/4" STRUCT ALUM <, w/ 1/2"0x3 1/2" HCS,FWS,LWS,HNS ARCH GC NOTE: EP!, REQUIRES A. 2 5/8' MIN OFFSET FOR FIELD TOLERANCES IN ADJACENT CONSTRUCTION. *335 INTERNAL ALUM [ w/(2) #14x3/4"PBS EACH SIDE — IS INSULATING GLASS wArz Lori. AmirarorAir Airearziiiikomarearz ..earV r MallaiMilkk 1 X41 6X1 N.14 111..‘q I In TOS EL. 19 2 1 ARCH GC NOTE: SEE NOTE ON SHEET 3 OF 5 REGARDING WOOD BLOCKING AT CURB. .0%0 5PUN I ALUM PAIJ W/(3) *10 P *960# 1/2"0x3"HMS w/ FWS,LWS,HNS *2350# , 9 1/2" ARCIj,LGJENGR NiOTE ADJACENT CONSTRUCTION MUST SUPPORT DESIGN • LOADS SHOWN AT EACH RAFTER.: LATERAL,DEFLOTION OF STEEL MUST NOT EXCEED 1/2. (2)3/8"COEHIAS,FVVS,LWS SHOP WELD ALUM HN INSIDE • CHANNEL • .090" ALUM CRHAN0PrwEs's'PwcH':04Pfic,!TIB:c:met:i''w:TyCirsIcA.RSSUNCCE;i16eima71.PftErka3:FIFo:,; C4RRECTNES F Di !Rd' sEATTtE: C6hSULTING FNGINEFYI'S DATE • • TO 0. OF W14x3 0 & C10X15.3 8 5/8"OD STEEL PIPE •OUT TO OUT OF CURBS GO. NOT- PLgASE 'SPECIFY TYPE • AND .MANUFACTURER .OF ROOFING AND • RECOMMENDED .BED . SEALANT. . 3000# t 1000# TO OF W24x68 &C12x20.7 • OUT TO OUT OF CURBS DRAWINGS ISSUED DATE USE ' DRAWINGS ISSUED DATE ' • USE PPROVAL ALL DETAiLS ARE 1/ 2 FULL SIZE UNLESS OTHERWISE NOTED ARCHITECTURAL SYSTEMS, INC. 101 CORPORATE DRIVE EXPORT, PA. 13832 (412)733.8600 ; ..........--.....,,.%;%117*,..1-'0W.X4,r,"0,"^,,/".". ...,`k tle",:i.',1,410.1".iVrie4-,'......fzc.......: .,-..- 4. ...,... -- ......... . - ._ .. - ... -A.-1,,,'''''....................................71:-..,-,-1,,..., , ,,-..,:-.:.f.:3-.2','"-'''' 1.,..."',.-"•"k'''',.."-.,,)pp.,;:,:,--:".--.:,4.,;.r. . .. , . SOUTHCENTER MALL LOCATION , . CUSTOMER - m:LiGn04. CONTRACTOR is : 1, ARCH/000R. DRWG. TITLE ,•"'•' • - — 7 - -71 . .0%:• " 4,7 • • • 11111111111111111111 11111111111111111111111111111111111111 I 2 • 11 it 5 OTE If the microfilmed document is less clear than this note, it is due to the quality of the ori&inal document. OE, Le ( Ge fie c:e Le 611 01 LL 9L GL 471. Ci Li 61. 6 0 L 9 111111111111111111111111111111 Ilihillid11111111:11111111111111111111111111161111111111111111141111111111,111611111b111111111116111111111111111111111111111111111111111111111111111111111111!I11L1111111g111111111illi 21 -1 6 7 8 9 10 1 1 I.Lfl 016FHVA1l1 12 r • 9 E L --• -=•-r < ,•• 1