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14650 SW 97TH AVENUE-9 c , P 1 '• :I w t,; '..t' • 1 • al': I. Y xxx t! Ik' E' J rr t ' , 4 • 0E-r,cF: cony L C L. a III .,N-.? ' Twality Middle School 1•1 Additions & Remodel 2004OWNER w Tigard- 6 , • 6960 SW Sandburg Street 14650 SW97th 97224 ( ) ( ) 041 i PROJECT MANAGER Comeratone Construction Management r b, -- _ 5331 SW Macaaam Avenue#377 -- - Portland,Oregon 97239 t: (503)295 0108 f: (503)2951896 CONTENTS - - CIVIL ENGINEER SJO Consulting Engineer, • CIVIL 6650 SW Redwood Oregonane, 97224 ' 97224 ARCHITECTURAL FOOD SERVICE STRUCTURAL MECHANICAL PLUMBING ELECTRIC��L t: (503)226 3921 f: (503)226 3926 • • F1.- ELECTRICAL SYMBOL i.IST '" ,. ClC1 EXISTING CONDITIONS A0.1 FIRE AREA/CODE PLAN K1,1 KITCHEN S1.0 STRUCTURAL NOTES M2.0 MECHANICAL DEMO PLAN P2.0 PLUMBING DEMO PLAN LANDSCAPE ARCHITECT � C2 DEMOLITION PLAN K1.2 KITCHEN ELECTRICAL ROUGH-INS S1.1 TYPICAL DETAILS M2.1 MECHANICAL PLAN P2.1 PLUMBING FLOOR PLAN E1.1 ELECTRICAL SITE PLAN Mas Landscape Architecture C3 SITE PLAN A1.0 DEMOLITION FLOOR PLAN K1.3 KITCHEN PLUMBING ROUGH-INS S2.0 FOUNDATION PLAN M2.2 MECHANICAL ROOF PLAN P6.1 PLUMBING DETAI S AND SCHEDULES32C 6th Avenue,Suite 310 E1.2 ELECTRICAL PLAN-LOWER FLOOR C4 GRADING AND EROSION CONTROL PLPI K1.4 KITCHEN HOOD DETAILS S2.1 ROOF FRAMING PLAN M3.0 MECHANICAL SECTIONSDEMOLITON Oregon 97204 E1.321 ELECTRICALG -GROUND N-GROUND FLOOR t: (503)224 5238 f: (503)224 5239 C5 UTILITY PLAN A2.1 ADDITION &REMODEL FLOOR PLAN K1.5 KITCHEN ANSUL SYSTEM S3.1 WALL ELEVATIONS M5.1 MECHANICAL CONTROLS E2.1 LIGHTING PLAN- C6 CIVIL DETAILS A2.10 ROOF PLAN K1.6 KITCHEN WALK-IN DETAILS S4.0 FOUNDATION DETAILS M6.1 MECHANICAL DETAILS LIGHTING FLOOR C7 CIVIL DETAILS E2.2 LIGH I INC DETAILS ARCHITECT K1.7 KITCHEN MILL WORK DETAILS 56.0 DETAILS M6.2 MECHANICAL SCHEDULES E3.1 POWER PLAN -GROUND FLOOR • C8 CIVIL DETAILS A3.1 EXTERIOR ELEVATIONS K1.8 KITCHEN STAINLESS DETAILS S6.1 DETAILS E3.2 ELECTRICAL DETAILS Dull Olson Weekes Architects • C9 CIVIL DETAILS A3.10 BUILDING SECTIONS S6.2 DETAILS E3.3 ONE LINE DIAGRAMS 319 SW Washington Street,suite 200 A3.20 WALL SECTIONS PANEL SCHEDULES Portland,Oregon 97204 • t: (503)226 6950 f. (503)273 9192 • • A4.1 FLOOR FINISH PLAN E4.1 SIGNAL PLA -GROUND FLOOR A4.1ait FLOOR PLANS-ALTERNATES#2&3 FOOD SERVICE LANDSCAPE A4.2 EXTERIOR PAVING PLAN Ray Soucie Associates L1 A PLANTING PLAN ENLARGED PLANS/PLAN DETAILS 2305 SE 50th Avenue 2nd floor • Portland,Oregon 97215 A5.1 INTERIOR ELEVATIONS t: (503)236 8566 f: (503)233 4130 A5,2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS STRUCTURAL ENGINEER Nishkian Dean A6.1 REFLECTED CEILING PLAN 319 SW Washington Street.Suite 720 Portland,Oregon 97204 A8.1 FRAME TYPES/DOOR TYPES 1 (503)2141843 f: (503)2735696 • WINDOW&DOOR DETAILS A8.10 ROOF DETAILS/EXTERIOR DETAILS MECHANICAL ENGINEER MFIA,Inc. A9.1 INTERIOR DETAILS 2007 SE Ash Street A9.2 INTERIOR DETAILS Portland,Oregon 97214 t: (503)234 0548 f: (503)234 0677 • (� ,' IN �cr! r ^ ELECTRICAL ENGINEER • I ��e Sty (pfd R:�OU:RE r golf Sirup-c:l:z' c c•GI ,. 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OR 9�22� \\Cil., �._ ___. .�.._._.�, � \ \ I jPH: (503) 228-9021 FAX: (509? 228-3928 • I,,yy /-- ,E \ �0� I \ 1:,.• . \ \ r'(''1 [3 y �. r -\ — -- '�' L a ........... .. \ \ f • `il�� per., ' 445412 • ,------\-- ....-1 I IP:,' \ ' ' \ / ...... 7, 4. 13- 7,1 .10tIldr.il (1 vit i SI- 11.11• ' �1 ., ��\`\ \ `11� _?�` '� \____ __—i ED Y�� EXPIRES 8/30/0+ / I i i ` I El _ 2 76 \ 1 • SITE DEMIOLmON NOTES \ 1�. / I '�� �``��~ '`�� Z. ❑ SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING PAVEMENT WITHIN SAWCUT LIMITS • AND DISPOSE OF OFF-SITE. EXISTING AC PAVEMENT APPROX. 3" AC OVER n" BASE ROCK. ,•444'''' \ ❑2 SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT CONSTRUCTION ACTIVITIES. / \ \ ❑3 SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION ACTIVITIES. ,/ - ( � ❑4 SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT CONSTRUCTION ACTIVITIES. • ,. ..--------- \� I I ' I 5 SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION ACTIVITIES. Nha i Construction Set { r - / ! ❑ •\ ( -�� ` • �` © DEMO AND REMOVE EXISTING CURB �� date June 1,2004 1 •• 0DEMO AND REMOVE EXISTING TREE revisions I ® DEMO AND REMOVE EXISTING LIGHT POLE, SEE ELEC PLANS FOR INFORMATION. \\' !/ Q DEMO AND REMOVE EXISTING CONCRETE �`' \ r I --'�1111 CUT AND REMOVE EXISTING 3" WATER LINE. SEE SHEET C5 FOR CONSTRUCTION INFORMATION. , . / I 1 ' r 1 1' 11 DEMO AND REMOVE EXISTING CATCH BASIN ~. ` r+Fri +1 iy (�M�r >* '�14%P.,,0.4`°aw' • • V I —�`: © DEMO AND REMOVE CRUSHED SECTIONS OF EXISTING STM PIPE. SEE SHEET C5 FOR CONSTRUCTION ( .'`:;•.;'; 's ,'.?:" , {4�J ala ,11 f :4{Pr } F r \ ! ." . ` INFORMATION. t , d �tuFy Yui t4 ���t } r7 t \,} , 1 >r t i i,y, ,0': a , , I�;'q 1A�. '' ',•t„.;•••••4I a r • • a v • 1., ' �, �; Y (fi , ' \ ` _ ® ADDITIVE BID ITEM r� �r> +ia �� s �, I ,A,.. ) �� • - project# 03020 © SEE LANDSCAPE PLANS FOR CONSTRUCTION/DEMOLITION INFORMATION. p ) I ,+Y'(Ay 'j r li' ' + Y. Y k r A v v .\\- 11k. rq erf '� �r��' . ra�,r.L kj�t�' F ,' f '� ' u a r 1� - \ A ' .�,''AWS '.0 s A' g , .kt:N.M J Cr n v Dol. Y .1, ,i � 4 4 't A. •, r a\ r 'iAt'u.a �° Ds °V dr • • c' / \\ ', '' © DEMO AND REMOVE EXISTING STORM SEKR LINES. SEE UTILITY PLAN (SHEET C5) FOR l 4 t„ • ?21 `4 .rK t 7 r%dt x R ,Y t S -., '!t 4• 'dy ,�'>; 'ii,�r�i nn �.dA 'yD t .i7lfl �i F• �l'K M9 �Sa nD 1 1 II r L V DEMOLITION �+ • / l CONSTRUCTION INFORMATION. \ a 'W „ �''V{�I�, I; a„i,�VCia ry3j}�Fy.�+'lL DWr ;5'lilikt \� r.Ri.�rr•h rt °,�.,, / #' r 2 ,;• .,, r� r ' • 1`SiA�`c , .E`•, .Ok , .R,;S. . ,.. . \ V) \. ff r ► -- ~; ® SALVAGE AND RELOCATE EXISTING "BUSES ONLY SIGN PLAN r r # \ ® SALVAGE AND REMOVE EXISTING MEMORIAL !riuNi)MENTS. 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I' , 43 a/ 1 „,,,, ; SEE LEC PLANS-\: / •1 ../..' k„..., I. ......w...../ I t •I=IN 40V. / \ -- , I' ' `.,,PS,;14„, `,1:,...L',1:,..It• •, ''•i4 .-I ,-• -•:,,i;•.•;Ti40';', ••"• ..T.•-••",•111• ;' ••'.2'.,. v. -• III HIP an ---\ . ,1 --qa.k4:k'44 4 i"3.7'4 11. :''',,•''•,A.',i'.''',1:40:0"17."A i 1.3) lw I ' 7-TE INTO EXISTING ' ,,4•.•,i,,4,410,',vp.,,-,,i,,,,,,Pr47-•‘.,...• 4,,,,,••,-, •,,%:, •,•,'•,'-=';‘q-.t.:,••;', .0-P;. , 15.37 1 lir . • ......04-41...... ail , y 'll , a \.v F.- ..,„ 1 ),A _..., -- \ .,.., 1 APPROX. IE:276.00 CO a• '..",,• ,;',MCV:WAVVI,Li4,4'•P;!4`4:''Th4W44'''f'.'-‘ ';';',..1,' ..1/. ;,•• ';'. f,',:,-, -'-- ' ''"\\ i 5 ____ _. -Ir.--ED-r- ----•-•- I r ••••••••..,,,.......... I 1 711:1 I . ..._-- ....____ _--- CONIRACTOR TO VERFIY IE I I111 0 , „ ,,• • .., ,,',.•:•.k!:1•,0:;4:1i4•;.4,044,•: •,,t).4., ,-„/P,•1:?',.•.1f,.4.C.,••in(i.'.,, ,•:;, P•', 4';',•,'- . I f7-.---7-1b- _ . , M,144;,&1' / ........77-1-- I I CD Cv, 1 s\:`,.. PRIOR TO CONSTRUCTION , am= (.0 'cr \ \ •••-4., , • ' ':•',.•'''''', 4:1'041°.i, ,if,,,,:-, -'n -047-0,1W".1',FF"eaV`i.,-;•1'.,--,T,4'.:-11;tf3;.I.?'.i'. i •.-/ ' I III ."'.41- 111% . ismoi I I • .,,,,,,y,,A,,,, „, „.„ .„ , . ,',4i r'VI,,.•-` ' " ' ' • CD Oil-- I . .. . . .. .,1,,,, . L.,,,,,,,,........ _ . ..,... _,•_,.... _ . . . • - • < ----,-• ....., miammi to c:, . - -- - -....„ .._,,.-- 1/_- • •• ,),W. tf i t I '' t t !isiomm 1- • ...: 1.0 • , '" 'i.,''1:7!.,'"?..4*.% I''t A-4,S. .''AI,''''''' ,I,:1.14•1 ,,,Wt..% .'‘ .)''',`,-',.'!,',601.4',41'4.,-' ''-ti‘i,4 ••i I i AA16.1 ,. • • • • , t_ty• . ; i • • 1 , • • • 4 .''--TnN...•:-. C. • )••\ LI i - - - - -- . . •. • 1• \ .:j111 i \OUIO .\ '• I I / ; • . , . . • . , I 1. •• I II . - . -- -- ••••- • '''A \ I I I L---- Cl 1.1.-_;.7 0. , ...Cr. . -'.. -,-z•••-.....=.---- '2.-'10- - •••• ••,... ... - . . 6.• • Y ,, N ii, 1 EXISTING FOUNDATION DRAIN (:"•T- I • 1 „ I III • • i.'• % I NEW ELECTRICAL CONDUIT \ & • I(''' : . • I:. •. ;• SEE ELEC PLANS .7 " I I ] ....2 13 El 1.-- /C- ' -1) , - ill MO • . . E \\ --•••,'i 1 1 !I • ,1 • ....„, • i_ ii , \ CONSULTING ENGINEERS INC. -1/`=- minnali11' I MO REDWOOD LANE. SUITE 3eo _ _ -- x rg4° _1 1 - -k 1 • 1 \ \ PORTLAND. OR. 97224 d - 1 1 a \ ; Ell PH (603) 226-3921 FAX (603) 226-3926 U. c 1 '''' -• 0 1 -,.., ., 1 vls il! II I. €140 4/3 -I -.1 ,- _.., _______ _____ , 1 . \I/ _ STORM SEWER NOTES 1 \ . ‘ \\\ \ CI") ---',---- - 0 INSTALL 25LF OF 8' PVC STM S=.010 (MIN) 04 INSTALL 8" PVC sTm S=.020 (MIN) \**4\ II AO PR(IPA\t- AMiarzt , i .., \(L' ,:--zi. 'Mr • 1 . _ i TIE INTO EXISTING 6' CONC STM LINE FOR ROOF DRAIN ...-e-i,, iffe.:0;0„, A \o-- - •, w APPROX 1E: 273•25(t) SEE MECH PLANS FOR BLOC CONNECTION. .••••::, 4. i 13,7 7 46 14 .1) 1 / \ / / "CONTRACTOR TO VE RIF Y DEPTH OF EXISTING STA( LINE i PRIOR TO CONSTRUCTION AND ORDERING MATERIALS 0 INSTALL 83LF OF 8" PVC SIM S=.010 (MIN) 1 el ! , c, 2/ \ i 1 APPROX IE: 276.00(t) * '64/'il.'‘`A -'• • % \ • •• \ ‘ II, - 4-- ---1 CONSTRUCT STANDARG 48"0 STM PAH *CONTRACTOR TO VERIFY DEPTH C8 l'9'fr 8. •‘-‘t'it41- i.' RIM:280.25 OF EXISTING STM LINE PRIOR \ \ . ' TO CONSTRUCTION . IE IN(8"NW):275.20 \C4M*1 . E xP!RES 6/30/04 , 8 WATER NOTES '""..--411L- ____.: 1-40) .. IE OUT(6"SE):275.00 CONSTRUCT SIM FLOW CONTROL MANHOLE • RIM:286.50 CSC, (2 0OVERFLOW.285 00 0/ HOT TAP EXISTING 6"C1 WATER LINE \ ' \ •••'‘'t.....)•••"3 . - - ' ic D :CPRIORI RLL ATC709T FIOTFO8VERIFYCONSTRUCTION C DEPTHsTmANDs ORDERINGOF,050EXISTING mA TESINR1A LsLINE CD IE:283.00 S114.1P:281.00 INSTALL 6"X6"X6"TAPPING SLEEVE W/6" GATE VALVE AND THRUST BLOCK PER CITY OF TIGARD C5 \ \ I 0 INSTALL STM CO1 5 0 IT POND DAYLIGHT. . 411,• \ RIM:282.35 CONSTRUCTION STANDARDS \\' • / IE 277.20 74/C8 INSTALL 15LF' 1" PVC STM S=.010 (MIN) r <> INSTALL 4" DDC VALVE COMPLETE WITH VAULT I 4ko\,\ , IE:283.00 .4- .-- <.?> CONSTRUCT FDC ASSEMBLY. COMPLETE WITH APPROVED \\I,.. 0 INSTALL 189LF OF 8" PVC STM Sew 0.010 (MIN) ink • .• 1029 TYPICAL CD1 INSTALL 27LF OF 8" PVC STM S=.010 (MIN) SIGNAGE NOTING "CAFETERIA ONLY" . • / \\ \ C5 ay . ,. . •_ \ 0 INSTALL CB 81 Aft ...- .•••• \ ' RIM:282.25 ------N (2) INSTALL CB B8 (WO CB) 0 CUT AND RE-ROUTE EXISTING 3" DOMESTIC WATER phas2i Construction Set _ IE:280.75 RIM:286.00(±) q C9 SERVICE. PROVIDE NEW PIPE MATERIALS AND FITTINGS \ I \ IE:283.70 AS SPECIFIED. CONNECT TO EXISTING 3" WATER LINE AT date June 1,2004 . , 1 C7.-..) INSTALL CB B2 EACH END. \ • • \\• W--"--- \\-- ' ,• . . , . •-•- , , RIM:281 80 CD INSTALL 181.F OF 6" DI STM S=.020 (MIN) ' IE:280.30 0 SAVE AND PROTECT EXISTING FDC FOR MAIN BLDG. THE revisions A Addendum 2 . • \ stk INSTALL CB B9 CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED 2 March 10,2004 A 0 INSTALL CB 83 RIM:286.00 SIGNAGE NOTING "MAIN BUILDING". • i' ' ',I' \ -...-_.... -7- .---------- _-:-••-;---44- • C5I C5 • RIM:281.71 IE:284.50 - • \\ \\\ / I IE:280.21 40 INSTALL 6" FIRE LINE. SEE MECH PLANS FOR BLDG / I ' CD INSTALL WOLF OF 8" PVC STM SO4.020 (MIN) CONNECTION. • \ /‘ ® INSTALL CB 84 1 • I J . ._ RIM:281.71 0 INSTALL. CB B10 (WO CB) - . . , r I EC.:280.21 RIM:290.25 C5 C9 \ \ i . ' E:287.95 f , 0 INSTALL CB 85 , ..› - \ 1 0 0 • RIM:281.79 . . .,', • ( ) FOUNDATION DRAIN TYPICAL IE:280.29 C5 C45 C5 Cil INSTALL 1251$ OF 6" STY S=.010 , . • / ' WITH BACKWATER VALVE. CONNECT TO 4 ‘• INSTALL CB 86 , :4 •-• \ f I CD EXISTING FOUNDATION DRAIN. . • RIM:281.33 - ' ' • v• • ' \ 10 i 1 project# I 03020 . . • . IE:279.83 (5) FOUNDATION DRAIN TYPICAL V • . . ..4 \ \k \\\\ \ \ C.5 Ca C5 C8 . . . , .••• )rT in INSTALL 1101F OF 6" STM S=.010 • ' ' 0 DEMO EXISTING CB 1.11 WITH BACKWATER VALVE. CONNECT TO UTILITY .-• . 1 REPLACE CRUSHED SECTION EXISTING FOUNDATION DRAIN. PLAN OF STM PIPE • .. - illettlig \ . . , ...- I i 12 4. i t INSTALL C8 87 i f (CO INSTAL L CULVERT DAYLIGHT ---- \ \ \ / ti I • . , II -/ RIM: MATCH EXISTING 280.81(±) C5 C8 1E:283.00 • , . IE: TIE 6" DI INTO EXISTING STY LINE 20' 0 20' 40' 60' C5 , • . • . . . . . . . r. , .. .. . .,. ... ._ . . ., ® INSTALL 84LF 6" PVC STY S=.010 (MIN) Fl___IM. ---'---- ..... ------ , ,. • .• • j .--- •-. • ' 97111 Ave 1465(1 , • 0 . , • ,, .-- \ . 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' , • • - . • • . •. • . , , t. t• 41, • ' I • ' i,.,,,,,,,i,:,. :‘1",I.;'‘,.. ''• ' i. , • .. . . . , , -; a ' •• . . , ) ' • . - - • . , , - • - • . . . • • ,• 4 ., . .. 1 ' • 4 4 . • . I . . • .W. . 1 . I { . . . - • , • • ' , 7 , . . / • . . . , / . , ,r • . . • I ‘,„._ .00600aomswwmoowisos000 iimw,. . _ . ., . .. . ,, . . I l• .L'A k- ,it 3tvii ,,4..4 .---.1, 1 • 1/4 , ; , • ,. . , , • . • , 4 • x . . • . • ,, . r..illq“--n '4 4.' glialIMMIIIIIMINININNIIIMI t , . ik '" MENIMIIIIII . . ' Itr • 9 x .moi/ • j , �' �. I , "e M•, A {•:. iii ,� , 'I 1/t •j,ir, y .. Ik�` ivamll / e .' Q �r ya l - a I ? i, elf "� ''�' it,�y ) •• ' w f i , ...-.i,tia AV311 't,;`y •i' i llid�V'1=ti:�1r> w.`'W' '�!e,,,• ':'-'=-. ..'-...w.•, ,..,«,.,..,.. ...... ... .........».._....e..ra.-.n:.mr..w., .w'r.'.-�a.._:3.0:,;.++la'n:r:wuu...w,_ r GENERAL SITE NOTES EROSION CONTROL 10(11 1. CONTRACTOR SHALL FiELD VERIFY All EXISTING SITE CONDITIONS PRIOR 1. ALL EROSION, SF.DIMENT, AND POLLUTION CONTROL PLAN (ESPCP) °=T:'ae'r__sl'I01 r1 +saal: CATCH BASIN s '.:.eea =:: GRATE PAVING TC THF COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES 10 MEASURES SHALL 8E INSTALLED PER THE CITY OF T!GARO CONSTRUCTION }t,r, , -.._ _ rilt �`E�iLI r� =� ARCMIT':CTURE INTERIQRS•PLANNING THE OWNER'S f EPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR STANDARDS. 11;4NI�! s VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS ii:14 *---_ �; iniii4ITEI1111 PRIOR TO BIDDING. A dlll .,.... 2. TEMPORARY ESl'CP MEASURES SHALL BE INSTALLED. INSPECTED, AND ::: = �,c::c.:,. a::+a�- ��: hili.'i'ql��!�p ---�-- �1I�n i"!L'L'i i ,t. APPROVED BY A CITY INSPECTOR BEFORE STARTING GROUND .:- - Inrt�1 allj ? -_.�=_:, III`lelIi 11'i 11 I I11 s_ VIII I�I� mr;L!p I .iii I i,11. ° N,/ CONTRACTOR IS RESPON':ABLE FOR CONFIRMING THAT NEW FEATURES DISTURBING ACTIVITIES- _ :_,_ ¢,q-; ;lig t .it -- IIIM11111'y:��•== 1111 Ii ' 4 ,TILT ._.,..-� a�r •u �.I,III �'�j �j TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH T 1111141111:41=t4 lel:: I hI,IIIIIU iiiii"Iq' TiL•Viii I iIlflll ��4 CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW 3. ESPCP MEASURES 5hV11 NOT BE REMOVED UNTIL PERMANENT 111111111 i•'41�.�W: MIM II 'at --�- li(11111;1 +e �N � E !!� :":t; sc:, n I n ,.,.' TRI n CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL INSPECTION HAS BEEN g�==r.' "°»�" 1011111!ifill U NQ U�! �'�'' i NFROM EXISTING TIE II POINTS. REPORT DISCREPANCIES TO OWNER'S REQUESTED AND APPROVED BY A CITY INSSPECTOR. :;a�z_';aii':e43z'r'si) 11,5111111'414467: (Illih�i! OVERFLOW - W m o REPRESENTATIVE PRIOR TO CONSTRUCTION. 1 •�� •:: _=al�:Ri.' R�1et a e!!-u� SLOT !! %` 3 ----a-., :c .f 1,...;1:,1'1-+f�- 'T � a sssr : a_`.' t.+• i; x S CATCH BASINle 4. INSPECTIONS MAY BE L'E()UESTED BY TELEPHONING THE INSPECTION '$ `� ii u� if g 3, IN AREAS WHERE ASPHALT PAVING IS BEING REWORKED, PROVIDE NEW REQUEST NUMBER 823-7000 ONE DAY PRIOR TO THE TIME OF INSPECTION. �A[CH �gSIN ,=>=�e:: :mem' .c PAINT STRIPING FOR ALL REVISED PAVING WORK AND PARKING STALLS. "'�%,� FILTER ILI u - EXISTING STRIPING TO BE BLACKENED OUT IN RECONFIGURED AREAS AS 5. APPROVAL OF THIS ESPCP PLAN DOES NOT CONSTITUTE APPROVAL OF - ; o REQUIRED. PERMANENT OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, 1 1, BIOFILTER AREA DRAIN BAG PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 4...! 'I/ /K' BAG LIANDAR�_FILTER BAG DETAIL = " o 4. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WiTH CITY 4... �yQTES; o en -�- � FLOW THIS FILTER TYPE PE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS. 0 v + c' LLCOINSPECTOR(S). CONTRACTOR SHALL NOTIFY CiTY INSPECTOR(S) 48 6. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, - \ Etat:. HOURS PRIOR TO START OF CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESPCP A -- I) ii ) A \ a y FACILflIES IS THE RESPONSIBILITY OF THE APPLICANT/CON!PACTOR „r 1116IIID DITCH ��� 2. THE CON TRACTOR SHALL INSPECT THE FILTERWEEKLY AND DAILY DURING ^ ^'' 5. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND ;;n;l;;;! i PERIODS OF FREQUENT RAIN. z • ' I WI}III'I ' ;� • 0 Sh1ALl HAVE A MlNLIUM OF ONE (1) SL OF PERMIT APPROVED PLANS AND VEGETATION/LANDSCAPING IS ESTABLISHED. � uu.�ptl v 3. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT ° a ' SdECIF-ICATIONS ON THE JOB SITE AT ALL TIMES. 7. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALL° AT THE. �' REMAINS ON SITE. - 3 1✓ `\ er ','� 6. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR BEGIWNiNG OF CONSTRUCTION AND MhiNTAINEU FOR THE DURATION OF -. SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE . LAN ��\ 4. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF I, h MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHAH BE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE l ve SECTION A-i FULL. a N RESTORED TO AN "AS GOOD OR BETTER' CONDITION. PROJECT, 111,00 O ce ` �' DITCH INLET5. FILTER SHA!_L BE FOSS ENVIRONMENTAL SERVICES "STREAMGUARD TYPE II-S CBF" OR EOUIvAI_ENT ' 8, THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MiNIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE e. .�1 1�,��L.IIiON� CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED MVNOTES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE 7:'F SITE. UNDISTURBED GROUND A MIN. OF 12" WIN 1. 1 INLET PROTECTION DEMOLITION REQUIREMENTS ARE NOT SHOWN ON THESE DRAWINGS. ;TAKE MAY BE OMITTED IF BAGS ARE PLACED ON CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING SCOPE OF 9. THE ESPCP FACILITIES SHALL BE INSPECTED OAiLY BETWEEN OCTOBER r, DEMOLITION WORK FROM OWNER AND FOR EXAMINATION OF EXISTING 1 AND APRIL 30 BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS PAVED SURFACE. C4 C6 SCALE: NONE SITE CONDITIONS CONTRACTOR SHALL SUBMIT A DEMOLITION PUN NECESSARY TO ENSURE THEiR CONTINUED FUNCTIONING. ALL 1. INSPECT INLET PROTECTION ON A REGULAR BASIS TBIOBAGS SHALL BE REPLACED ONCE THEY BECOME CLOGGED. .4, PRIOR TO CONSTRUCTION OUTLINING ITEMS TO BE REMOVED. INSPECTIONS SHALL BE NOTED IN AN INSPECTION LOG WHICH SHALL B� • MADE AVAILABLE iO THE CITY INSPECTOR UPON REQUEST. F 2. ALL UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LiMITS OF 2. REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND DEMOLITION SHALL FIE REMOVED EXCEPT THOSE INDICATED AS "TO 10. ESPCP FACILITIES ON INACTIVE SiTES SHALL BE INSPECTED AND UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR REMAIN`. ALL LINES THAT ARE CUT AT LIMITS OF DEMO'-ITION OR POINTS MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS BARRIERS SHALL BE MADE AS SOON AS POSSIBLE. OF DISCONNECTION WITHIN THE WORK AREA, ARE TO E. CAPPED OR FOLLOWING A STORM EVENT. • J PLUGGED, 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 2-X2" FIR POST 11. EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL ONE THIRD THE HEIGHT OF THE BARRIER. " 3. CONTRACTOR IS RESPONSIBLE FOR MAINiIAINING TEMPORARY ACCESS BE IMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER. SEDIMENT FENCE DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSUPES DISTURBED LAND 1HAT WILL REMAIN UNWORKED FOR 2 MONTHS CR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE EOTEXTiLE WITH , REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SiTE TENANTS. LONGER SHALL ALSO HE SEEDED WITH AN APPROVE) SEED MIXTURE. BARRIER IS NO LONGER REQUIRED SHALLBE DRESSED TO SEWN POCKETS *FABRIC ON ' CONFORM WITH THE EXISTING GRADE ANDL SEEDED, DOWNHILL SIDE 12. PUBLIC STREETS WILLBE SWEPT DAILY, IF NECESSARY. TO ALLEVIATE OF POST SEDIMENT DISCHARGE TO 1HE STORM WATER MANAGEMENT SYSTEM. N UNFILTERED WASH WNTER CANNOT BE DISCHARGED TO STORM DRAINS, F GR 41 NOTES r y EXISTING GRQUND • 13. ALL EROSION CONTROL SEEDING FOR SITE STABILIZATION WILL BE BIO-FILTER FOR TEMPORARY � ;; .41. �, c) N,r ' 1. SURVEY OF EXISTING CONDITIONS PREPARED BY COMPASS ENGINEERING. PERFORMED NO LATER THAN SEPTEMBER 1ST TO ALLOW TIME FOR INLET PROTECTION All ANN BACKFI LED C.' c� VEGETATIVE ESTABLISHMENT PRIOR TO THE ONSET OF THE wEi ��� , � ��'y MATERIAL � "� � THE CONTRACTOR 1S RESPONSIBLE FOR FIELD VERIFICATION OF ALL WEATHER SFASON- ' �• SURVEY DATA, CONTRACTOR iS RESPONSIBLE FOR ESTABLISHING RIGHT- OF-WAY LiNES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL EROSIONSEDIMENT �� SEAL_E: NONE _�-,�`j :�_ I ,, 14. ALL TEMPORARY AND ANLCONTROL MEASURES SHALL BE j ff-, PROFILE CD (n o ¢.' CONTROL PRIOR TO CONSTRUCTION, REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED T ",�..f OR AFTER THEY ARE NO LONGER NEEDED. •,r ® O 2. CONTRACTOR IS RESPONSIBLE FCR CONSTRUCTION STAKING AND SHALL ■� i..1.) `; ARRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE 15. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. o REVIEWED BY GWNER FOR CONFIRMATION TO DESIGN PRIOR TO c -SEDIMENT FENCE GEOTEXTILE O O O DISTURBED _Oil AREAS RESULTING FROM REMOVAL SHALL BE REPAIRED 0 ": - CONSTRUCTION. AND PROTECTED WITH ADEQUATE GROUND COVER (7 STRAW, COMPOST, MULCH, ETC.) J'l. 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY R ` ' 16_ SEEDING SHALL BE SUPPL.IFD WITH ADEQUATE MOISTURE. SUPPLY =- FROM All BUILDING WALLS AND DOORS. WATER AS NEEDED. WATER SHOULD BE CONTROLLED TO PREVENT 0 i= RUNOFF. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER < th E 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS .. 2"X2" FIR POST CONSTRUCTION. ADEQUATE SHORING BRACING, TIES, AND SUPPORTS AREAS ARE IDENTIFIED. . 42) C 01 SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL FLOW PHASES Of" CONSTRUCTION. 17. DISTURBED AREAS OF SLOPE GREATER THAN 2:1 WILL BE JTABULE0 - :47.= THROUGH SEEDING AND THE INSTALLATION OF NORTH AMERICAN GREEN t, 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED SCI5OBN 1JAIlINC OR EQUIVALENT PRODUCT. a=3�=i I ``�� �i �. heJ �,A � I I- 1i=11-11., r V are a • BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED '` E;NE t _t -�IX11= N 7I 71�It--U X11-,1= 7-L, '�f>•. �•v r] WI .1•111111 cti c73 SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS. - '=3s- • -- - DISTURBED LANDSCAPED AREAS SHALT. RECEIVE BARK DUST AND s.. ;: _?::: ,!1' _�}t t --„,", .Hq}�'k=rr> ;! J T,r x* ,1'� t' 2 r AREAS ,f__.-.... �e.,..cs�. 34:14-1-41„.f.' • A ..".I'., �•'!H ' +�� 1 S REPLACEMENT PLANTINGS. DISTURBED NATURAL SHALL BE ;:�� ,� _�,_,__: Ci) :' „ a n' +s, 4' .,v' HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED GRAVEL AREAS _ _�3s -�__' �.�� Ic ELEVATION `S i O ,� -! "-'ll S q 4 y" . _4F 64 , e'xs °: :, SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. ` 5,x {I ,�' s F J y ¢5 *Fq i4:',•-•';''i ' SEE LANDSCAPE PLANS FOR TREATMENT OF IMPROVED AREAS 12-OVERLAP e-- i~ i cp M A"`�l R. $ R,.• INNI ` SAND LBAGS TER OR 1. FILTER FABRIC SHALL BE INSTALLED IN A CONTINUOUS ROLL NI- s� �1°+ (O ch I , t c{ r � 3{: 571! 6. ALL DITCHES, SwALES, (;UTTERS, ETC. SHOULD BE CONSIDERED ACTIVE =No CO hi 'fi '. rd, tx`r °1"'� STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR • 3-;, ;_:�:._I;, TO AVOID THE USE OF JOINTS. WHERE JOINTS ARE �� L.. tij sT Srr ,:'-,,,'?,1',,,',..., ��_ -"-= NECESSARY, USE TURNED ENDS, CU y I,�K a, IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE .AND Is^mg Baa (�, ' evI j14I.tk"^ �4 ,+ _ +''' DEWATERING OF WORK AREAS DURING CONSTRUCTION. R � ;_ -_ �� j 2. POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND CO110 Q ' s `L �'('� nJ -;::4",-,0`,.•:".,,iy t °.1 •,J�_iLw . vt w.:3I �S�L"'iT': „k z 4 ,t'd er 4„ • 7, DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR MEW;' '� �% fig-_? � DRIVEN SECURELY INTO THE GROUND A MINIMUM 01= 6 f , r!RE t + • SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN �"� Q 12 a 'I G.ifi�u ,` �*^ EARTHWORK AND OPERATIONS. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE •e_ 11 ,,p FLOW AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM f r th;y 3Y - „y ,4•'41,5i',0.'",:.," • rr THE BARRIER, TRENCH SHALL FOLLOW THE CONTOUR_ ,�ur,y ,, 4. TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL. .tr'., � z 5 k� F K, _ Mr° UTILITY NOTES FULL DEPTH - • �� '' ;__I PT. A PT. B 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAILY i 8` CAP BLOCK ' R�s.sj e > '1 x n ,. 1. LOCATIONS OF EXISTING UNDERGROUND UTiI;TIES ARE PLOTTED FROM { 4 J -tit DURING PROLONGED RAINFALL. CONSULTING ANE.SUITE 380 • I, "4 i, ' I z RECORD DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE W PDXY ADHESIVE _ -' r Ra t"S ++_" OSLO REDWOOD LANE, SUITE TO WALL (TYPICAL) 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE PORTLAND, OR. 97221 +`',,,.. , ,,, ,p�f,'91 �t SiTE AND ARE SUBJECT TO FiELD VERIFICATION BY THE CONTRACTOR. • • - 14, 'i ,i dr , ♦'W-" , goii, . THIRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE, PH (503) 228-3921 FAX. (503) 228-3925 '�T"E r T T'I RNER! : 2, ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE r' t7 v •1 ,iE EXISTING; CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION (4) STANDARD TOPSOIL • ?s '' UNDER THIS RECTION OR ANY OTHER SECTION. KEYSTONE 8"X18"X21" FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED a� .AMEN, • •• 3 BLOCK UNITS Wj /,.�.� --- l --- TO CONFORM WITH THE EXISTING GRADE AND SEEDED. .p "`'ru '' 3, THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT 1:8 BATTER, PINNED \ EXISTING GRADE AND SEEDED. � �o e ��,r� l� 4a „ ' • . . SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN W/ FIBERGLASS DOWELS ^ • i .. ;•.", j THE SPADE FROViDEQ. THEY DO NOT SNOW EVERY DIMENSION, �;�' """� // / WS • '�:' COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. `,1/ `•'� CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND STANDARD CURB-- IP 3 SEDIMENT FENCE DETAIL « � , WOF;KING SYSTEM. SEDIMENT BARRIER 4. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO M■ ��` MIRAFI IRONS C4 C6 SCALE. NONE L1R4 e./6,• 0- BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION MARK-UP OF ALL \ M■ ' NONWOVEN FILTER 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO Y UNDISTURBED GROUND A MiN. OF 12" (TYFF. 2 ONLY). EXPIRES 6/30/04 r EXISTING UTILITIES dOTH IN THE RIGHT-OF-WAY AND ON PRIVATE HEAVY ASPHALT EMB FABRIC OR EQUAL STAKE MAY BE: OMITTED 1F BAGS ARE PLACED ON PROPERTY. CONTRACTOR SHALL COORDINA:IE THE UTILITY LOCAL WITH - 'NE BLOC PAVED SURFACE, MUNICIPALITY HAVING JURISDICTION F"OR ALL, UTILITY WORK WITHIN A i 3/8"-PLUS CLEARBAGS • PUBLIC RIGHT-A--WAY. INFORM E:UINEER IMMEDIATELY IF LOCATE .- 1' 2. SPACE "L" SO POINTS "A" AND "B ARE OF EQUAL INDICATES THAT EXISTING UTILITi_-S ARE DIFFERENT THAN SHOWN ON I CRUSHED ROCK ELEVATION.,. _ 3"-0" •t * FILL CORES & VOIDS ' y. . OF KEYSTONE UNITS 3. TYPE 2 USES BIOFILTER BAGS ' 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, do 1' 0" BEHIND TYPE 4 USES SANDBAGS FEATURES. AND STRUCTURES •">ORAn ON THE SITE, LOCATE, PROTECT, NOTE: CONSTRUCTION TO PROCEED IN TAILS OF UNITS r AND AVOID DISRUPTION OF ALL ABOVE MID BELOW GRADE UTILITIES ACCORDANCE W/ "KEYSTONE 1. INSPECT AND REPAIR AFTER EACH RAINFALL . INSPECT DAILY `N� '/ a DURING CONSTRUCTION. RETAINING WALL SYSTEMS' COMPACTED 3/4"-CLEAR DURING PROLONGED RAINFALL. 4E. . ,,s S SA) AO „ • CONSTRUCTION MANUAL & CRUSHED ROCK 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALE CONFORM TO SPE'..r'^ATION REQUiOREMENTS. 2. REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND P IN 5�' THE LATEST EDITION OF THE UNIFORM PLUMBING CODE (UPC). ALL UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR ,aO,00,0 ;:�;• M�y� THE STANDARD UTILITY CONREQSTRUCTION NFMElrIIN THE NTS OF THEi RIGHT-OF-WAY -MUNICIPALITY HAVING CONFORM TO BARRIERS SHALL BE MADE AS SOON AS POSSIBLE. c..i'c�PQ9� '-• ph85@1gID1STTUCtlOT1 Set JURISDICTION. , V KEYSTONE WALL DETAIL _ Q� / '• 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 1 ':4':•':';:%.r 'C3IC6 SCALE: NONE ONE THiRD THE HEIGHT OF THE BARRIER. / •'• ,,;;. L . ,.:•� ' (IAt@ IJun@ 1,2004 14 :,' 7. ALL. BURIED LINES TO HAVE 2 FEET MiNIMUM (OVER. UNLESS NOTED '•,f:.::�; ��•„,, � OTHERMIISE. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ' <, f@VISi0i15� BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO �' r. :I •-: }.., - e, DOWN SPOUT AND BUILDING UTILITY CONNECTNTNS TO BE SHOWN ON BUILDING PLUMBING DRAWINGS. REFER TO PLUTIBINC DRAWINGS FOR CONFORM WITH THE EXISTING GRADE AND SEEDED. CONTINUATION OF UTILITY LINES INTO BUILDiN, n A a �� - °� �c,S O. THRUST BLOCKING REQUIRED ON Ail PRESSUT.f BENDS AND RADIUS - 25' MIN. ���N`, ,E` F,C'a ,. STANDARD THRUST Fit OCKING ;FI LINES- 4 1310-BAG CHECK DAM ��°`R�`-` FITTINGS. SEE ST • 10. SEE IJAN06CJIPE DRAWINGS FOR IRRIGATION LINES. C4 p SCALE: NONE GRAVEL - _-___-- �PCkkl�' I. SUBGRADE REINFORCEMENT----' DEPTH • it. ALL EXISTING UTILITIES AND TiE OINTS!N PSHOULD BE CONSIDERED GEOTEXTILE - -- r' ACTIVE UTILITiES UNLESS OTHERWISE INDICATED' •20' MIN. FOR SINGLE FAMILY AND DUPLEX F�SIDENTIAI_ re 1Z. COIIFIRU FIRE wow TYPE, NOZZLE SIZES, AND TFTLAfAIJ • l0.1f° : I a „ *,...4,:'4 n` CONF1GURTT1tx1S WiTH LOCAL. MUNICIPALITY WAVING JURISDICTION 1. ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL _ t" f' i' R''.1.:1:, �fis ( �� r!' r PRIOR TO CONSTRUCTION. PREVENT TRACKING OR FLOW OF MUD DNTO PUB'.iC ROADWAY- � 13, COMMA ALL UTILITY VALVE VAULTS, WAS, METTRS, BACKFLOIU 2. ALL MATERIAL. SPILLED, DROPPED, WA SHED OR TRACKED FROM project# 03020 • PREVENTUON ASSEMBLIES, AND OTHER PUBLIC UTILITY NPPURTQMNGCS VEHICLES ONTO ROADWAYS MUST BE REMOVED 'N MEDIATE LY, IN THE RIGHT-OF-AMY WITH THE MUNICIPALITY WAVING JURISDICTION. CIVIL 6 DETAILS r ;; 14. ALL UTILITIES'To 11E INSTALLED As SPECIFIED 1K SWORD TRENCH.-- , RENCH.-- cep 5 ' GRAVEL CONSTRUCTION E N TRANCE F II C6 SCALE: NONE C6 . ..,, ^ K 97th Ave 14650 ' na ,.:. 1 . �'i } l ,� t, 'fi _ T Nfi1. I BU P2003.00701 6 of 42 s L• • J {.. ba I •, ft, .Y �t • , - ' . 1� ., .: . i. ♦ awl.'__. _ - - _A....... .., -i,i ' W :,?, `MM...v,„...1. 'W1W '.s...WEis ,,,,„,K,.....M ._r�NR.....,p' . 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STRIPING & PAVEMENT 6, STENCIL REQUIRED 1(111 i (WHITE PREFERRED) v BLUE BACKGROUND & BLUE PAINTED CURB OPTIONAL • SIGN NO OR20-68 >~ :,e _ SIGN-OR20•-6B 12" - V lk�' R IIAMAOC e. _ SIGN-0R20-60 ARCHITECTURE•INTERIORS•PLANNIN( r n OR20-68,0 2 _ • .r.ACCESSIBLEROUTE ' , .�,' •.' : , 1• .• •.: '• W 6 5" • fit •.� • • •-J. { • •• • • • • 4 ..• W 17 • m PARKING WITH D.M.V. ;F� ,../ a -` DISABLED PERMIT ONLY 9y" STOP -� VIOLAS ORS 5U®JEO7 TO T TOWING UNDER ---�-- ' n 30 ORS 811.620 AND FINE ;: � UP TO $300.00 UNDER _�:_ � H i - o ORS 811.615 ;:- -' [ 1:',. jko, �/SIGN BACKGROUND: BLUE I 1e M1N. • I SIGN LEGEND: WHITE L_- VARIES TYPICAL Alk DISA3!_ED PERSON PARKING SIGN Q DISABLED PERSON PARKING SPACE NWSCALE: NONE low SCALE: NONE o (SEE SITE PLAN FOR DETAILED LAYOUT) V '~� 7 V ch OIMMO rn -AC SURFACE COURSE '�• • 0 0 o 7-, -_ --_- �- . AC SURFACE COURSE • �.�. 1r� AC BEARINO CC'JRSE InE O 75 COLD PLAIN 1/2' NEW .1,••••:--:. �* �" °'-' v LEVELING COURSE ," �' '-LEVELING COURSE 0 �. I PAVEMENT PRIOR co:;, �.o:c �/� C.� '-0r ,} '.-Cr TO INSTALLATION OF 9'!'.9• • c �/, E (I) I - • SPEED NEW 5 RAISED ASPHALT o:o o• ° ° HUMP PAVEMENT °o BASE COURSE o , °� BASE COURSE • 2 re c CO 9. 4- ♦ � 7- CO 2 ;�n� -x x SUBGRADE GEOTEXTILE FABRIC � �; i • SUBGRADE GEOTEXTILE FABRIC �--COMPACTED SUBGRADE `� COMPACTED SUBGRADE 1:: ()es _ L3 5 AC c PAVEMENT 2 (1) C) 0 TACK COAT NEW PAVEMENT C 1 6 TYPICAL PAVING SECTION-STANDARD 5 TYPICAL PAVING SECTION-HEAVY s WEEP HOLES �R rR. _ ,® t C3 C7 SCALE: - NONE C3 C7 SCALE: NONE RESIDENTIAL AREAS W SURFACE OF 7 SPEED HUMP e •.• PAVEMENT g C7 SCALE: NONE ,W11 `i 113 N ii: mt, CO 2)- c N �� BATTER 6:1Immo --p • GENERAL NOTE-5; < Q a 1. CURB EXPOSURE -r = 6' TO 9' VARY AS SHOWN ON PLANS OR AS DIRECTED. .• 2. CONST. CONTRACTII`N JOINT SPACING AT 15', AND AT ENDS OF EACH INLET Si° `` QC _ LANDINc� AND RAMP. SIDEWALK WIDTH - ZOO1�`1L v �`L \ M L �1 3, TRANSITIONS SHALL BE USED 1N CONN, CURETS OF DIFFERENT EXPOSURES "E' A� � ,,4 5' 4.36' 715• CONSULTING ENGINEERS TNI AS SPECIFIED ] syr CE" IS THE TOTAL VERTICAL DIMENSIONS OF THOSE CURB SURFACES HAVING A ! ° 5.5' 4.05' 13112.3.' , 8550 REDWOOD LANE, SUITE 981. '' TOOLED COLD JOINT 5' MIN 1' (f- TN �•1 ��ore SLOPE OF ]:l OR STE.EP._R.) MIN. DESIRABLE TRANSITION LENGTH SHALL BE 20' _` �/ d' 3.73 3/8" PORTLAND, OR. 97224 ►'a. t, BETWEEN CURB AND ! ` //� 5.5, 3.41, 1132' FOR EACH ]' DIFFERENCE IN ��. PH' (503) 225-3921 PAX: (509) 2215-392 (t •ro:,_ ••••• .....;c1-..* e• . SIDEWALK 50:] •MAX. 1 k +"�._ -�►�_// 4r ' •!'O •-;o ' o o & ' '; • 6'. i� 7• 3.10', 5/1C" 4, TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY 2% NORMAL UNLESS 7.5' 2,78' 9/32' : "W S 6'--./ OTHERWISE SHOWN OR AS DIRECTED. v - STANDARD CURB �' 2.46 1!4' E, AND GUTTER 8.5' 2.15' 7/32' 5. DIMENSIONS NOM. VARY TO CONFORM WITH CURB MACHINE APPROVED BY THEASO �411N. 2" OF -0 Op COMBINED CURB RAMP -� 1'83. 3114• ENGINEER. ' 1 • e� ' yr PREMOLDED JOINT MATERIAL CRUSHED AGGREGATE BASE ... , 9.5. 1.51' 5/32' t�' (..„7TYPICAL CURB TYPE CROSS SECTION '0 '=0 '�• 6. ALL RADII SHALL BE 3/4• EXCEPT AS OTHERWISE NOTED �Cs, TYPICAL ISOLATION (EXPANSION) JOINT �, j/f1 ,ors �� 7. A CONTRACTION JOINT AT WEEP HOLES- �pQ �i +• RETAINING CURB 'lir 9e ti', SIDEWALK WIDTH `� i r,g,ti SETBACK AS SPECIFI:D NO' /�'�r� LANDING j 8 STANDARD CURB ''�'� e. wN''�� • IE - 5' MIN-1.4T- 1;N .. = IN-1.4 _ DIRECTED 50:] h���' ��.= h� j C3 C7 SCALE: NONE exvlRes d/��a+ PREMOLDED JOINT MATERIAL /3;• STEEL DOWEL ti - ,_ :„ I, ', STANDARD .• .,; ,- , .� , , CURB, . CUTTER •D 6'- 5••• 1� ir 7....:•17.7!:•••.•.• • 1 ' =,5.,:;� ; ''p',• MIN, 2" 0 3'-0 Z0,0 PARALLEL,- CURB RAMP }. _o .. n f CRUSHED AGGREGATE BASE F TO NOM . • .. ii„,. ��� �" TYPICAL SETBACK TYPE CROSS SECTION a'MIN� ll» To f�OnV/'�� NOM. t '} ,r• ra NO LIPS ;�0:1 I 1lS NOM �•'fir'V �°#.' •---CONTRACTION JOI NTS AT ` 6' MI 6" MI20•] s z2 '" •,..., 0000 - 6'-0" LONG PRECAST v k APPROk1MATE t o INTERVALS STANDARD DRIVEWAY SECTION --- _-- ' V V •' ��"Iti, ' r•, ►'"'�- �- �-- WHEEL STOP BY CONTRACTION � ATTT APPROXIMATE JOINTS UIMCOUPLING FO' PATOOMTERN 1CRUSHEDOAGGREGATE BASE 00000 fffEff�- APPROVED UTILTY UEQUALT L phase 'Construction Set TYPICAL ISOLATION (EXPANSION1 JOINT WITH DOWEL INTERVALS WEEPHOLE PIPE - -�1 RAMP TEXTURE DETAIL tc•/-'f---- ' -°• date June 1 2004 -T/3IIIII IWI=MEE 7 TYPICAL SECTION THROUGH COMBINED CURB RAMP i � .-•----� - NOTES, ' revisions I I I -- - 1, THE "AMERICANS WITH DISABILITIES ACT" (ADA) REQUIRES THAT ACCESS RAMPS , r WrIEEL I CURB .\ .,� _: --�•- --- TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE STOP ..„.i.„,,,Lq , , ••:'.^ •�•¢. •• :.r.'a • •e,,,f..•.; - T 1116.1 REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE ENGINEER AND ( AC PAVING MUST COMPLY WITH ADA. - - '•;t•,•„-., !%9 •• ,j:•.-•,. 141. "..:, ..1., `--JOINT 3' WEEPHOLE •' ..• 1 _ .... ' ' a,OENT IN SIDEWALK TT� 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. - ': .••.'a'!j :�� ::• �.,'4 'e,•,••., •;:e STANDARD CURB d[ GUTTER MATCH JOINT IN CUra6 - -- - , `x'It'^+`r ,y i `- �_�_ COLD JOINT I LEVELING COURSE PIPE, LOCATE AS , DIRECTED 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. _ ' ' t;.` '. TYPICAL PLAT! VIEW LANDING SLOPES SHALL NOT EXCEED 50:1 IN ANY DIRECTION, u. o.•• o. • ' .o. ‘:,'0'4.4.,,'''', '.• THE ;LOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP ..0-Y'4.: -: - • f TYPICAL c_ONTRACTIQ JOINT (SEE SITE. PLAN FOR SCORING JOINT PATTERN) SHALL NOT EXCEED 20:1 FORA DISTANCE OF 2' (SEE o BSE COURSE TYPICAL SECTION ABOVE), h MN.; NOTE; I.SIDEWALKS R FEET AND WIDER 5r;,'!1 HAVE A LONGITUDINAL CONTRACTION 4• MINIMUM LANDING DIMENSIONS SHALL BE 4'x4'. •it (2) tx" • PINS L JOINTS TO BE TOOLED WITH AT THE Mir -DINT. RADIUS UNLESS SAWCl11 2.CONC,iETL DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4' MIN.; 5, RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND -- THICKNESS IN DRIVEWAY SHALL MATCH EXISTING DRIVEWAY. TEXTURE. TEXTURING SHALL BE DONE WITH AN EXPANDED project 10 20 METAL CRATE STAMPED INTO THE COr;CRETE. 3,INSTALI 3' PVC_WEEPHOLE PIPES IN SIDEWALKS IN LOCATIONS AS DIRECTED BY THE ENGINEER,. PLACE CONTRACTION JOINT OVER THE TOP OF THE PIPE. 6. CONCRETE SHALL BE 3500 PSI COMMERCIAL GRADE. CIVIL CONCRETE PAVEMENT JOINTS 4.CONCRETE SHAETF 3500 PSI COMMERCIAL GRADE. SIDEWALK ACCESS RAMPS DETAILS H. SCALE: NONE -- - �® . .r i 1 SIDEWALK SCAl_.E:NONE - - ® 9 PRECAST PARKING BUMPED, ,.... . • . _ . , ' .. , _ . ,. . r C3 C7 SCALE: NONE .. ...„ . .. . . .. . . . , , .` N. giiC"1 SCALE: NONE C7 ... 97th A%e 14650 .. I il'P�(1 03-X 0 ,. . ,, • , t 14_ nitk It gtmenememeemenavuomollINIIIIIW . r 7rw,n,• �,r t ,. .u • ii� a 2Y .. !,- .,...... ..._...r.v'I.Iw•••uww: .... .�... �_-.., ..: __. ,....w.IMb. W 'vaxnrwk'w«wrac.', ✓.r r•aww,w :,:'Kcv^<u,'mMA.�,.••,.w... ..; ..,,. . � .. _q..-..,.:... Y W1.WM1ItwM zMa" +/.^M,TtlM t.:. �' ((� II ILII ILII ILII 1111 tlll TUI dll TNI NII lilt ILII Illi 1111 ILII lll��!171!1111 ILII II I 1 ° r, I I I I I I I II Irl INn nli. i u NnIII 1 nINN nlq.lil nN!m mr n,l Nn IN1 nn!+N uu NII TNI TNI uu ITN IH Nu nn un nIl Ir.;' r f STRIP 1 2 I I I I ( I I I i ` ( n •fin 1K, p.� j� ,��yy`�•.,[ 1 p w°.I u. 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W .w_-•..+rw,.w•c._«....u•+..v..s.Jn w.M+:MiW.iW+......r.m...wwr....,.n.,,i awl:slw.Re.aaY-LM•KdA.i{MrArrf4W.W,YW11'i1WNwRW�N�Y�N.�'.�.IiW.pYwu�l.►dYnJ.rwu. ...,...-.._.. .._.-_......... .......................,.... c J•u .. ._ w�u,r4-Ml .ri• uP.W 1S.XJxd.•4w .YGi1t A J __ _.. ,., ,:....r..... ... ..:,. ... .."... w,.•., a ,In .J,y4,1 vre "wM MMW..4 .'.''- • WATERTIGHT RMLY SANITARY w di _._ NOTE: MANHOLE 01(1/C-4) i()i / i elaiiiNA IL -. �j '�� EMBEDDED. THEY 3MUST ALSO MEE7TEPS MUST BE TIGH T NTHED IAST 1 a *1 - 4 TEST FOR WITHSTANDING PULLING OUT. 5-3 4" •tiMTAMPERPROOF 1 a_ - STORM FOR OSANITARY 4AJ. _ C8 ,. o c- 11v COVERS) 1 �!r LES I.4AX ® * co e a __ ARCHITECTURE.INTERIORS*PLANNING 24 I-� 1s41MANHOLE F. AND COVER = n �� 3 A 11 �14 a AS SPECIFIED, = X0111111111 -T - iFai-�-� - 249 1-- _-`I� R ____I A FRAME AND RISER RINGS SHALL BE SEALED FINISH GRADE a, Isla: ";• • • I 2Y --) J WITH PREFORMED PLASTIC OR RUBBER TO ^ / FORM A WATERTIGHT SEAL, GROUT MAY BE <� PLAN �-- ' r W'. //itR�, ,�.'j,-- ---I,-1 8 I/ I I ` •0 •• • 1 2" T CONSTRUCT INVERT CHANNELS TO USED FOR STORM SYSTEMS -- ,.., / o, .••,; ►1 I I . I �AuIEN TAMPERPR� Ih'ATERTI H7_ UNIFORM FLOW LINES WITH 11�rf 'Q,t�o% �� • r z r .o P.N A A CABLE N STAND U Uhl ANSA.?TERN) GRADUAL TRANSITION SECTIONS, Y 1 EXTEND PIPE INTO BENCH SLOPE , ,a.�� , _ le 8 1 ADJUSTMENT RINGS —"��` \--L—Trn II , �i011111111 W v— 1� O.D. SSTMANHOLE AND GROUT12: PRECAST BASE .,.,_,- 1I _ • 27" WASHER, 3/32" SMOOTH MANHOLE STEPS SHALL NOT BE _ - d }��---- 25i (' THICK, 3 REQ'D RUBBER BOOT PROVIDE UNLESS Q'fHERWISE SPECIFIED. L1012"4 - I4W 3 PER COVER - �r7-� p1 �jiI 111111INVER+iALL JOINTS SHALL BL SEALED WITH 6' I m�/ 1,�./' Ir TTTcr,rsTrQ•rr....-.,u.. 3-3/8" FOR _ mFLAT RU(yE?ER WASHER, l�lr •~�� PLASTIC SAFE1'Y STEP yos„�r.. PREFORMED PLASTIC OR RUBBER RING I��~ 3REQUIREDPER COVER �� : , �,• GROUTO OTED 0NTS RM A RMAY BE USED FOR b�—=-- - �COMPACTED3/4'-0 - �- z , .i� \ ' 6MI ” CRUSHEDAGGREGATE BASE g .---1111L-1 7 �♦ _� NEOPRENEGASKET, SHAPE CHANNEL TO MATCH BOTTOM -. d-1 77_:., lar �,V'^ STORM GRAIN SYSTEMS COPOLYMER POLYPROPYLENE PLASTICO „. ~- OMIT FOR TAMPER-PROOF Q HALF OF PIPE. STANDARD PRECAST MANHOLE .r o ti '// SECTIONS AS REQUIRED .ei/ �/yCOVER �,. 4g 1/2” GRADE 60 REINFORCEMENTf ° v �- PRECAST MANHOLE BASE (42` IF SPECIFIED) ' oCA;T IR(7N STANpARp N W' HEX HEAD SST CAF' RUBBER BOOT c =(APPROX. WT. - 387 LBS.) SCREW, 3 REQtJiREJSECTION A—AOR MANNOLE ADAPTER 'r13" CC H 3PER CQVER w - ; NNOTE; PR CAST MANHOLE BENCH SLOPE ]2:1(r SET10N3 14,NI {+ 3REQUIRED, x 1'� PENTAGONAL RUBBER WATERSTOP II OR HEXAGONAL HEAD, BRONZE OR 4AD. PLATED. EXTEND PIPE INTOMANHOLE BASE i• :•: . -`" y 12" a o INSTALL FRAME SO THAT ONE BOLT BOSS IS LOCATED -�- _ - REQ'U FOR PVC PIPE (PRECAST BASE Jr OWN '� I O %N I M1 ' OVER THE MANHOLE LADDER. MANHOLE AND 1.=-234416.,. _ _ - �C8 ) 9'--a-5/8" a Q: . • -T- GROUT SMOOTH --- SHAPE CHANNEL TO BASE ROCK - •ar�ar I. • al �� MATCH BOTTOM HALF OF ,,. �� ��.�eoi. BOLT—DOWN DETAIL AT SPRING LINE OF PIPE .,,•,,„..:.'•1-• ' • 0 PPE, (6" LAYER MINIMUM) „, [1:_ • 24 I-- (FOR TAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP TO < ;x••'?`•' .'•'L•"...',.:'- 'r<••..; 6" MIN, - 'a J (f`s�i31 30� CROWN LINE ON I2:1 • --r- 06 3/4" GALVANIZED BAR %/ c. �` �i� RUBBER END INTO KET BATTER ...me. �- II , RAM 1 CAST IRON SUBURBAN COMPACTED 3/4"-0 CRUSHED MATERIALS: \ (APPROX. WT. - 305 LBS,) 'j% A u"y t ( ,.ae 4t • • , I.: • • ..:,. •.. :�5W:Y4.r..Jaixa„Y_.:i....7,:a......i:A4„..., ui y:L,3WWi,.4uL • • REINFORCING BARS WITH GENERAL NOTES: k)// i MINIMUM 6' OVERLAP --------.---•__------.. _..". FOR PERIMETER SLAB - �� FLOW 8' OUTLET 1,) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON Ei00 548-46;67 . • -\ • 4 CARTRIDGE PIPE STUB (STD) ( / ) (BY CONTRACTOR) �- 2.) CATCH BASIN MUST BE SET LEVEL. ,_�_ -� 3•) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. DATA BLOCK DATA BLOCK ARCHITECTURE•INTERIOR3•PLANNING -- --- - 4) FLEXIBLE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. --- 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR, ONE-CARTRIDGE STEEL ONE-CARTRIDGE STEEL -• ' A 5 • 44 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE CATCH BASIN STORMFILTER CATCH BASIN STORMFILTER _� CA MANUAL FOR DETAILS. A _ ` �. • �, ,�• 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFIUATIONS: STRUCTURE CALLOUT ID CB B8 STRUCTURE CALLOUT ID CB B10 w N d •;-�`", LOAD RATING: 0.000 LB. WATER QUALITY FLOW (CFS) d.02 WATER QUALITY FLOW (CFS) 0.02 '' lik W 3 s� � ee ( • CONSTRUCTION: 1/4" STEEL PLATE CONVEYANCE FLOW (CFS) 0.20 CONVEYANCE FLOW (CFS) 0.20 _ le o • '.,. `�C�`� 1 L. - I COATING: CORROSION RESISTANT, ALL SURFACES RETURN PERIOD OF PEAK FLOW - 25 YEAR RETURN PERIOD OF PEAK FLOW 25 YEAR- ,y �' •�al,�� d UNIT WEIGHT: 650 LB, MEDIA TYPE PERUTE- MEDIA TYPE PERLITE W < INLET GRATE: DUCTILE IRON W U _ _ rt `� RIM ELEVATION 286.00 RIM ELEVATION __ 290.25 s\��y/ IIIII. 4 PERIMETER SLAB: REQUIRED (!BECK: RIM - 1E-OUT - 23) I.E. DIAMETER (CHECK: RBA - IE-OUT . 2s') I.E. _ DIAMETER °a e, • .• .; INLET STUB 284.20 6' DI INLET STUB - - _ - °• ____" •"''�'"•�'` -- OUTLET STUB 283.70 8" PVC OUTLET STUB 287.95 8" PVC N • �' The STORMWATER MANAGEMENT CONFICURATION: on .. H . ° CONFIGURATION: o+ ~ LIFTING EYE ('YP) ` . Q - -y• U.S. PATENT No. 5,322,629, OUTLET J `Q o `-S \ No. 5.707,527. No. 6,027,639, �/ OUTLET 0 c� B No. 5,624,576, AND OTHER U.S. ° x ' SOLID LID INLET GRATE �- INLET PIPE AND FOREIGN PATENTS PENDINGJ 1.0 N O 1 STUB (OPTIONAL) -.... a.71--- ' y '' • INLET p ,, CATCH BASIN STORMFILTER - PLAN VIEW1 1 SCALE N.T.S. 1 OPTIONS (AVAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST): 1 0 OUTLET STUB - OTHER THAN 8" DIAMETER 0 OUTLET STUB - OTHER THAN 8" DIAMETER OVERFLOW 0 INLET STUB 0 INLET STUB MIMI PERIMETER SLAB WEIR CREST 3,000 PSI CONCRETE (BY CONTRACTOR) _INSIDE RIM INSIDE RIM TO INSIDE JF RIM 0 OTHER: 0 OTHER: 1 7/8" 1 7/8" I-- __,.] 1 7/8" 2-#4 REINFORCING BARS 4" I (BY CONTRACTOR) .• 1 ■1llil■III■I I1IF4IIII■IAI■II 7- IliU a, FILTER STORMWATER . ;' STORMWATER - H1, cHAMeER� MANAGEMENT INC. MANAGELENT INC. / if. INLET 2'-(2.3') 3 3/4' 12021-8 N.E. AIRPORT WAY• PORTLAND, OR 97220 12021-B N.E. AIRPORT WAY• PORTLAND, OR 97220 SCUM (503) 240-3393 • FAX (503) 240-9553 (503) 240-3393 • FAX. (503) 240-9553 3, BAFFLE 0) 4 n. Wr ��r+1 �� r� \l`•' • 8' OUTLET PIPE O • 1."..� r I� STUB (STD) OVERFLOW r VARIES }, I • (LEA OIUT FILTER CV FILTER CHAMBER INLET/OUTLET CHAMBER CHAMBER 1' 5" ® L CLEANOUT OPENING - + OUTLET I ® "1 ..IN OVERFLOW WEIR +I jI o C4441 a memo C O TYPICAL TYPICAL CATCH BASIN STORMFILTER - SECTION VIEW40 CATCH BASIN STORMFILTER - SECTION VIEW B-B ® -6 SCALE: N.T.S. SCALE: N.T.S. 1 .°vi o :p 0), E P--- v co .. 4:1) C!) Q TYPICAL WATER QUALITY CATCH BASIN .� �n gri, SCALE: NTS -6--0rn CO 70, oel MINIMMEIS e CO RIC .= Can C:. • CDC• 1 0 � • THRUST BLOCK arum ! �M SEE NOTE 4 Imoco MUNICIPAL APPROVED •� 1� in RETAINER GLAND BACKFLOW DEVICE N -SEE NOTE 3 jimai C 4 SPOOL FLGx PE ---- <( Iz. o .- - FLANGE COUPLING ADAPTOR SEE NOTE I $�� \ . %• I I • .,, FLOW I I•dopiikrAilifitailir-sibli 1 1:Ira ____ , A.v______Amm___ _ twol - ' go , . .. ! d�• `-•e - �• 1• . LADDER EXTENSION SHALL EXTEND 40' /.,. -�\ CONSULTING ENGINEERS INC- , 51 SWING CHECK VALVE ABOVE THE TOP RUNG OF LADDER NOTES. �a -� w/ BALL ORIF MO REDWOOD LiNE, SUITE 3Q0 • (HORIZONTAL) VOLUME OF THRUST BLOCK PORTLAND, OR 97224 1. CONTRACTOR TO SEAL ALL OPENINGS rt' f- 6- MIN LADDER MEETING OSHA , I,,S�j - I �.I BEARING AREA OF THRUST BLOCKS IN SQ FT IN Cu YDS (VERTICAL) PH (503) zz6 3921 FAX: (509) 228-3626 IN VAULT w NON SHRINK GROUT. "� REQUIREMENTS INN II•` �' �N� -- / SEE AWARD DETAIL I I // li'Av.I •i'' L- FiTTiNGTEE 90• BEND45' 1221/2' 111/a• FiTT:NG BENDANGLE2. CLEARANCE BETWEEN WALL do fV10E II 4 I I FIRE DEPARTMENT -ATTACHED LADDER SUPPORT TO INSIDE ��1 i i`.�I SIZE BEND BEND BEND S1Z= 45 22.5 11.25• 8"MiN, 12"MAX EXCEPT 8"MIN, 9"MAX III CONNECTION. CONTACT LOCAL FACE OF VAULT COVER OPENING AS SHOWN NOTESPRc '+, • FOR 660-WA VAULT. -� C9(•� I I I FIRE MARSHALL CENTERLINE OF RUNG MUST BE SET 4 1.3 1.8 t,0 1.0 1.0 4 1.1 0.a 0.2 a, ` I . f� 7 �� I I 7" FROM I'Al' OF SURFACE BEHIND RUNG 1.SECURE POWER CORD TO SUMP 6 2.8 4.0 2.2 1.1 _ 1.0 6 2.7 1.0 0.4 # .+ �' t.;I• 3.THRUST BLOCK 12"MIN THICKNESS _ I I �� PUMP. DISCHARGE PiPING w/ 8 5,0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 l r NYLON CABLE TIES. _ ` 1 4. DETECTOR METER TO READ IN CUBIC ` _ I 1 - - ` I 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 w ,// / • FEET "---1 i--- �`!� - 2.M'WUFACTURE GRATE w/CUTOUT -� /�` �,/ r �9 I 1 JI. I II _ NOTCH FOR DISCHARGE PIPING 16 20,1 28.4 15.4 7,8 3.9 16 14.8 5.6 2.3 •�4 r6. 5� PLAN GRATE SHALL BE REMOVABLE 20 31.1 44,4 24,0 12.3 __ 6.2 u R4 B- WH►'� • 1- LAN s�3 ALTERNATE FDC LOCATION 'N i • -� WITHOUT E PIPING. OF 4 ' ( __ 245.2 64.0 34.6 17.7 F3.9 �� �_� 04, DISCHARGE PIPING. vALues BASED ON 200 PSI - L TO - • WATER PRESSURE AND 2000 PST EXPIRES 6/30/0 3-PROVIDE POWER SOURCE AS GROUND LINE-� 3'MIN-6"MAX I -" _ _� - : STORM DRAINRe OR . REO'D FOR SUMP PUMP. SOD. NEARING CAPACITY • //� `I/ \ ?\� , 1.-PLAN 18" T&G OR MS• _ '• ��N -- -\fh ANS.,,,'j, /1 / Li -- ROUND CATCH BASIN /�\.����\. \ I I � \ .� �� --r ��,.� . , vi/FABRICATED \i - i l�/l'/, ---•I 1- - `VX.,1)••�. ??. ‘.4/ • --- -_ • GRATE. , 1 ,� I ° �:IiFI: ���� - L4:,' f,�` •Atli 'N. `1-----A-- , \,\ ROUND CATCHBBASIN 4� ��o.Milil••.• I I J' ' //:y CLEARANCE ON t-i / T PROVIDE 15" CI_R o w/FABRICATED GRATE, �'��!'i,�� • 1 ,. �i�1Cl. �J'�/- �l� i • • �)I OPENED OSdIY ( ISOLATION BALL VALVE TO ANY OBSTRUCTION GALVANIZED AFTER "4 ��• �,��\�riQ�''"�` ' ��'�� ;t`'��'`('•' �� �i1�j�i • phase 'Construction Set VALVE• ' ' ON EITHER SIDE A MANUFACTURERING I IA 1 • I -- OF LADDER :) BE,ND TEE, VERTICAL BEND date June 1,2004 iI I INLINE CHECK VALVE CLEAR TO [1 ISOLATION BALL - -f Q� FITTING ROD E O VALVEMBEDNEN revisions 1 ►---a TO ANY I SIZE_ SIZE _ J t' • -� OBSTRUCTION /-INLINE CHECK .� ,� i 4'-12' - N6 30' ri VALVE %, 14'-I6' N8 36' • ^l �� _ -41111k �O_, `�/ - 1*TI (1---- RODENT NT \ �� L� -r _ _J L --_ -- I II SCREEN ATTACHED LADDER - f _ , till! t• STANDON" --•�, .,- -Ti-I • - OF VA LT TO FLR I � �..� I(r� (� 111- - ---_ Iiii."4;‘141‘1 sI i I P STAND �� i ! • __ _-'' • I��, )ll�'�� --�• • _ !L �__ 1 t+ • � NOTES• - �- --� _ � ` INSTALL SUMP1) THRUST ELOCKiNG AT ALL TEES, BENDS AND • a pPUMP. SEECONSTR. /`;/ ENDS OF PIPING 2) CONCRETE BLOCKING TO BE POURED AGAINST SIDS FOR PUMP STRA )LE BLOCK PROVIDE 1/3 HORiEF'OYYER 3) ALL UNDISTURBED ETO EKING CLASS -.�.-,..-...-.•- 000 --- ...... I I - _- SPECIFICATIONS STAINLESS STEEL SUMP PUMP. wi ����%�:r �. I SEE STANDARD SUMP DETAIL I D E VIEW FRONT VIEW •_ • . SEE DETAIL No 200 •t'� r ) INSTALL 12 MIL TOTAL THICKNESS POLYF,TIENE SHEET L1TI1_fTY UTTLf'Y BILCO •���: ELEVATIONI SET CATCH BASIN IN 4' MIN. CONCRETE .'� AROUND i1TTING. SECURE SHEET ENDS TO PREVENT VAULT VAULT • I 3 LADDER SHALL MEET THE REQUIREMENTS ALL AROUND SUMP. USE NON SHRINK ••, ll�iLTRATiON OF DIRT BETWEEN SHEET AND PIPE project# [93020 SIZE WITH FDC 11 V/0 FDC • DOOR L---1-U +. OF OSHA AND SHALL BE PROVIDED WiTH TOP 2' AT VAULT FLOUR. SET TOP or ' F: TiNG PRIOR TO POURING THRUST BLOCKING CATCH BASIN GRATE 1/2" BELOW FLOOR 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS 3 577•-WA 577-WA J-SAL, INTER CRUSHED ROCK A LADDER EXTENSION IN ACCORDANCE WITH �' DISTRICT CONSTRUCTION SPECIFICATIONS- FINAL GRADE. FROM COIUCRETE WITH TEMPOARY FORMS AND CIVIL 4 577-WA 577-WA J-5M• _ ELEVATION PO(YETFN:NE SHEETING SEE NOTE No 3 DETAILS (, 676-WA 676-VA J-5AL, TYPICAL _1 687-WA 687-WA JD-3AL. DOUBLE CHECK DETECTOR ASSEMBLY Q VAULT LADDER INSTALLATION DETAIL 3 SUMP , umP DETAIL THRUST BLOCKING 10 106-LA __. 5106-LA JD-3AL _ - _ C'' 7 • 'fit EQUAL' APPROVED BY ENGINEER v' SCALE: NTS 141 C9 SCALE: NTS C9 C9 SCALE: NTS NI C9 SCALE: NTS C9 97th AN e 14650 x 0 i' f. 9 o142 / - 9 of 2a)3 (10701 • • . - �' � -: , .:, 1 ... - .... ,' i .. •T'AT�'�'f'�� - - �� --. .vF.�. .r•aa.v..., -.,. _._. _._.... _ . ._.. ._-_ .._.... .-......_,�,.�•••��,�. �-- .. _..,•.. _., ...,ww•-., _...,.--.. ...... -:..,,_-.,.......: .......++•,•+.••--•.w-..._____,._..--,.�._-.n.++,:.._.+.Law►...w_.,....._._. ..-. ,., ,,.:w+: M71R UF*+rn+gnY• • '`. 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THO HOUR AREA SEPARATION WALL 1011 I ASSEMBLY ROOM AREA OCCUPANT LOAD 'u' -- /---' I r-- -FACTR O BUILDING I EXI _T1NGl BUILDING ARCHITECTURE•INTERIORS•PLANNING NUMBE=R OF J 1 NUMBER OF EXITS NOTE, WORK IN THE EXISTING 3UILDING 15 LIMITED TO 0�17PP;I-`S- --QED MINOR REMODEL OF EXISTING SPACE-5 TO FACILITATE DEMOLITION LAN. of NEW COMMONS. ALLOWABLE BUILDING AREA ANALYSIS CANOPY AREA EXTERIOR ROOF CANOPY � SFE DEMOLITION PLAN. � e 612 5F CONSTRUCTED OF I h - INCLUDED IN / NON-COMBUSTIBLE MATERIALS . BUILDiNG i - N IJ BUILDING MI 1 WITH NO CONGEALED SPACES W . 3 r, - - n °- — - -- -- '- - -OPENING LOCATED ON ASSUMED SUMMARY, Y o p _ _ ERTY LI E. 9 P1FRAUT A PRL\GOT BUILDING "1" 15 A ONE STORY CONSTr-,UGTION W a • ,,��-- SEE SIM' I;` PLAN -- -— i I / fil=C�11RED` OCCUPANCY, A2,1 ; v W C g N 'UR SIDEWALKS / ° CONSTRUCTION TYPE, V-IHR AND FIRE SPRINKLED 0 0 a _ d - - o t__ - - �- - -=s-_ - - - - - - - _.__ - / I ` ` o� BASIC ALLOWABLE AREA (TIER UNIFORM BUILDING CODE IO,r•CXR SF c4 N ( 1 I'� - I TABLE 5-B). 0 y a n 444 .. to 0 % EDGE OF EXISTING CANOPY ACTUAL AREA OF BUILDING I. 5,305 SF J - z ti MAIN EXIT (DOOR AIOIB) - I I I (NO REMODEL WORK IN AREA OF EXTERIOR ROOF CANOPIES (TOTAL). g105FtJ ®• )6 OCCUPAN' LOAD el; SCOPE Off PROJECT) 0 ` NOT I ♦♦ I \ ® I - - -- - ACTUAL TOTAL AREA 6215 SF o s m RA 4- I ♦` / 112 90 MIN. RATED n I 'r ; N i IC -- - J ♦` / • • I \\ / I • I \\ • SUBSTINTE SPRINKLERS FOR ONE-HOUR FIRE_ RESISTIVE p •, a♦ / I X I I CONSTPUCTIoN PER (PER UNIFORM BUILDING CODE 5O8) p ,;,CANOPY AREA ♦ // 'TING ADMIN(ASSUMED TO BE I / \\ I 1 // 98 SF ♦ / ACC Y USE TO E-I OCCUPANCY) INCLUDED IN ♦ / V-N CONSTRUCTION. BEARING ----- -- ♦ • WALL IS OK (NON-RATED) IF 10' FROM BUILDING "' `• BUILDING I /' PROPERTY LINE (TABLE 5A) EXIT AND EGRESS WIDTi HS ♦ /' i =""�— _ate...=.:__._ A21•• BUILDING /' lli EXIT: NUMBER OF I REOUIRED CLEAR WIDTH ♦ NO EXISTING OR Lr ♦ // NEw ROOF ———�I — OCCUPANTS WIDTH: PROVIDE S♦ �,Oq•I►gONB / OVERHANGS THIS I \ / I I \ ® M IT ♦ l AIOI • / AREA IL. I \X/ I i \ 325 66" 12" ♦v•, X692 'r 00/ F.-1 I // \\ I 1 // I. 1 I I�— r,\-%il (i � ® 164 33, 68" `♦ 6'36_ 3 // 7.•IJ?r�FZEA \ \ - I ♦` // SEPARATION �� - -- i> 164 33' 68" WALL �T-� ' • ``♦ //S I �� I \ / PATH OF EGRESS TRAVEL • 1/ `♦ /' I -- -- EXISTING I ♦ / I xHoo1 MAXIMUM TRAVEL �� // m�ll o',C7) MAIN ENTRY DISTANCE DOORS `♦♦ //' -- - 1 i PER UNIFORM BUILDING CODE 10042.5,2.1 (SPRINKLERCD BUILDING) `• /' IC I ) ��l -J� ROOM 110' �,� C ` .• 71' J WITHIN CORRIDOR 100' MAX. N F_, i_____I- ♦ / 4S ---,- -4 I I \ 7'' ♦ / '----_- ,10 MIN. RATED PATH OF TRAVE. ' EXIT B ` ��r � TO AN EXIT OR CORRIDOR 225' MAX. O �� � . . L____--- ,--7-1,,, ,,,,, ROLL DOWN DOOR=7Z � N . C I ST'ORAESE (90-MINUTE RA"�UNG) 1 - - I O -- A102 90-MINUTE DOORf �- EXISTING STAFF LOUNGE j I O 2 21Z 90 2-HR AREA I - - SEPARATION WALL �- INDICATES 1-HOUR OCCUPAN,:Y pI '�L -11-------11-- 11 0 IliC 0 SEPARATION WALL. NOTE. ---1_____H I r �- ® 0 1-3 9 ♦` DRY _ CONTRACTOR TO VERIFY EXIST. (�I.WALL ASSEMBLY _J I I I I IT -- y 5T0 _ r - �� t DECK 4 TO PROVIDE EXTENDS STUD IE �/� v ~ �I �y ` ? O OFFICE p WALL W/(I)LYR. GPO EA. SIDE i - .r Y♦ P n ` �; r l �AIC75) KITGIEN r YVHEREVER EXIST. ASSEMBLY -` I v J �L-.- J __,___ , IA104I DOES NOT COMPLY. - I I .: I G�'L OSET `�•• ` • q0-MINU'E I'ig5 ZOO r ©.add r---12' 1 giti la a ASSUMED I__ 1 60-MINUTE — - [�, ■ PROPERTY LINA -aim - s ' DOOR 4 FRAME _,r.. i I` I [� % • I 1-0 �., ---- `FIs• ,r • 2 GD 1 ���� I :r�11 7011-ET® L D �A , r• 4 .�..� . 7I •v I' C�IJCO LI. II E� "��2 1 (� .. ■ 1I�r '� ,4! ..../ . _ _ _.__ "' •ai REFRIGERATOR EXISTING STORAGE ROOMI - L O [EXISTING FREEZER-IC i i < .0 Al- LINE OF EXISTING-- I �' - --OVERHANG , >J I I----`---j MI �.1 --. 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SEE MECHANICAL t ELECTRICAL FOR OTHER DEMOLITION REGUIREMENi5 KEYNOTES �� REMOVE EXISTING WINDOW SYSTEM t r `°+ BUILT-IN MECHANICAL SYSTEM '3ELOW W a WINDOW(SEE MECH. DW6S) Y o 2 DEMO ENTIRE RESTROOM ' .TER.!OR WCf i INGL.JDIN6 FIXTURES W J REMOVE EXIST, -UNCTION BOX AND c r Q N SURFACE-MOUNTED CONT•!';I". CAP w. 2 F. ELECTRICAL CONP.:i I. INSTALL NEW - of BOX INSIDE MALL OR ABOVE CEILING Z `. o . ® DEMO EXIST. WALL FINI_A °' IE5 ON O Cr : N 4 KITCHEN SIDE DOWN TO STUDS. N o ` PROVIDE NEW FINISHES AS SHOWN ON .e = "' ii DRAWINGS. v 1- SANCUT FLOOR SLAB 4 REMOVE O O v : o EXIt.TING AT KITCHEN crt O DEMO EXISTING DOOR 4 FRAME - 3 I ry (4 • • • O TEMPORARILY REMOVE EXISTING = °' "' B "' THRESHOLD. REINSTALL FOLLOWING COMPLETION OF NEW WORK, ODEMO EXISTING' , . WAIS _ CI DEMO EXISTING CHAINLINK =ENGE REMOVE EXIST FOOD SERVICE 10 • EQUIPMENT, BUILT-INS, ETC. DEMO, OFF, F. FF HEALTH PROTECT, REPER FOOD - _I -� L�I SERVICE DRAWINGS DIRECTIVES Iv DWALLEMO OVERHANG ABOVE TO FACE OF O . 1 !! 0 �_ - y 12 DEMO GI CET METAL GUTTER ABOVE i ) ___ r v_---) SEC I9 DEMO EXIST. LEADER t DOWNSPOUT. I _ .SCC CIVIL a MECH. FOR RE-RCUTED ! e_.:173FF. CONNECTION. - EX. FINISHES __ TO � 1WCRK IWAIT !pia) LEGEND I I I I l'J PI I - I I `I __tip_ I EXISTING ITEMS TO 1 I, - _ III--- .Llr BE REMOVED M I 1i-- Al � ^IL �I i - �I T/ -] DEMO ENTIRE •ir CO / EXISTING CONCRETE gior0cn 8 I I OIh I 0 I./� WALL TO BE DEIMO'D, TYP, ISTING THIS AREA FOR O (V I ��44 SLAB t UTILITIES CV .� _ 0 J Lf E!'i �� CORFU, _ _I INNEW STALLATION of C) •+i 1- rn 111 LOEjo IIEXISTING F!NIC4I5 TO REMAIN TO THIS POINT. _ Immo 0 7 — 1.12 ----7-- -' FINISHE'S FINI_,IIE51I PROT CT FINISHES I EX. 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DIMENSIONS 0 SHO:rN ARE TO FACE OF STUD, FACE OF CONCRETE WALL OR CENTERLINE OF COLUMN - UNLESS OTHERWISE NOTED. . 011 ' I i 41 • .A B. DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN HALLS AS i QI QI QI SHOWN OR LOCATED 54 FROM FACE OF STUD TO INSIDE FACE OF JAMB. UU 4� I ` -_ --�- -92'-b' -- -- LL -a _� C. REFER TO SHEET A8.I FOR WINPOW TYPES AND THEIR DIMENSIONS. -� V V ARCHITECTURE•INTERIORS•PLANNING D. DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY, U.O.N. ' 8'-0' 4'-0' 28'-9 1/2• 10'-8' T-4- 10'-8' T-4• 10'-8' 5'-0 I/2" -- ---- --- / ---/ t-- - r i -- 3''- •• / LEGEND 4111k 4.11, I'-O" 1 -HALL TYPE w E --714• 180'-0" X 18 " —_'IL 2o'-b" I Q 15' F+"- / I5'-b" "-I.-0' 1 WALL TYPE NOTE, WHERE OGC IJR_5 O N " - ro •- O - r — O T — - - - - - RATING, WHERE OCCURS (SEE SWT AO.I) Y T-2" NOrI WALL TYPE IS CONSTANT FOR ENTIRE LENGTH W �,� _ k - O MULTIPLE TAGS yd /-- 12.5. I �� �� _ r OF WALL. if TAGGED WITH ; IA< J F.O. GONG. _ rs. al 4 ® D.S. r °$° _ -_ _ - __ ° 0 - - - - - . . �- ~ I _ N ` WALL TYPE NOTES LEGEND y • o I © T _� �. .■■■■.■w■■■. --- ---1..... -- --- -- - — - --- rJ. GONG. Z n -- -I HALL TYPE FOR LOWER PORTION OF WALL, SEE SECTIONS I ELEVATIONS u H "' FOR HEIGHTS 0 o, " N I { / \ IIIMIMIN �1. I G1. OF C.OL. h '� ', / \ lol= IS Q I -2 WALL TYPE FOR UPPER PORTION OF HALL, SEE SECTIONS I ELEVATIONS vo l 4 I 1 €` -/ ---- _ I / EXISTING HOOD-FRAMED FOR HEIGHTS .� -c = ti I odd { I \ O ��_ I O 1 SOFFIT, FASCIA 4 STRUCTURE -3 PARTIAL HEIGHT WALL,SEE INT. ELEVATIONS FOR WAIS HEIGHT p a = CA ' GANOF'1' - PAINT CANOPY, ° ril © v;��1 _-- _ CL. OF COL.r KEYNOTES H J x in I - 1 1411111 - - - - 1 \ / 1 •r NEW STEEL FRAMED y o • 4 O .�,� lir- , m �-. ��Gadd 4 \ / O CANOPY ABOVE I� PROVIDE NEW SGHED. 40 a N I X { STEEL PIPE DOWNSPOUT. O ,:, ;; = ' i 111 I // \\ { O PROJECTION SCREEN PATCH ! R 'AIR EXISTING -—— GUTTER ! TIE DOWNSPOUT 011:1( A F.O. EXIST. BUILDING n O PREFINISHED SHEET METAL INTO STORM DRAIN W/ NEW ■r ,� .�J WALL FLASHING HUB CONNECTION NEW ROOF DR.1,IN FROM EXIST. STEEL COLUMN, T'I'P.--SEE MOM' MINA `�1•'ti>♦�'fl•ii_:�'!�Ili_— O OUTFALL ABOVE - ',CL I3 STRUCTURAL II I �' 1• PLUMBING DRAWINGS • �� I ' SOFFIT ABOVE--SEE ��i • A I �� ` • INFILL EXISTING OPENINGS-- I! INTERIOR ELEVATIONS 5 PATCH, REPAIR, I PAINT WALL 4 i v t I A A COMMONS © I �\ TO MATCH EXISTING 15SELL , F'. EA�V J �1, / 9 II, PRINCIPAL'S 1 \ / I SIDE OF PAIRED DOORS . - ' FAT-al A OFFICE I X I O STACKED WASHER/DRYER 4 G ' Al { / \ 1 (F.G.LG� Ib INSTALL NEW 5/8' i / MOISTURE RESISTANT `r _ \ j---..\ 11 — (^ V EXISTING COUNTER ! SINK TO GYP. BOARD FULL HEIGHT --' ' `J REMAIN ON EXISTING STUDS - IF& I 1 PAINT. • � O - - - - LJCb� ® BASE BID: SLOPE NEW CONC•. if1 - !,C) Q FLOOR SLAB 1/8"/FT• MIN. AT EXISTING FINISH TO . I� I p HALL ALL FLOOR DRAINS FOR A Il REMAIN. PATCH, REPAIR, Ps AII2 DISTANCE OF 18' ALL AROUND 4REPAINT FULL HEIGHT. QFIRE-RATED _ DRAIN INLET AQ OFFICE EXISTING WALL TO REMAIN I6 COLUMN--SEE 5TRIJGT. 4 I A2 { AI10 ..t.7. f- • Irl NEW STAFF MAILBOXES W/ �■ /�Q O COUNTERTOP I LOWER CABINETS O I • 4 ��II L - O 14 . 0 OPP' A 1 f�� 11 II EXISTING DOCK TO REMAIN ir }� - . - rf I HAND - / - OD __, q' ♦ y• _ AT 2 EXISTINGGATES ROLL-DOWN O d./ M I' -13_7" 4'-4' 4'-Q' 13'-2" -4" 28'-3" TILT OPENING b'-3' 13'-9° HALL4 SECURITY INCLUDE IN j "� N ''�-., . _. - - AlO9 C F O. GONG. _ 1t) _� in-. _ -_ 'r- �n w a aTa•��aG.J WI a s f �� - C SCOPE OF WORK ALL 13 ,.T� n• __ ^� < r - III •■ A104A �..�i ' E MATERIAL ! LABOR REQUIRED , rP$. >< - _ -.t.�371 F7.1 . � I f TO HELD GATE ITION. IENTLY •_ C �, I� _N COMMONSr.� 1 it4.... �� ,� - �� f>♦ IN THE OPEN POSITION. �O p '�:1 C y Sl"ORALE . �r� `r� f^�r! pi,tm, WORD. LOCATION W/OWNER ismi , :• ,- U U AI02 ! +� ! l F�7 V . rl whirr I I I ii,"isr:o�7b � , L(-.ALIGNOQ �C'.IR }---'� • I E OFFICE f� E2'-O' iII ` Il - - 0 SEF 1/A32U FOR CLARITY ATOS u I r ����R TILT-UP CONCRETE o T7 " 0 0 I I III • .. r �- WALL--SEE STRi1CTURAL Co) CO i ���+i • `� r- -I AIX r �.�qEE ■: f _A I • 411 O 0 v) � RISER f'I"11 i,•�� q �� HALL I f TAG SIDE . '• • ���' 1 h ni u1 CLOSET �l_`- DRY A `; AIN I �. STAFF T 11 .1 ••..: ••i•V. u) E v rr A.'14 STORAGE �;�� 1R •1 Il ROOM (E) A113 _- fi♦' 1 ' .�i►�il �PP11 a) ��il �- 3" 'Z' FURRING CHANNELS V'J 4A1 i�n1 I ,gyp •' � o Ib" O.G. �; �J• Ali _---� A-T— A103 r O IIS L _.,_1, A108 • s< . .:1:$,1 . i �_ AIN AIOr�B if 7.11 � -___ Is �,�I " PLYWOOD TO +10'-0" --• 3-{7 23'-10' 7- tt F 9'-9' mQ 0 , __. C_J , P-- ii ••• �i�i I ��w. /13 I �i� A.F.F. •/��+ AI•F ' 1 • • • AI.•.A ��I RIGID INSUL. BOARD `� .a F O. NG. - - - - { - - '— I -, _ 'vim/ _ FEC-I D • A KITCHEN Ib �� 0 �. ��1, mmoirr C • 60 D5. ALIGN-�' :i! rb ''!r D A' 8 A104 1, i r.^I~-T�' •�i�l l; S/e" GYP. BOARD • (� O d FACE OF �� v�►J • SEE FOOD SERVICE PLAN KI.I < .{.�I O a WALL I to G FOR EQUIPMENT LOCATIONS • r r ' • i' v A I � 3,-O' MIN. CLEAR ALIGN 1 Ela ■■■ 1 I ° )♦ O •A ,"t'I - 0 Cn et -� Val X - _ FINISHES (� - - - IN O CO < its ii�ir —� SEE FLOOR PLAN • cD NEH HALF DOOR - i ` GIX - OMIT INSULATION ��moo ♦� (CO 5'-5" b'-5" GUST• (/ FOR LOCATIONS M • • 12'-l' 28'-3' to -- 1 ——SEE DTLS. - -——— VERIFY'i VERIF • RSM TOILET V GIN - OMIT PLYWOOD WHERE THIS WALL ■a L f AIOI H A106 TYPE RATES 2-HOURCU 73 C13 N �, EXISTING GONSTRIJGTION. N 13 V_dI L C WALK-IN NEW WALK IN COOLER• ----3 AIX WALL TYPE C-1 Q f— .-1::,,, a • �r Ir !I FREEZER �— I •I TO REMAIN RILL r,/ 4 SGA!-Er I"=I'-O" ------- ---- (PROTECT) TYP. ill r 0 0 0 .. tr, •\_.- 1111111§ MO 7----- Li- /. 4XX_ ,-�,r/ © ` A't' tp 4/4 -•- ALIGN <_ © A. f0 tiO u!I I STAIRS I n< - INFILL \ �� rt 2282 0 I • Il■ _ / ice, 1 r .Iv LL 11, 1 . - =+- 0 R TAr it • III WALL-SEE STRUCTURAL +.' ' 1 G. /, -U� ELEGT.ROOM ,•- r /-- 8• TILT-UP CONCRETE ,��„�: I f • • A A `�ilk 9 .I I /— 71;" HAT CHANNELS '• 0 ��►� A �� TAG SIDE 1 TAG SIDE I g � u � .. ;� � OF N 1 3" 'Z' FURRING CHANNELS i r-- AQDITION & REMODEL FLOOR PLAN °/ 1 �� • ib• O.G. : 2x6 sTUDs . Ib" O.G. • SCALE. I/8'■I'-0' _.... r� tt o' Z 6� 1 )v PLYWOOD TO +10'-0• f iA.F.F. 1 I BATT INSULATION 'I ! 1 II IS $ it -- v" GYP. BOARD,EA. SIDE ; € _ 9e" GYP. BOARD, t.4. SIDE 1I, : • • } ; # 1 • 4,._ id __ ,�, 1 F y AIN - PROVIDE SOUND BATT INSULATION H AIX - OMIT INSULATION a s WALL TYPE C2 oh WALL TYPE Al key p , , \A2•1 SCALE.1"=I'-0" marSCALE,I"=1'-O" / MATCH EXISTING MATCH EXISTING WALL T� WALL THICKNESS MATCH ADJACENT phase ( Construction ;�t WALL THICKNESS 7 c' '� '� '� �' date � June 1, 2004 ›.1 WALL--VERIFY `Il,1 - - — ' revisions l a ASSEMBLY �O��r i 3'/I►1z11�;�. E-r'�te� 1 1 -..�: --- s '! 'i } __._ -PREFINISHED WALL METAL, IE14.•�_ _ '� I Fi , _ EXISTING C.ONGRETE i 1 2x8 5TUU5 • Ib' 0.C. is ii i FULL HEIGHT — EXISTING CONCRETE ►�-i�' q 7J )pp i t 4 .• 1 WALL--VERIFY TA6 SIDE —� PR[7T:GTIVE METIEid:ANE, TA6 SIDE ' (FIELD VERIFY EXACT 6G ¢i �d U WALL--VERIFY PA.. 1 THICKNESS 1E" / LAP EXiSTIN: WALL € i ��€ Ditiesisi TAG SIDE ii TA6 SIDE yrs § t '�''► In Addendum 2 t; --___D €� �- 2x STUDS • Ib' (7.G • �F BUILDING PAPER TA6 SIDE € ,. TNIGKNE55 TAO 91f7E 146•• o _ / ' PLYWOC?C> ': I.€ (VERIFY SIZE REQUIRED) i °. •+,, it•e �- 3' RIGID INSULATION -- - • •..... J , i " �" HAT CHANNELS • Ib' .moi►• 2xb STUDS • Ib O.G. 1 1 ►.' i i _ I, . OG., EA, sloe ..- March 10, 2004 : - - 1NG A5 REQUIRED r ►�.� II► u ri.s f) .1/;. _ _----- FURRING AS REQUIRED ' - I >~ ►.pit ' '��. STUDS• Ib" C:. - �► BOE i ��f 1S PLYI"IDOD SHEATHING 9E !� GAP, THIS BE ►��t 2x S O 1 I 5/8'PI YWOOD. ri c $ (VICWFY SIZE REQUIRED) ' IOW€ SIDE �_ - -- -- } ►.i GYP. BOARD, EA. SIDE n !—�► GYP. BOARD,FJ1, SIDE 1f ' ° GYP. / BAIT INSULATION 1 I 3 ,(>* GYP, BOARD, EA. •4-: i 14j, i (2) LAYERSt . -96" +-- BATT INSULATION ; • / BOARD,EA. SIDE �f , ,11 ii ►.i ., ,,... :� - %" GYP• BOARD,ALIGN } _ f FINISH CAFETORIUM SIDE R II I ! %iii i -- - WITH EXISTING INTERIOR ; f " GYP. BOARD,EA. SIDE I ►.� 2xh STUDS • Ib" OG. FINISH. TO MATCH EXISTIPv P, ,I ►�� • f/ -- .Y-1. _ ;;• project# I 03020 I I , . Z A 2X - OMIT INSULA-nON ON 81 REMODEL FLOOR PLAN 8 A5X - OMIT GYP. 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',f r ,h,r * • 7 �r ,# 1:•.• 1 • Y 1 ,.'.'1' t •� ,. + {• l,. ..,..,: ,.. ..�. ...... _,,. .. .. ._:_-.«.-.+..,...--.....,t•r..+•......w"-".��i•.•.c..rr vi�...r.....w��rwiuww•v.:w,Mm4iMY+NWIf.x � .,...... ,. i.,Y,IP."Vfr, :.. i.W�dii'.WlioaJ.tin'.,O-, WW''LYdi,•x .+.. a��--+-1F:u�.a>w�'.e+"w' ,wY�..._.'.i:_-.1.,. , If O 0 0 6 1()« I ARCHITECTURE•INTERIORS•PLANNING I I I I I CANOPY PREFIN. SHT. BELOW MTL. BOX --.T-- an GUTTER TYP. o ---- - o 0 0 H 4 PREFIN. SHT, Y o O d MTL. LEADER Tf\\:\ I t4.0 � I I W 1 D.5 FROM co a. 411 . �_ __1__�1 _L1L_L__. _ 1 _ _ � - _• MTL. ROOFT CANOPY 0 c, . �, • BELOW EXISTING ROOF CANOPY --NO )1° HOOFING WORK THIS AREA. '- i" PREP I PAINT ONLY - 5EE ..e o 4...., NOTE-5 AT I/A3.1. 0 4- C7 0 O Z a S : co 0 o • - • — _ — - --' - •q- ---- __ D — N J ; n 0 Vial O, N m, 1 A I �. D� /EDGE OF. PIPE EXIST. ROOF MUNI trip telk -SHEET METAL FLASHING • -- \ I I ---- JUNCTION OF NEW BUILDING V(/ �t 125'-1' II I EXISTING ROOF ARF-A. SEE ^ 1 1\\//I BOD6CG A4616` 11 7\ • RIDGE I II I. le EXISTING OUTFALL - INSTALL — — / NEW ROOF DRAIN t OVERFLOW / PER MECHANICAL DI'YS STANDING SEAM ----Ar eel MTL. ROOF LINE OF WALLS I Cr) ENCLOSURE BELOW !FOR MECH. CHASE `` ,, I I r2'-2"FIELD VERIFY O - SEEIA% , ,ima I V am0 118'-I• Ili (L1��`+p�Ai'pi�!i�iG,►i ►��►$iO�►��y .' ..' i. .�4►�45It� o I c_� c' B.O.DECK PAIIIIIIIIrlinillibliiiill ' 1.Ii1'�4i•►�/�1 a�.1►11►♦►i.0.►�� 4►1►i.►\��/1� S J�L.J�vrirfi�r��.J�LJ�L.i_,w • LINE OF BUILTCJ MEMOC 2'WALL BELOW ROF,, ! P�` ---- -- _. D.S. W/ NOTFCD J=FHT. MTL. _�0 O • +� LL I .AJNGTION OF NEW BUILDING SPLASFIBLINCLUDE IN SCOPE OF ROOF WORK THE FOLLOWING: I ® o ADO TS D.S, lil-9' �' ] i W/EXISTING ROOF AREA, paCB O DECK ( c I REMO JE EXISTING EXI-1AUST FAN AT KILN ROOM ircs 1 PREFIN. SHT. 5AJRA DUCTS NSEE MEGH. • - I.. . .... . ... .______ .8"MTL. BOX - SEPMECH, I1 ' / ROOF LADEROPENO (PEAR BAND ROOM). ♦ ♦ O ITER' TMP. TRAFFIC —� 1r: ,i > GRATE PLATFORM O PROVIDE PREF'NI51$D SHEET METAL ROOF GAP V I . TmOir Cl)CI) fEl% • I PAD+TYP. n Ir ;'jc I PARAPET. SEE_ OTO COVER OPENING. V Ih ; Fr; INSTALL ROOF CAP OVER EXISTING ROOF CURB •-% (E) RTU OAT FAN. C Iel tx ; ..L INFILL ROOF FRAMING t , CRICKETS " �' ,.Ati 4 t : �• BUILT-IP ROOF BELOW p 111'-5 • I �� -•a •y1 - PATCH EXISTING ROOF O CAP IS APPROXIMATELY 4' X 4' IN SIZE. B.O.DECK t • .._, :_ ��t��� -n 421 _ —. - I - - r trtM (WORK 15 NOT SHOWN ON ROOF PLAN - VERIFY IN FIELD) C IIS'-I` PATCH/REPAIR a moo `V p T.O,PARAPET SCUPPER kV t EXISTING ROOF AT 2 IAO PLATE COLLECTGR tr.,. INSTALLATION OF NEW if) HEAD AND BEAM - SEE 51R11GT. EXISTING ROOF ■O ' CO .� DOWNSPOUT I 1 AREAS - NO WORK • I ..- PATCH BACK TO a Ems ,*+ii=i1 co• ,,If.,.,,,*` :',...,'14;4•44,rk y�c , i , cii "Ci '`i I INSTALL NE EXISTING ROOF -1..-.J CO ',,7' a4�'7 ai a :cif°�.dStJtia'�. C"yrr r�,ata, y SCF,:W.J3`d n {° i���, 5,tiib „', r.7;r��s ,/ ,t �� a'be- 4 ' °4q '-,4 ,G tea y *al,a 9 TOCRICKETUT - II MIN. 5' y TO GUTTER t 22 • O s,a„ + +,� , + k i n a a DO►"d�5P0(1T �� + (17 �z4v , fy. ,`�� d Y Y d-,t b till, T ' in/ ■ s a 1'"sth'3 Lq kn2,ad y R3H Vii"+ �w ,,�.1. �, ,yf { ',>m! • �z 2 EXIST, v C r >14,,4• $it I I r .0. px<: y n _4.4,b.ari,,w8 , 6 1 .t1 EXISTING B-U "d 'l ./"J +,F, w ,'S MJ•.la q 2u"V' 4..1 T •-..4 5 i gy p r 'M 'I' •f ti'' 0,�yY i, r... t, '��4 / +PT' ti4, f,}y ,• 7�4 irj Y ,11,,„ i y ,Su',r � � !�', x 1iP, B t.,14•4".,t?6:z.,,;;;6,,"i S r +sF ty kt i a „ t T� ,Wti rt t x s l ik a;ta,s �a „�� b}h ROOF TO REMAIN i SLOPE Nyi1 ' '`'.-`4:i:%' fl aT y�e dxrt n l` tYy I I '� i 1 r > o'1 x t k tAfi 7.p t �� , �' • q G'' ,•Nor 1: 1,4;,,,,.n Ggh,,.!¢ ,�q-, t,qi,.� NEW MTL DONWSF'OUT 1'xS .k f!%'af+ J t 44,"; x ,t�q+b � ` ! + � i 4-`i + - ">�rj,� Y rp j Y•ttl ,a % et r3r4> , u >"rW sl+`r �t}*r t i ,ri a s� ' 'n1r . h +n'A"¢ AT SEE EXISTING MECH. GUTTER 1 ' ! \ EXISTING as 1 •t 4. t� k..t.1 i {� � µ�i Sw� �w� 1 7 Y r y >`"4 t9o1��� l eNln:'itiE I +1- 24° C�j1) A )0 u ti 45i, , , '-'1.' r , ' ,'� y' I .y '•11[-I • �; I,, • tie i It. 0,,,, •'..14i({ �,, ,L ° 1{IY '.'' •y %,,i y,r 't lk,ft ,7. n. EXIST. c.') >)' •/' 128 li e�Ft g' I.:,'.+ t. r p i,�, x, , EXISTING II it/ SLOPE1 $� (di 1 ...r, 1N 0 F 0°"''. 0'i c"‘,.4.'•'.1, I ,.b, , , 110 . , ' •, , ' •,.•. .• - . . - ' '-' ;'.- :': ..,.k,! •••• • • , . . �j i P`A4 ++• ♦ORtb , 1 Illy •,c� , . moot, (d, • ! •i . • Aillk ROOF PLANAim - No GALE I/8 M O 0 0 4 GO 6 IFd I - I I key p I • n • NOTE. PECK SLOPE AT NOTE, LOCATE ELECT. . • -• -. - CONDUITS ON TOP n ROOF • X -�/ MINIMUM °J/1?" PER FOOT CANOPY �� �.- — phase I Construction Set d SLOPE TY►'I A_ '•► Li a+-i I n�.03' INOTE. ASSUME 100'10" _ A51date I Jun@ 1, 2004 XI1•,10' II•.10' trr;,' 110410' Q T.O.GOL FIN. FLR. ELEV. AT /MMONS - 2f TO.COL ��o GOi_ T.0444.. 8 10996'�I: I/•,9 - _.._ al T,O.GOI_ } a Go revisions Q .�. / r,' • , - ,-LE-PL • iO9.11' Ic 1/ .. I '...' .,. MEMBRANE T.O,GO 1 \ T.O.COL I t I AT CANOPY' Addendum 2 TA ^•' -- 109.50' i ' s' • 141S, ---, d tri T.O.C.OL •SI AP • i �`. . March 10, 2004 4:0 _ __ . _ GUTTER TO I •r•- � II.; � ? t , D.S. 1 +.r I ' ® CANOPY D.S. T&UTTER TA,CC� teh T.O.COL t-~' CANOPY r v4 • AA51 t r' Ii SIM ----...� r Mt- BRAAE - - -- ---- - -- - -- SINGLE-PLY- it add i- _.. _. L� Project# 103020 ROOF AT --- --- as. 10°1.50NeThi ' IF." I/:. •, I•. /, 4'' •a Ti• oNOTEY RADIUS ORIGIN POINT, { T O GOL tr/I►' TO • CANOPY D 5. TO-COL ROOF PLAN ..• o T • A,COL 18'-A" SOUTH OF GRIDLINE '4', c, W-6" EAST OF GRIDLINE 'C' Q A51 2 add 0 A5 9/11%Aye 14100 r... I'� (11701 A2, _ . . 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' } ?1N'•' 'I• '.e lIM_J.I.- '!'IbiiEl� IIMfARit .._. - 4,_.„_r,, a .,�•, r... .. .;... , . :. _ • • 1 IIIY ay, S:Ygi�t ;•r; r r r. • o • . 1 tJ , 11, :5 '' # , -%,'",41. 1 iN,}J,i .4 1; t F ' t r •IIt4, , • . 0 0e 41111) __ Ioii' i • SHADED AREA' I I I 12 I PREP 4 PAINT ENTIRE EXISTING ROOF CANOPY, INCLUDING CANOPY SOFFIT, - - I 5'-7" SKYLIGHT hELLS,STRUCTURE,PAGING. -• OF RDGE ARCHITECTURE•INTERIORS_40 Li____, 11111 11111111111111111111111 II111111111111111111111111111111111111111111111111 11101111 i s . ♦mac s� A .., .a_'G.'••:•':'r ..r ..,.w'�- t r�rv:•• •".."•••••• Cr) m s ; cf !$AF. drn u;a :w. Vic:. . -. _ :6. • ♦.ma®^ y' ��� w • ,... _ . —� I - -- — —'--- •- - - - - --' 110,_6„ W imi I IN-_ [''-'-'-' 1 ,ii ��pLJI-_ Er1 __J j� i 11 ® ��in li nom• -- -- TOh OF STEL W - 1 4 -- i I i I Ci 1[---- _i !1,1 1111.111 WEI/IIIII NM Mil 1 ' 111111 ..,' 1111M1111 _ ti O O O O O O O O p O p O - - co ... ,., . MOON FI &. o NCS it IllaPe J 4 .c 1 EXISTING ENTRY _ EXISTING ADMINISTRATION NEW ....1s A WEST ELEVATIONCD 1 a M v. ® SCALE' I/8"=I'-0" 111111111111111111 GENERAL NOTES E3 A NOT ALL COMPONENTS ARE SHOWN ON EXTERIOR ELEVATIONS. SEE WALL SECTIONS, WALL TYPES, AND DETAILS. B ALL EXPOSED SURFACES OF • CONCRETE TILT WALLS TO BE PAINTED NL'ELASTOMERIG COATING. - - -. — - - © - - -'- - - - ■ • __ _ 125'-'1" KEYNOTES C� Q TOP OF R.IDG(_ 0I ALUMINUM STOREFRONT SYSTEM 1 c` ♦j / O O / II 1 PREFINISHED SHEET METAL LE=ADER W/ h T5 DOWNSPOUT ~, PER MECH. �-:• • _ , t ' �- O3 PAINTED STEEL FRAME CANOPY W/ `''' .' •" '',Y' .V<• ` I - • - - - - _ - - II -I" METAL ROOF DECK,BUILT UP ROOFING 0 4L r y „' '�• r �`,�' I. TOP OF PLATE(PARAT] fite 4 POSITIVE SLOPE •' L. - 0) 04 PAINTED STEEL COLUMN I I 1 r - I EQ. - E� - - - _ _ �_T- N- _ TILT-UP CONCRF'TE WALL W/ CAST-IN - �� -.: ..��,,,_. ii ♦ , CD 05 REVEAL JOINTS, PER DETAILS - 6 _-.- 1. _ - -. • ------ - _ M C9 1 I 77 O f... CNV (�LASTOMERlG PAINT FINISH ALU 0 0 IJ • 1 11 11 B B wok 0PcovE�INISHED SHEET METAL FASCIA ii1 CO ii,____ ,,,.._1_, _ 1 a. 0 PREFINISHED SHEET METAL GUTTER �� — ` �■ -,� w=". - ---- - - IQO'-0" �...1 FIN. FL ' . ® /1� O 4 O W CS o • O � - . .. ..'•.. ' ���� 97'-O" O FRAMED WALL O DUCT PFNETRAI IONS I - !` 1:3- SERVIGbOGK W./ PREFIN. METAL PARAPET FLASHING I (FIELD VERIFY) 0 O 0 COLLECTOR BOX W/TS DOWNSPOUT• I V amC aT v PER H. I_ CANOPY COMMONS ADDITION STORAGE ADDITION I �/ J STEEL FRAME ROOF LADDER I BEYOND -__iii CO) EXISTING SERVICE AREA BEYOND CD W CI PRE-FINISHED SHEET METAL COPING d SOUTH ELEVATION : SEAMSTANDING METAL ROOF SCALE. 1/8"161'-0"" .� �' 0 PREFINISHED WAL. METAL ON FRAMED 11110 0 ul'� 11) C INFILL WALL - SEEDETAILS c41ca CS 2 c 1....., , C (..,, 0 o . c:, c--;,- imkb ..... ,... , _cc, ...... 4.. 7:3 cs c.v., Cti I 1 '1 - -- - - -- - --- -- - 125'-7" C 45 0 - r ., i Ii I 1i TOP OF RIDGE z3) O CU i < • Q a I_Ii 4 IT 1C 1 - -- - - • : / IIII ,� - _ 1 - - - - - - - - 115'-I" 0�• �. b 1. TOP OF PLATE(PARAPET) � `Cf FL ,_ • - i 1 _��. ..� - - �� 2282 ff�, pia ---='"". iiiiii,-i .. • A 1, t• .i ..... •• - 0 —- �� Tr�4': ; _ irfir - - - - - - - - - -- - - IOD'-O" O FIN. FLR. y .,,,,:: TO!Ill li . .. . , . - -• SERVICE DOCK (FIELD VERIFY) . I (E) GONG. STORAGE ADDITION PANEL '! J: © EAS-T ELEVATION Var SCALE. I/8 I'-0' 5 0 key plan 100• i. 0 – – — _ _ - – I - – -- ! -," phase 1 Construction Set O TOP OF RIDGE I , Odate l June 1, 2004 0.____ 0 revisions 7- 1 ol t *�-^-._ �. 11 '-1" �_ -..��■ I '. �� ,. _ - -- - - - -- TOP OF PLATE (PARAPET) I i It II C a.�4 Fa--rt. ..�' Ijj — — —— _ _ TOP OF STEEL _ _ • II f �l i. II I C II i -6-,L , Loo'--QQ ro' LJ _ _ - - - - - - - - FIN. FL-RM # 103020 --._ ES?EFJOR ELEVATIONS i 8A SCOMMONS ADDITION BEYOND ADDITION 9/11iAtc 1,1(00 g -- BE P2oo3-oo7ot ■ -`, 1 !�, NORTH ELEVATION I4 of 42 iSCALE' 1/8".1.-0" e : y - - - - retM�roo�M�Mul+r n rola�.ew«►.�+1.wad,v.,yrlw w wr wM .:•wwarews""w • , w . 8+ab+lyYmrttwm�+Mervb',c.:" - a. -'.. '• a k :. ,41. . t ... - ,.;... ,•.A.•w,.nay,.,y,,,...... ''."...'"'• n.,w+,ww+xrw.ww••.,.,w.7sw,...•+.n...,ww�...,,.. ... .....,...... ,.... ..T*r^...._...._-.,..,.»._.....,,+...,�..,.._... _ ._ _. __..-_- _ .-_ -.. ... —._.• .. _ .. �I' .'' 1.1.4 'F +.._.- - --... ._._.._ ......._. .. .-".—er7"+ -T.ww,..�r�+o,._.sr• w;.�.^,.K Wy...-•.. w•r'4YH....,,.�,.... '" > .«�....... .., ...,..,I'i i .M.: :.,.i. .+"MN.iG . , ....... ... ...AJLAF�W,:.,:, "�a.-�,ym4 -.__.. .. _....-«..-._.... _._...,-- .........-r. 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I -- ------ _ -- — — __ I-gg I. — — — -- — — T O.GORG.WALLAK) mr • _, STUD FRAMED Ptc'N1' to v o \• \ / WALL/MECH, C, iF , \ V _7/ ROOFTOP MEC ______ H. UNIT W '� 3 1 . --A-___L_- • T.D.I'LK- . ,' - • IL , 1.--- _ _, I-- I Qh 1 _ , o .ten COMMONS i I I I . h AIDRY I U) • . S INI STORAGE' Z V O. A� I I \ 0 r — I �i I — — — — Qp-Q s :=== - -- — Flf�.FL�r� '.J 3 ' I J h -12 %MN SIM ...., O,1' . ,...:, ,n ...: . : a BUILDING SECTION IIIIIIIII wr SCALE, I/8"=I'-O" o B 0 - 4.. V I -EX'OE'ED METAL TRVVSSSI S - FAINT I I ACOUSTICAL '1ETAL • ,/ DECK - PAIN f ' Iall 1 4 - - - - - - - — - - - - - - - - - 125'-7" T.O.RI • LN '''..". .d'....‘" moll I / .."••••••• 1 ...111 ( CD ` / - \ ---- \t -_ ' / NEW FRAMING AT woF 7.O.CONG. WALL .�..� 0? - SEE SETAILS .U N EXIST. FRAMING AT ICO ROOF - SEE SETAILS - - , O ..1P t� f ....' _ - -I — - - - - - 110'-6,. v/ 7 , I - - (T- -� -- - - - T.�. STEAL (GANOP ) O im coMMOM� /� n� CI { I I AIOI I I KITCHEN KITCfEN I `/ CD 6 ,' j, Alo4 ••. Al 04 j O 13 O •p I I --► — I —I i — — — — — 100'-0" a) 11 11`■ OFFICE FIN. FLR. I- L.. . .) --L- --1`-' ....... cf) ' 04 BUILDING SECTION 111: ° }_._ Up ping, I SCALE, I/8'=I'-O" ■— I Cu UP) CO o a o 0 zit 01 0 ,...., ■.. i c,GV. • EMIR222; , •,,,, . ge----\ 1 I 1 MI ...1 ._ ,2, . . ,,,,,,..,,,,,,,,,,,,,,,,,vp„..,,,,,m,,,,„.,,,,,,,,t,,.,.„. I+' 1 r, .....,,....„(--fa F. Q a. II I 125'-i" • -• -- - - nr. ;:,e ,rr: tuk•kw+m:,v . . sc� -B,wow7-77' T.0 RIDGE y 1 I II ,f • 1 i1 t 2282 A I, 1 a . a . /? , .L•1 ` • I r,; rf" I o OF IS' .$ P�R,�INtG, �' , r'i,I ,SAM *te^' ,t • ,!,,-.7,3. • ,.41‘'''r',.!.'4,;';'i''','''•‘'.'. / O . I COMMONS•�• I p I Ala I I i G.K,T. tIi-T J r414 b i 1:1vy Y v ', 7, i'•7..' d,6 i rw, 4 ts?.4w +'�''-'i�.t� '`•r t 100'—O„ 1 -- L FIN. FLf�. N. d, BUILDING SECTION Nio VV " O %i G . g 0 0 ' ,..Yt ftt.,t,•t;+.k iX.'.u.u,M 0,0,*ffi:l1'L'rt,',1.lF Yiwc." Y.N 4''4, ra'1 P 1r key plan ;f . I' phase ! Construction Set r v �� n .',••'•,'....„'47',07,4,-0, ('Mb �,.•'„, >r 4w�I AIP4�.,/,,..,,,,,„,is,,..;' I , R ",'„ .. r•4 q,,` , e .021'1 is -- 4t,.rr}xx I. },t s C r. ,,. r: 1 1 A q , x 1 ,:, 1��p 'fk I I R 1r x fe 25 ',.4 ',,', ,Y.'••-•41%,,,, ,-•,',I larg'' r a't'+c• I fa,' , ..:!1;-',,,,,,k�r,\i •„a• yn IN I date � June 1, 2004 revisions] I �. , I � I A r I . w w wa, w w w w r NM I e • % fi' j_______Lt ! - T.0 F3LAT (PARAPET) - -- . S •r •'t• I• r p t # I 03020• R ��TAl:FI Ith Ave I4( (J — . I I • S 00701 . Roots ;! cr�lGe Tl �tIr2oo;AloeAlas I Aloe I is of42 BUILDING SECTIONS ilk T, 8 ' , lip • . (--3 ' . ' • --- ��� _11 • < I ' N , ' h I I.,i.'1Mf 1 NOTE, _ ` • •., .. .. I - =' , R L. SEE DWALL SECTIONS INTERIOR ELEVATIONS, A3 . 1 0 • L w ■w — w w w w w w DETAILS FOR COMPLETE INFORMATION. ` J AND BUILDINGS C' . SECTION SCALE, 1/e.E1.-0• • • — — .__ _ -..�.�,;. p TIO K WV x ,., •. ki r• x. ' ' :.,, ' '':;6('-'41.404...' +y• :', ,�+w*rwa ._,.^,"w.._.. ..�.-+ r+n+..n v.+ .. , 1 ,it .snit „ r• . � IIIIIIiI1111HifLll1111111 111111111111 I ���+. r `..,. ,Itl NII IIII fl I III III IIII 1111 IIII II11 IIII IIII III Illf U11 I I NII II II 1111!111 1111 IIII UI III1�111 IIIIII�II II!,1111 1111 11 I .., III nl � a I'I�� 'I IIT I � ' � � :� � � - � ,�a:��: s . I I I I I I � I I � � I ( � I I ' I i ( I ' , �� ',' LEGIBILITY STRIP Crn I I I 1�o III I�h I i. 1�1 I i I 1 �I Iu 11 ' I�lu l: M 1 4 ' • + • -• , al 1 Id fly I '3 IP 2C 21 P2 I�3 24 2!. 2A 27 2A .A 30 • 3 (I)/ 4)(1 . 'I I10. „,, , : ., ,;..,,,,4,4,5, , • • • 11 0 ....) . ..• I . • - ' 71 I. • • . ' r . t. s r. : • 1 • V rc . y • • ; ( . , • r 1'. • •.. r. �r 1 . r AMIIIIMEMIIMMIN AIIIIMIIIIIMIMMIMMIMNMIMMIMOPIMIMMOMMIPI ' 11101rit." • .n ....,, . • .:tr.,..f ,,4A, , . O. .. ;'.c'.''.. L!v'•',* 44 :4;:,, • , ..: • .... ,,,, t , ,., ,,,, ,,, . f ,t ':,•,,,,,,f' ,.., ., . , . ' ',,,,.„ ,.: .• :,,..',;',•,••r... _ _____________ . . .7....----:••-•-...3--- -- .-., 1 0 , 0 ____-:-_........„-........".. , Qi , „.......,:„........_ ______-.....,.„...„.... .....„, wallii---;...--t• •---......:71W1114•:::::::•-•7:---------- - ' ••••':;;-'"4/101. lir: .,;:;•-14:-....-` 4,7.0 Ammrs "ri' 1-- 1()1 II ---- ioalp-- --...--- .-- _. _, ...t.p..,...jog ____-- Altai --........„. -.,......-____ -------"rialliiiee--"•4::Ztrs. -:----- ---;.:.,-.-,...•:•:::;:.: " ... ,.....------.-- IN%ii,iiii:';.;;.•••,..--- ...... ores---,,.,...... __nor- „....;••.;.... ----- \ Ilk ar 4;"..•••....,.-.---- __ li w •s...:........ , . ......_ . .""W41111111;111171 41;ii.:,;',1 {46 r .•,„; .... .. , ...., I , ,, : ...".t-----/ i-------._ i.... ,..,.:-.. ,., ,I3,-26LO_ _ tt.:Tiii ---. ..,•::"6i.00:1"`" -- ---..' \\\ ARCHITECTURE•INTERIORS•PLANNING \ / - --- STR.I.X.n.JRAL FRAM11.4-, ---- T.0.0 . f:.• :a •.__144 j. oli / I 1‘ ..• ..1 VI ...., • _ % _ _ • .....,......... .........-...._ • 9 1...., _ L7=11/11111MIIIIIIIMIM 1.1.111. .. RCP 1/A6.1 FOR LC.X 5. 4 EN" .....-.........---..........-...J 5/A9,2 FOR OILS I 00111 ow-. ,it-____?-'!_5: . I Aft solo 11.111 ri----2'-5 3/4'"......- .. -AY k --7.-- \ --• ••,•• ,. WY 400 1.11 ' es- be ----___ t.. cola26:N,2(.t.40.1!.2TON51455AFF.TANG'iti,./sLE --z.... - --\\ ,, __.......,.......... _:._ __ NOTE. ., P. 1 ,, . I \ - -- . - "4. • MAIN SPP.NKLER LIMES 'VS C BE . a \ _. , . g 114'-10" op . 1' ' o 0 V) LOCATED IN SOFFITS AS 54-10WN • CNI ,RI - '..-- . - -........ - .... ... .4-... r - .. 4-. - -- - T.0.CONC. tk ___\ ___ _ __ _ _ ,___ _ • ..- - -- ....\_______ ____ __T-DORDo.r. 1N.PLUMBING A r)RAHT E NT 1 T 465ME t HAM CAL r IM c. a \ ' • I ..,..• i 1 i•ar-t 1•-"a• 14""Ni "J . ' , 1- - -, , • " w i g 0 Ns 6 ' I I / \ 1 , . . i .P 4 t.__ 11 -..- - . , P iel 'Zjri 11. I • 400 5 131 35 • 16" -- I/ i g . SUPPLY IDUCTINC K. - CO:."4PD I NATE LOG. kV 1-1ECHA'41C.AL .1F AW I N65 III liJ c.1 z I c • i \ / 7 .44 • ••( / . 1 Wil . • rt: ' ...• \ •. I 0.C. TYP. AT ALL COMMONS SOFFITS < k_ / . SEE ROO= PLAN FOR EXTENT" OF PATCH WORKAT INTERFACE OF Z ... cc4 ;I c,- ; o " g ..,..R , / 0 A:. • . 1 le .....__ ___. .„ ......i . 1 ____L___ •-•• ••• .-":.......c : • • Il \\ , if, / 0 ,,, (NA P.' ,Il C4 nt . : ......._ ,...J. 11 .' Ank ----- , -- - EXISTINry FRAMING TO REMAIN In •- -c .- •-, sn ° .4. . Y ill i _ _ __ . II' • Z ‘,...‘ 0 • 9 I - - • I "9 i::::.::ma , CD 0 il I I • i••• • li c3 z 41 !? ' 7 I if N .•i . 1 li 2 : I C.................L:1 I .• .??...K.:•.....................".....,.......,. ,• -I --- I . ______ I 4,_______,,,_,,,rxr,F4.,. 4)._ "1 1 \ I _, it r•• , • . +Awn \ NOTEI COORDINATE •''' .• . • -... ;4:--.-. 6.4 PENETRATIONS AT - . LSlim rmji,. ......... 1 • . ... .......... m g . CA In LIM IMMIE MU 1.11. 1.110 SIM MOP SUPPLY 4 RETURN AIR 'NA : Jr . -••• -•-• I . I . ... • „.........._ .....b.-/3" .s.. DUCTS .: 1, 4'-4" 444-4,--1.,-- ............ 0 •176 :.; ,...A { •i IT ••• FOC'''. --Alt L- ,•,'• • +8'-0" -4C-- - k• , ---- .......__,. L2x2x20 GA. ANGLE ----"_,-"---- ' tomm 1•11' ' •m•I.-....' CONT, TYP AT ALi 4'-0 ;, SL-3" .4 • 1 . . •., NOTE: i i 4 commotis soFF I T5 - / IIIIIIIII . 21 COORD I NAM - • !?1 '.. / _ - C,01 L.NG DOOR TRACK , LOCATIONS OF RIGID I NTE RMED I ATE ---- • 5EE @ • INSULATION. 31. 400 5 131 33 INSUL. REGVIPED ONLY A ; • 32" 0.0 TYP - ,, • WHERE- GONG. PANELS :. • ..... C.400RD. I''''-' '.------ -.--' - : I EXPOSED DIRECTLY 7A, COILING DOOR I • TO EXTERIOR 4 AT . 1 • MEC F I. cHASF_ (SHOWN)- EQUIPT. : TYP. ALL TANELS. NOTE:... ''• SEE WINDOW FRAIE . ' : . • -- ELEVATIONS FOR DETAIL ...---- CALLOUTE, -DT'. - • 1 COMMONS DRY • STORAGE STORAG COMMONS '-' I I ,),..,..,./'-----'.- COMMONS COMM01.6 KITCHEN 1 ,4 E • r---1,4 ALL_IA .' •,I Als=72 Le.42_i .1 3 I LAIOI I A101 FATC31 ,-NOTE. • P; ' 1-•- - NOTE: . ,. alli . • .. : • SLAB SHOWN FOR BASE BID SLAB 51-4OWN FOR BASE BID V'II/ a • CONDITION. CONDITION. 41‘. 4. , SEE DETAILS FOR DEPRESSED I / fili DETAILS FOR DEPRESSED .• •; . SLAB e QUA.RRY TILE / 71 / (ALTERNATE *I) a, SLAB I QUARRY T1LF (ALTERNATE 41) CY) . • . . , 100-0" - -----• "":-"'''r" . wl. • _ _ _ .-.....:.% . . -7-3--- 1 . • • •• ' •• • • • •• •4 1......v.. . --TIN. FLR. ‘.IIr GI . . • • • • ' A . , . -Vk.....t.... ....J 0? ' !.• . .• •• 'V' `• :* I I i • . •. .• .. .. ...„...._. It 0 co ' •' ". ' . I ' • • • • • '4 e•. •*. :'*. ,:•*•".; E.1 1 i " . • • ',-----I NOTE - : Cr, ,••••••• r••••• U) °) ..... .- • DASHED L INES IND,CATE 2" ...... ..,. ...,.. ... .' ..b' • •• • DEPRESSED 51 A3 FOR ll eql .rm... C 1 • • . . CJARR" TILE (ALTERNATE *I) 0 a), 4••• •.•• •1'd••...•' • ' • . '1. •• • • . 4• TY19. ALL AREAS AS n 22 • . -... •N. A • i.:. INDICATED ON SHT. A2.i 5 (1) ....... 0 • • mia 0 - i .• • • : ...•:..'..... . . . . • . 1 . ... -C c . - • &or . _ WALL SECTION __ WALL SECTION WALL SECTION WALL SECTION _ __ ____ .. Ez) C13 .2) 9 SCALES I/2" . I'-0" _ ei, SCALE 1/2' .: I'-0" 0 SCALEs 1/2" = I'-0" 5,2 SCALE; 1/2" = I'-0" ma ea ss....... -0 •Nowe CO 2 4 Ca = (f) 8 1-- -.. . . ,..., milma II Mal CO t•4" • I ;Mini; r r r •'• 2:-...:.• L n• ti 1.. It.,..11 sm. +a --c3 (s e..„..; 10(....: ... :''''.°if a Nem CD 'NIIIIIIIIIIIIIIII Nom. I• 11 LIMO ., Lc) II •I !I VIZ MO CZ i'15 • I . MECH. FASTENERS FOR ROOFING SYSTEMS TO BE . il: mt, ‘..-.5) LCD° c(1). • Am . 1 ARRANGED IN REGULAR I ... ...., 1:::1 0 PATTERN, TYP. ••• I "1,42ii* Fawn ict I.... .• OPP. • NOTE --- -- MAIN SPRINKLER LINE-5 MUST ' -- _ \I\ __i _ - BE LOCATED IN SOFFITS AS • ---7- .. - SHOWN - COOKDINATE Hrm • I MECHANICAL t PLUMBING ( .D IIRC// I . . DRAWINGS 1 .,. Ank . . 2282 tlt • L2x2x20 OA. ANGLE I ' .zzi Ilk imief .T.:, 41' •TEV , C. , \ CONT., TYP. AT ALL COMMONS SOFFIT5.> i .4. row smem Ism Oar: • g 0 Olt r • .!,, 'T :i. ... 0- et• ...., ,, i•E i, ., ___ __ _ Irk - Ntai N -....4. 114I0 • -.. 1 1•3210 • WULF -- 00 i ...4 " . T.0 CONC.'. e , . L • . • JF OF Olik. AIM , I . L J ___ - NOTE: 2 HOUR RATED 1 400 5 131 33 • IC Ill 14•0.. HALL CONTINUES TO * -- • 4 • '4 I O.G. TYP. AT ALL ‘ IP; .:. . . __- ------ TOP OF ND. F•LATES le • ... •* il Is i:. • ''' COMMONSNSOFFi1S. TIO vie- ------ . • 4.10 . • • 1* 0100. • . am .... re . ..: . ..,...__. __....... __ • •... - ---t _ _II 72 re („FooxcvE:D:0300F'L INE) . - "r OF RIGID INSULATION. - - •-•!--:111 NEW &LB 4 HANGERS ' •• N IN V , . . in INSUL. REQUIRED ONLY in • . 11, :i....1 1 --..- AT EXIST. JOISTS- .e. • ea . WHERE CONC. PANELS • I - SEE STRUCTURAL r...., ,,..,,,,,,,.........”. ....- !EL!!!:- : • j .. EXPOSED DIRECTLY TO it I I II I • .. .., ' *111 • I !I I I EXTERIOR 8 AT MECH. •. -I H • ••. CHASE - TYP. ALL I - - _._ . 4 7. 7 , A 8 ON t- ---- --5 •,,,,, ,.:_}.1._______'. ii.•:________:...:0141_,_tfit8.11111::::C: MOW PA7-5. A I " _ _______ _ -----, i i It fill I ) .. .4 .4- - ' r ,222,qr/inic/S/S2WriMiti • ' 1 4. 11- mr gm* , •--v, 2'-4" jf 2.-4" 0 : 01 . 4 MTL. STUD DIA6.40NAL - -- I' ;# \ s'k 1 •Qv cs4 _411,f8,_1). lismomlimmamminakum \ ' s 1 p41 • 7, .. • BRACING • 32' O.G. . tn , A7M-F S. . 4. TYP. I +8'-0" .7.- '.•-i • . ..-_ •• . •. 7 AFF 0 4. L2x2x20 GA. ANGLE 1 / • I SEE WALL TYPES / ., CO ., TYP. AT ALL COMMONS SOFFITS .• •______N,, DEt*0 EXIST. OUTRIGGERS - / i - SEE STRUCT. s; key plan •-.1 I• • -L ._____ __ / I . .. • &' .• . . \--- CONT. 2X BLOCKING • I • I ' ' • i. '..•• I I. . I ✓ ;4. ...4)i 1. • -._:...--• - -- - .' • ,. ' phase date IL JCuonnes t1ru,c2t0i oc4ri Set I tf .•, z? L ___ ,..____it__________L____/ _ r2,E;:Nir::OLT:rtts,:;.„ic:TE.ITLIIALINC,L, H -I i ..c.-.- -. - ...c.:-- -c., i j i . I . t I . - revisions I •,, , I A re, . i! V 1 • I I . • II i DRY PRY .• .,• OFFICE COMMONS COMMONSKITCHP34 OFFICE STORAEFE STORAbE , D 'l I ___ __1 ....• A110 1 - .6.101 I A101 I • A • rikkT4) I1-Al°5 I ll 0E71=75 A103 • _I ild . 1 - '• .4 ' • 1 . • •, 1 .i.1 -- ' NOTE: • • • .• . iN g I I I I . U- / I -.' SLAB SHOWN FOR BASE BID • CONDITION. . a .. •,-. / / • STEA,E3DEITa JAILASRFRRTIVELEPRE0 , • . • . • • • •,. .. . .. .1 .. = •- .• • :: • • --sw, 1- .c.INI \ . . -- . . , 4- • .•.. • a. 1- kr) . , • • . 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SCALES 1/2" - P-0" W SCAlli 1/2" = l'-0 - " SCALE1/2 = -0 _____1=1.1111111111 ,• , -- --- ____ , • ---- --.-- ____ - ------ --_ __ ___ - - ,• • ' ••• - ___.____ __. - - • ..;4.: -, - ,, 1 ,44004044 0 otosemmk,.40.,,v doe,00,00.0•0,..,,,,i,-1,-tro 4 a gra.mi,14-km••••0 04,,,,,,,,,,,m,00- . • • • grawimmiowNamegt0.--4-4.,..mik orfmqmpoortxosw4•4imuo.pp.,.....-,,,.....--"mommitopragorruistrour!---rm”-..,,-- --...pe•••,...111V.... •,,,,..-•7,-,4 . .. , . .^-•••••-•,*--,-."--." , . . cmilll',1111,11 ,1111111111itlif t itritlI Ply .lip i , 1111111111111111t111111101111:1111111111111111Frill.11111111111111111 lqiii,ittilitiffilitiiimilit 1 1 1 Hr. iiiiiiiptiiiil'quoit i iiii i iiiiiii:Itiwil , ' $ . At LEGIBILITY STRIP 1 .4i J, A a . 10 1 1 12 ""1"1"6"7""u‘13 14 112:471:11*111117116"'Ile 10 27:41311.E21 °fel 23 24 "422*rale 21- 2 8 2 9 30 ipmet.1 CPI I . , . 8 ' . , • ' . •,,t'l ' • $ 1, ( - 8 5 • - 8 ' 5' tt,.. • • 4 iti.tf i ‘P ' • , • 1 1t.. . , . • . .,,;.i. •i\I';'. ,. y.. , 4 • ' • • . 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VVVVVVVVVVV ;0' I �- • 4 V V V V V V V V V V V V V V V v N V V V V V • V V V V V V V ' V V V V V V V V STAFF • i • - . . . - • • '+ .-, _•, r, r, •- - V V Q r, " e• rj,-,-qy' V 7 0 0 • ROOM (E) .,-- pvVVVVVVVVVVVv7IV ," v ' VVVVVVVV AIOB HALLIllj r CDci1ci7 ,, vvvwvvvv V V v v v V v V v v7 4__....!..t..,"--.7 v ' V V V 7 '777 '777V -, V V V V V V V • AI13 E le* , P L A aR T 'lit o •4•••0 • GO CO• V_ .41 Ili tiNQO 01 �A ADDITION FLOOR FINIPLAN - BIDALTERNATE #2 � _ _ _• 4.144 SCALE: I/8"- '-0' � CNI EP- O simin 0 9PIR43) � o • 4444 i --__ OI o (76 - fm) (2) GENERAL NOTES if) E C2 reel V! A. REMCNE LOCKERS BY NUMBERS ON EXISTING * 447 _.--_ -- LOCKERS - REFER TO ZONE I D. NUMBER AND • r •'. I - SCHEDULE. as ��• B. EXISTING LOCKER BASES TO REMAIN 13 �� C - . • � C.G. PROVIDE MATCHING SHEET METAL CLOSURE AT f �I GOLUhtN LOCATIONS WHERE LOCKERS INTERFACE WITH COLUMN u1 _ virs,4.1O I o • i I N D. PROVIDE MATCHING SHEET METAL CLOSURES AT 4r OMOW CD • Y - c END OF LOCKER: "_'�v5 •:1- O� �Ir "� CSD C,� 17,, dist_.„1 t= C' E. ZONE NUMBER=� AND L.UGKER NUMBERS ARE � 115 tt� \ [� INTENDED TO SET OVERALL GENERAL SCOPE. CO` ��„ .� �, °' • I • L....) "� �- . . I CONTRACTOR IS RESPONSIBLE FOR FIELD - C I m VERIFYING QUALITIES WITHIN ZONES INDENTIFIED. 'Mi Ann. L7 AL, �� • �� ic� ill i F. REPLACE ALL LOCKERS WITHIN EACH RANGE I < �" Q a . It...., SC 1, OF NUMBERS FOR EACH ZONE I.D. NUMBER lii ■ 7 " 0 lidlIbi i 1. . II I �I off t4,1 _ Z LOCKER REPLACEMENT SCHEDULE '�' 2282 /- 4,,,I, � • I-1 r- cn "''�)I . ..A.1_.7 I II MAIN LEVEL - BID ALTERNATE# 3 • :I,- • -160, - 4444 .- . ' � I� ID I I ZONE I.D. x LOCKERS TO REPLACE IDENTIFIED BY � ��' LOCKER NUMBERS - MATCH SIZE OF EXIST. ) OF Rp [MOM ' vl"•YARDcxrtwa1�I mireO0UR1"IO ■' AA-I I LOCKERS x386 - x438 (53 lOTAL) i1li (-�I , add . .. ;��� 5AA2 LOCKERS x143 - x158 + (I) NO * (Il TOTAL) ■a•. e t 6441 •• I ■ �1AA-3 LOCKERS x159 - R202 (44 TOTAL) ■ OW I , ' 1 hdnlaRrl�•I • t. / in 1I AR j;-k---r,-l____ 111111 � r-, ® add 11 1-� i V -ice �- - - ` '. ...:.;%:..,,--I '. ' . L, -i __� - _ - 2------ isi I 1 H , II-91 11111111M ' IIIIIIIllIII r OUT ' i I 1► rk ■ y pI ■ n i ; ■• r i a eit''', - .�M phase � Construction Set I �� - �,► _ ti° N 1 ■■■All ■yyy date I June 1, 2004 I r'• revisions • IP--- �1 L � : --1• ! �� -L/2\ Addendum 2 d I 400E / ' March 1(', 2004 -- add , / '` „I _ _.-0441__..L-: _____ I -now tu. Ili• 1 %,I project# 1 03020 1, y:;_ ' �IL 7 � ► C --- FLOOR PLANS . 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NOTr, DIMENSIONS W/THE NOTATION 'CLEAR' ARE FROM FINISHED WALL SURFACES. ALLOW THICKNCS OF SYP, KEYNOTE LEGEND3-II In' 8'-6 In' BOARD t SCHEDULED FINISH MATERIALSf - SUCH AS CERAMIC WAINSCOT WHEN - Il CONSTRUCTING NEW FRAMED NALL5. ln ( t:II \ 9'-O' MIRROR (MI) k Ii t / 0 1'-b" ` TILT OPENING _ W�� © CLEAR O ELECTRIC HAND DRYER 'v' , I r-- •- f O. 4'-2 In"RA. Cir O SOAP DISPENSER--F.0.1G. 1 ARCHITECTURE•INTERIORS+PLANNING •i - ALI:j O I O LAVATORY--SEE PLUMBING I I `L' ir �p B �w O AIN i I j1ia. gi Tmamil- - • �� m I Ob WATER CLOSET--SEE PLUMHING 4 I I L L \� / I�' ,.. 61,2 I N • ✓ W o 0 --- 1 j Tow 110 i ® 't 0 :�ji r; lO STAFF LOCKERS--SEE SPECS A `' �- W_ �----- - C • 0 I >� FLOOR DRAIN Y g c• • W If) O �- I �� 10'-2' ©� b In• n DRINKING FOUNTAIN--SEE PLUMBING W ^i �- -- —_ ,, - � �- I (VERIFY)FROM FO. EX. WALL �`,.•O) FLOOR DRAIN--SEE PLUMBING 3 c o I es' O '�, 4 { 3'-O In" a " 1 II SANITARY NAPKIN DISPOSAL (SND)--F.0 I.C. Z o c, a {AIO'7I C CLR. N 1 3'-b` f ©add 12 TOILET DISPENSER(TP)--F•O.1•C. en H N O ©add 0 J c 01. c 0 o a z • z J .n ° J ; N M N o A ENLARGED PLANci ® ENLARGED PLAN ENLARGED PLAN mine! quip SCALE: 1/4"=1'-O' MIF SCALE: I/4"•I'-O' 0 SCALE: 1/4"=1'-0" NEW CONCRETE- \ SURFACE--SEE CIVIL O \ \ a M V "(475 I CO) CD l'..6. (r33 • \_ CD 0 ..... 0 • Q 0 T3 O P:Q i ----t (3) BIG GIS RACKS If% O O ir IH - (3OSP . ESMIN,) V.. I c .: I I NOLEA �I�'E E �� ce G R/ 1GE O I�, REQUIRM 5 W 4'-6" A 4�• 4::AGY`I/ YC4670,I_7 CO �. IAREA OF E'lLARGEMENT i3 * r[:::1 - AISLE M (in>1. o 03 .2 . S 5) O I I h • C� ■ CD �'� • =ma •••11L.. O KEY PLAN (N.T.SCOin L!') ) CIS u .� 2 C 'C7 Q e BIKE PARKING PLAN F- a-= Q a SCALE: 1/8"=1'-0' _..._._-- `� -SAWGUT REGLET SIM. TO OPP. WALL ODlikeff n v a PREFINISHED WALL METAL f II - NEW FURRING < SCH. 40 D.S. (PICKS UP EXISTING ~ 1282 ..L��� / OUTFALL o WALL ABOVE) GYP• BOARD--SEE • A -->"----,11 WALL TYPES TV-P. P.S. BRACKET-SEE �‘ f 4 vl n a I �' I I -� � q. DETAILS AB.IO. , , . � I I G �IEYd YVALL--SEE WALL TYPES. iIII" NEW STUDS al GYP• SET IN SEALANT SiI ` _� ALIEN FINISH FACE W/EXISTING WALL II / BOARD--SEfD WALL EXISTINI: WALL 9 -) 8 � I' (-- U TYPES OF 0�` ��� iv PATCH t REPAIR EXISTING FINISH AS I I Iwi . ' �� ` I NECESSARY _ III malwaminowwiens � � - —gam - - - -��� a•�- NFINISH EW SEE WALL TYPES `♦�_�� ' Fin.. g;41 c ' - IINEN Al IL������\i'.41y ■ - SEALANT ` - yam- � �4 I_ _ ����������i l LEAD WEDGES Nu Ti.'.10 Lc �- r O 12' O.G. .. . .4mm i ______ , 7 1 I\ J a I MIN.j! vj REGLET Fl L EXISTING WALL EXISTING -� cyt -1 NE✓1 i�FILL E _ -'NEW INFILL WALL--SEF WALL TYPES FRAMING ' _—I 3/4" } I WALL TYP.WALL EXISTING J _I WALL--:,EE NEW EXTERIOR WALLS--VERIFYIiOLLOW METAL FRAME IN 2 HR FOR WALL ASSEMBLY INFORMATION. yIALL__c�EE WALL ASSEMBLY `` N WALL--SEI= DETAILS A8.1 FOR ALIGN FINISH FACE W/EXISTING WALL TYPES .1 �` GRADE BEAM g TYPICAL NOTES "------ BACKER ROD t -�1(�`_ BELOW SEALANT - © PL.AN DETAIL NEW �,�., 6 PLANQ► DETAIL NEW PLAN DETAIL Ccs NEW e PLAN DETAIL C� NEW ill. "41V INFILL WALL .� SGALEri I/2" INFILL WALL . SCALE:I 1/2" •I'-O" WALL ':r SGALEr1 1/2" = LL 1'-0" INFILL WA key P I a ♦p' date phase [Construction Set N 0 e ! June 1, 204 I r _ revisions ' II' --NEW INF'LL WALT --SEE ';, �/L EXISTING HALLS-VERIFY ASSEMBLY -- - •, -- II' WALL 7.'7E5 -- - , - I HOLLOW METAL FRAME IN 2-HR a `� \Y --NEw WALL--SEE II II 12 Addendum 2 WALL--SEE DETAILS AB.f FOR • ' TYPICAL. NOTES NEW INFILL WALL SEE y .....„-;•---------. WALL TYPES II .__-------PREF IN!SHED WALL METAL- WaLL TYPES ^ March 10, 2004 Y - \ P.T. SILL PLATE .,.,.rte. 8" , v �. li i' PROTECTIVE MEMBRANE -- : \. • r 9 " y p .J ....__SEALANT II / CONTINUOUS CLEATI • p.• A 12 I f }/ h _________. .� Ili -- -fir _ -404; MIM IN .���'A SEALANT • 3 / _� - - .--- . _ Project# ( 03020 NEW WALL-SEE WALL 11 -CONCRETE GRADE BEAM jll r r 1 • a ASSEMBLY CATION '/�. - , 's_ ENLARGED PLANS --- '4/Ill AVe I4b)U PLAN DETAILS B111,2003-00701 ALIGN FINISH FACE --• 19 01'42 Si PLAN DETAIL Cad NEW - • " SCALE, ,n. .,r�,. �o PLAN DETAIL • NEW INFILL WALL ,M SECTION a INFILL A4.2 INFILL WALL -- • SCALE, I In •I . SCALE,I I/�" -I'-O• PANEL _ ______isuimmil H�. 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H ' ' et.4.I SOFFIT © NOTE. Ov,6^`'it ` 66ON.• O WALL RTT ��:,.. OTSii06N : ... N N 0 •5 r5FC1 •� O � � • • ' ,�� 6� PANELS SHOULD � n� • • • ' ALIGN ALONG ENTIRE •c Z� ` � x TRUE , ,>> • ♦ . / ,f 50FitT ..J� r : VENGT '�� S._2r t . TC • o ', t � ._a• . `. •.. , ) N� NOTM'• J.' — • sem .. ,. ^Ie r . .. ), ---1J_ j % j /rl 0 I • :I* �/ 4 TTP / TAP - }} I � TYP { - y ZD • A• or 0 EQ.- EQ. --/ O• 8'-0" A INTERIOR ELEVATION - COMMONS A101 WEST WALL UV SCALE. I/4•=I'-0' , LEGEND rn M W5GT-I /i0� CO 8'-0" /.-0" I-0"721-0"/ 4.-0. Ci. 4.-0" ,-0"T2'-0'.2'-0.le 8.-0• o 1,,. N in .4416'• •.., - STEEL TRUSS - ( �y� O • ,. . PAINT ALL SURFACES, TYP. I 1 /� V 75 f N AWP-I ME 0 0 c0 ' , • • 0 - Ahlillp' • E • • �: o i • (!.� � � . , •. w 1 . — - ' --1f— ,�'-0. .-0. �. .-0. AWP-2 1 -O '-0 -O 840 -0' 840• 2'-O es"0' immmindown 1 .-. '. NOTE. ACOUSTICAL � .� P •' 73 CD .�• • '' N N PANELS SHOULDVIC Oa 4 N ) •• • (��,. r O 0 ALG ALONG ENTIRE �� /�� I zo 1 i 0 KEYNOTE LEGEND 0 ~ CDc) • • '-0'. -0• ;�`-Q' .. -O• -O• -0• • 8"�' •• OA PAINTED GYPSUM BOARD:P-I •OT SPEAKER COVER - FABRIC SAME A5 AWP-! �+ �••t O M • • ph. V •: < •• ` ' O PAINTED GYPSUTI BOARD:P- KNEW STAFF MAILBOXESRS ' T( ,i. in O 2 O �Q 3/A92 t co•. •. . .., :+' y O WSCT-I d r�: 0 �-� t ' . r. .. ... V G HARDWOOD GAP V/ �- :� • `T '' � W HEA`/Y DUTY MECH, GRILLE d FRAME - PAINT U < Q "4: •c2) t• ?• : E� RELITE PATGh, d PREPARE WALL INHERE INFILL ELECTRICALLY OPERATED OPERATED PRDJEGTION X OR DEMO: "DC:...-U- R5. PRS d PAINT ''.' ,' i !" •, O SCREEN--PROVIDE BLOCKING d GOORD. ENTIRE WALL_. - MOUNTING LOCATION W/ SCREEN MFR. Y MARKER' ZD 1 J"'�) '" �C` B �_- -0 -- B _ O CLOCK - SEE ELECTRICAL DRAWINGS AND SPECS �`� fffj, e \ OZ TACKBOARD 2282 • A ..�. O '. eI ONOT USED ® STAFF LOCKERS SEE SPECS E ,/ 1. } ' • I WSCT SCORING--SEE DEI AILS ON A9.I EIB PAINTED AGrJUSTICAL METAL DECK '0 �: -I, "GO � A INTERIOR ELEVATION CONT. - COMMONS A101 NORTH WALL • �'' - � SCALE. 114°=1'-0' - — C ELECTRIC HAND DRYER O WALL-MOUNTED DRINKING FOUNTAINS ? OF O10,, C t OK SOAP DISPENSER(FOIL) O EMERGENCY HORWSTROBE- SEE ELECTRICAL DRAWINGS OGYP, BOARD REVEALO HORIZONTAL LOUVER BLINDS-- SEE SPECS ' ' Ef NOTE SEPARATE PANEL 5 WHERE THEY r . ® P-LAM OCCUR O• EXIT SIGN-- SEE /- OACOUSTICAL WALL. PANEL (AWP-I) ELECTRICAL DRAWINGS MECHANICAL GRILLE - PAINT TO MATCH AWP 2 • O COLOR OF ADJACENT WALL PANEL MOUNTING BRACKETIQ/A92 S FOR FABRIC BANNERS O 5EE DETAIL. O 55. CORNER GUARD TO 48" APP. rte• c . ._ ..-.:-.---_-_•:-. ... -- _ --____ - ________ _- _ ____ - -_.� _- -. -_--...--.....-.-...........-..-.....—Z.--=-.-4 -__,_-.. - R B-2: BASE BID P, __-._ - -- _� -_ _-=..--_._-=_-=.-.--__-_-_-_-_-__ - _ ------__ ---_ - - - .__� __-_._.... _._.__.___�_______.___.. __ _..-.-•_•.=_---- . -- O B'31 ADD. ALT. *1 ± 9 - �~ - .. ::._-_,.- --=- _ - - .__ `- _�___ _ __ ___ ___ "� - __-_ ,-_- -.,-._.-._.._ _ 5 G(•0I L I NG DOOR TYR key plan _.___-- _ - _ -- --,.-•,.__- -_- __..�_ .. __ __.._ �.___ ____._._..—._ GENERAL NOTES LEGEND . . Y'+ ° ' '• i' .4. s _ - I. MATERIALS IN SIMILAR LOCATIONS NOT KEY FOIC FURNISHED BY OWNER, f dil '-8• '-0' 8.-0. '-0" 81-0r -0• B'-0' -0• -0• S,-0r .-0 8.-0■ 7-0" 8.-0• -0r ._8 �. INSTALLED BY CONTRACTOR -- - --- ----___ NOTED AT EVERY ph se Construction Set 18-O' ' , ,�� -- �* � _ J / 2. LAYOUT WAINSCOT CEN WITH ELL FOTO FURNISHED BY INNER, date June 1, 2004 _ '�'1�-'�T / MODULE PANELS AT CENTER OF WALL AND INSTALLED BY v►INER - -- y I cam_ • ---•----, '� . I FINISH HITH EQUAL PANELS AT END Of RUN to --- 1 UNLESS OTHERWISE SHOWN ON INT. ELEV. revisions Addendum 1 _ -__ - I NOTE. AC,OUSTIG 619 PA ALIGNREVEALS LW DOOR t WINDOW m.,„,,,,- • , — NELS SHOULD • >, .�., . ,+ •,. ,, `;"T'l _ - ., - z, �. i is •' _. _._ _. ,Th- - N1 •� . .�.• rT•-?, _-- - JAMBS IG ALIGN I (TYPICAL) March 1 2004 4• ALONG ENTIRE , ��• ROOMS N ELEVATED NOT ELE�/A p , N � • -$;. N 1 N , ATI : � •..�r ` . :o; 3 NT. ELEVATIONS ARE DRAWN IN TRUE �. sem- O �• DIMENSIONS, I " - �' � s O �' _--- '__ i� y .. _� (IE NS ONS, UNLtf NOTED OTHERWISE ROOM «l02 NIB, PAINT, i3A_�{ «I • ALL �- --. © TfP.,OF 4' • •s •® r- '1 (IE. ANGLED, CURVED) WALLS — • w 4 SEE DOOR SGI4EDI.LF FOR DOOR TYPES - - -.-._ _�� -._. __ 0 SEE• *103 •___ �� A1 6. SEE REFLECTED CEILING PLAN FOR CEILING -_1--'- , O _- - -- -- - _ - - '-- -_- -'- - - -' ROOM *101 WET WALLS, 48 Z Z P _ 1�1 /SOFF GWB, WAINSCOT «2 TO " �. '- _.- __ 19 ,. AIN -- - ---- - I - - _ _ - '--'-'-' - 1�jd/ ABOVE WAINSCOT 1 ALL _ �.... -- 1. K • OTHER _ - -_,-._._._,-,__._..-.-._._ __ _ - _ -'-'-._._ _._.__,._.. ASE 2 • :::... _rd' _-�-- - - T - LOW O BE FITTED W/ADA APPROVED ALL WALLS -- ---_ - -- PRO TIVFTEG .X�OT _ project# 3020 r ��.�..... _� ,�..��.,,._.,t� �� � � .., r"r.4 S. LIGHTING FIXTURES NOT SHOWN SEE RCP d0 ROOM *114 ZZ7 _- --- -- _._---- - __._-�.___-_ ..._...2_ ..._�. ELECTRICAL DRAWINGS ' _ _._._ __.___. _ _._._ _ _ _ _._._ _ __._ _ ___ _ _ _ _._._ _ INTERIOR ELEVATIONS 1 _, _ - _= - - -- - _ - -- - - - - = - _ _ _ _ � — 4 - T ----- S. -- i SEE DOOR TYPES t DOOR SCHEDULE DOOR t , 1 . TYPES NOT ELEVATED ON INTERIOR ELEVATIONS , . ,,,, o . , f.`#::'1,.:40 $ C o ••��' NEM 1••••••• =� 4/th AcC 146�i1 //}�� 10. EXPOSED SPRINKLER PIPING,ELECT. CONDUITS, B[IP2003-00701 * 0 �i7 © \1 BOXES,ETC.,PAINT TO MATCH COLOR OF 20 of 42 R xsl• • O ADJACENT SURFACE, TYP. _. ._ • „h a� Y - A A INTERIOR ELEVATION CONT. - COMMONS A101 EAST WALL 5 V } , ` 1 • ' • i• Kid k t ;110'044;` r ,t, • ^• ay .E. 1�4'.ILo G , s • p•: , • ,,'r , ,_ is ,^•..,Y4MMAW,.1.., _ A :. .w....._,__. .____, C....:.�-_.—...•••••,•••••••••',WOKS N iWMLMV.Y011401i,NO..1.:PI. ... I III IIII.' il'I ���I 1111 1111 111 , .. t» :IIl1r� ., .•KY • �, Cmc � I'ii i �i , 1;1111 111,111 II (III IIII�IIII II I�1111 Illl,llfl 111,1111 1!11 tlll III 1111 Ills l 111111 ILII 1111 ILII ILII 1111 ILII 1111 1111 11,1 till ILII{I,I II y, �. 11 , 1 l b , I , 1, 1,1 i i , llz¢1Md1YilRIP ul Il�n�llnn�im a I� Ilf I I +I�n�mi till i , o+R■ 1°* IO I I ,Q 3 I4 ,b 1 e e QO 5tt ZQ >��'+ g� /� • , r , 2 t �.�,r tI a 3 30 • ( • 3 0 X b ,I I I i, I ,I I 4 �, �,> :e • • • , .,4 I• I •e 1 , 1 • :iw l 2.',7,,1 ,41*'!1. pA'SI, '1iii74: I r IPTG^,� L`4 ::4PL'�' 7ddt':1 -. , Y ' 791 } V,) . . d e n. , • e,. 1 r �. - IIIA y,. • • • . • • LEGEND KEYNOTE LEGEND OPAINTED GYPSUM BOAR-DIP-1 OT SPEAKER COVER - FABRIC SAME AS AWP-I WSGT-I 1833) PAI cP GYPSUM BOARDIP-2 ��I(l O NEW STAFF MAILBOXES - SEE 3/M.2 (D WS.:T-I OV fiARDWC;7D CAP • OD WSG I-2 r' OW HEAVY DUTY MECH. GRILLE 4 FRAME - PAINT ARCHITECTURE•INTERIORS•PLANNING I `',,ii, • WSGT-2 E RECITE PATCH 4 ARE WALL WHERE I NFILL5e kO ELECTRICALLY OPERATED PROFGTIONti=. OX OR DE OC/LURS. PREP E PAINTaENTIRE. WALL. OMARKERBJARDSGRIN--PROMDE BLOCKING 4 COORD.MOUNTING LOCATION W/SCREEN MFR, J _ _ _ (rG CLOCK - SEE ELECTRICAL DRAWINGS AND SPECS 91-0" OZ TACKBOARD h N o " 4 dr 4-0. �'_p. �tI 8'-0' _ O• NOT USED W e e • © STAFF LOCKERS--SEE SPECS 3 I Y g �o • ;'• (.••• O ML`�CT SCORING--SEE DETAILS ON A9.1 O PAINTED ACOUSTICAL METAL DECK W z si r ,• /, �t�,, AWP-2 O ELECTRIC HAND DRYER O WALL-MOUNTED DRINKING FOUNTAINS W - I . ; r c N 0 �� EMCRGENGY HORN/1TRGBE-- . • n • �c 1 .6"")i*. ,' • / \ �� Q - STEEL TRUSS - O SOAP DISPEN!_R(FOIL) .J SEE EIKTRIGAI. DRAWINGS = o t :;.'\.✓'� \ _ . .� PAINT ALL SURFACES,TYP. LO GYP. BOARD REVEAL HORIZONTAL LOUVER BLINDS-- SEE SPECS O y�'F w N `' :• 7:."." .".' �`1 O NOTE SEPARATE PANELS WHERE THEY in N ,./ ,; \:/ ! OM P-LAM Oc:C.UR = ti • - _ EXIT SIGN-- SEE v c ti -- ON AGOU`TICAL WALL PANEL (A'IP-I) O ELECTRICAL DRAWINGS e i • O MECHANICAL GRILLE - PAINT TO MATCH O J AWP-2 < 0 N 21-0' -0• -0' 'O" :.'-'-0" -0' 6'-0' �'-p• (�'•p• -0• 0• p• '•0• �••� COLOR OF ADJACENT MIALL PANEL MOUNTING BRACKETS FOR FABRIC BANNERS J 3 ^b • •_` G -� �- ��' O SEE DETAIL 19/A9 2 /� o �-- I OP S 5. CORNER GUARD TO 48' A.F.F. a. , O • '• N ; N:' B-2, BASE Ella ,.• A • <O B-31 ADD. LT. •I NEI' 50 COILING DCOR O --a III GENERAL NOTES LEGEND I. MATERIALS IN SIMILAR LOCATIONS NOT KEY FOIL FURNISHED BY OWNER, ' ---- -- /� O / , ., ♦ .�.,•. •`' . : �;•,: .. NOTED AT -- - - ________•_,,,, . EVERY OGGURRENC 1---- ,� 2. LAYOUT E. INSTALLED BY CONTRACTOR WAINSCO i SEC,-10t+.3 WI fy FULL- Z _ r- FOTO FURNISHED BY OWNER, _-__13_,--__________ T '• ,-:♦ �p M NISH I PANELS AT ANF rt AT WALL AND - - .__.__ , FINISH WITH EOJAL PANFI 9 END OF RUN l • • INSTALLED BY OWNER _u._._. ..L_._, _ O�_ _ v• �` '•' 4 THEfZW15E SHOWN ON INT. ELEV. {. :, " �' :x. . • ALIGN REVF_ALS W/DOOR 4 10:INDOW JAMBS m P'GA,' ROOMS NOT ELEVATED � ry 3. INT. ELF,/AT Of15 ARE DRAWN IN TRUE A _r - DiMEN'310N5,UNLESS NOTED OTHERWISE ROOM *102 GWS, PAINT, BASE *1 co ALL O A 2'-b• 4'-0' TYP. A... O (IE. ANGLED, CURVED) WALLS 4. SEE DOOR SCHEDULE FOR DOOR TYPES 5. SEE DOOR SCHEDULE FOR GLASS TYPES ROOM *103 ALL ',VAALICO C LS BASE *2 o }+ CO INTERIOR ELEVATION-COMMONS A101 - SOUTH WALL SEE REFLECTED CEILING PLAN FOR GEIL INC; ♦ , C 110 ALE. 1/4'=I'-0' /SOFFIT HEIGHTS ROOM RIOT GWB, WAINSCOT M2 TO 48" I .= N ON WET WALLS, PAINTCil 1. ALL BELOW COUNTER SINK PIPES AT OPEN SINK ABOVE WAINSCOT 4 ALL COUNTERS TO BE FITTED W/ADA APPROVED OTHER WALLS, BASE ><2 O v, I PROTECTIVE BOOT ALL WALLS -— C ms Q 8, LIGHTING FIXTURES NOT WN-- SEE RCP 4 RC v1 4;14 ??? 0 •o • Fl FGTRIGAL DRAWINGSw . 9. SEE DOOR TYPES 4 DOOR SCHEDULE--DOOR - 0 TYPES NOT ELEVATED ON INTERIOR ELEVATIONS ® O -p 10. EXPOSED SPRINKLER PPING, ELECT. CONDUITS, BOXES, ETC.,PAINT TO MATCH COLOR OF ♦ , . , ADJACENT SURFACE, TYP I V .. cin E .____________ ci) cr.) _ — kii . r co 2) ® 1 t .... ....; u) Ey3 1:: co'S • � _ .., IS CO EMI CO I I ■ �/� o'; — -- —. — —.—.—'— -- ter- `lxt — —. _ ——. = c — - i }3,rD -x*15..." EE O © O r O M,, • — — —. —.—. —.—.— 0 _ _.—. —._—.-.—.—. } , .0 ••M CD C` } 0^:• ,F' j)fq G Ck: ti -.-. �.- -.- -.- .- r.- - -.- j? ,.g ' CD 1 mom •ozin • 14,, ___ , . _ .-.04-7/, ,. • -.__ _-.__..—.__ __.__,--._—_.__.—_ —. .om, - • ,. 1 .. .J . �� .J- v .� •'} .J CC ma tea/ (n • A B 7 •CO o Q Q INTERIOR ELEVATION - KITCHEN A104•OSCALE. D I4"=:'-o• - Gj�`✓',��� 2Cfff 2282 • I 1° ffSkillimir) e I7e. r- 1, 0'EC �j,PANELS--SEE di O. WALK-IN CLOSURE PANELS TO - ELEGTF:IGAL ,9`1' OF (A)" REFRIGERATOR-SEE CEILING LINE BY COOLER ELECTRICAL FOOD SERVICE SUPPLIER ELECTRICAL DRAWINGS. DRAWINGS 4 SPECS (INSTALL WAINSGO"' TO FINISH LINE OF PALLS) - WASHER/DRYER r____ r I ^ (FGIC) 0 C) 1 lir - 0 C.) -1 � A ° •• h t+ , F,�Y1t./ e'" '0•!;"e9'. i i+ w,i; ,r Ad•L�,�� 7t•'_:M ,+.. ' } ,I`•` ;7i.• , .. -,� — .e_— ' : :eti k^r 1. 7.. ! �,r}.rt''''r' r iF.'--- i J• ,� 4.F;1`� •�'. �L• � • 1 — 4 n r •7•15TI ,4,''• EXISTING ,',aij,f ,, ri.' , . A.F.I. ,9,' 7%.1.';.,-"“' ',;yr I' +�F'•I r -� `� !/�p�] Q, G00FtV. .. +., ..,. • - •yr ,- DOOR ,+ "eti ,_# ;3 4 +'` ,X'''kj_ `•t^S i•f �. �' I ��'.7' `�•/ • . . 0 LOCATION ,� air �I `y.. ^".t '�'A `• IJR 7 h 'I' • ]',r` ,i_�.f t).'b. ) `1- !� 'k j`.,. 1 ',1 E O 1 (♦ KEFRIGERAT)_^ .- .,• '.,,;4 0; ,Cf'.P.i,.�? i' , rf aA •!t, 1F :SII O g_ •L d `� e• --1::•,. .i,:1,: ►7�i ">>' r ' ' r k V.{1`d.Y);"T""• sdi:i: r ` \ • a * \ F r\,�• {—,y sr .`�."� : , N' y',, �Y M,,y$ " • ; A, r, ryty,: Y Y " i F .t'w1 +,Fk, t, , J .,. )"'1 . ^' 4..4. \� ° ,r•C .. f%'i,. F}j' a1 �,`l, Jl''�,>, ^' t, i� i+ Y 4'`'� `' \,,,,. w a`,. ; O a. / C f -,:f4lo ri,•J 4 ;iM •,'Ii,dt£ ,9 '''4%; I'7,,l'2'. • ' y,`• I • S• • IL, t. 1 48" HIGH HALF p ����,' 1 ADOOR-SEE DETAILS © P �� r1 O P PART.WALLHT. R �,,// 2 INTERIOR ELEVATIOrd CONT. - KITCHEN A104 key p I • 8 A5 SCALE' 1/4"011-0" phaseI Construction Set "r • date ( June 1, 2004 revisions IA Addendum 1 r r ° r March 1, 2004 — PART. i,`T• WALL PART HT. WALL • y F `J ' , " 9 C!,...,,:`, s �A O I A __ / O -L ' 0 © © PROVIDE • • �( GROMMET IN project#_ ( 03020 ii .,:, COUNTER TOP / I 1 \ / �'• 1//,..........\\I ; , - -- CD 2'-b"je:� MEMKAALL DRAWERS INTERIOR ELEVATIONS Is R F--;--------,.... - cot-1 F11 ' A T -l h IIII 2 .,,,r a .a. I a', y y. -•- X 30 © Q j O C © D 15 30 kkk49 4 `�✓/ R X li; • "`" A ;',� ` '' ' NTERIOR ELEVATION CQNT. - KITCHEN A104 t w1 .--- 3 Ii�JTERIOR ELEVATION OFFICE A10 a��• .. `1/fh Ave 14b-lll A 5 ■ wn 'w i..4'a. 1401 '' • W� ...... .._.....«._._«.. - SCALE, 1/4'•II-0. ii,'P2003-00701 ,. 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Ir l�if !Y 1 '1�1 7 Mfr 1. a• I • • •, ! t1/ ,a , •a • „,rte ART Ya. A{44' [ i rt?lt V• ��p� 't' ,4,,,,:,„lM I M. ,F C ' yf 'fi . r a�., 1 p • I lou /'TRIM OUT 0ARCHITECTURE•INTERIORS•PLAhAING 0 1// WAINSCOT — `- MIRROR 4 \:l © O `J in ri 3'-O" -- ' AL •;-!...-;-•\:,....:"...:-4, .,•4.44....k:. _.__*".-----AC . CO mt 1.1 .- a I RS. 04in " i , mliPPOI T 0- . II cry y0 ,„ l z ot- a \ C p .: w IL 0 o N 4 O In O o• � ; N INTERIORink ELEVATION — TOILET A106 y N y r Vir SCALE. 1/4.77.417'"••••••••-•-.--....-...... 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C tii. mew 1:1 Ca alimix "0 .r0 )ZGI7 ----- --- --- -........................ 2 O 2 0". /non ,. u) c..., KEYNOTE LEGEND ii„, 0■- co O0 CES rA A / O �' ll ' x34 34 B 0 Q A PAINTED GYPSUM BOARD: SPEAKER COVER - FABRIC SAME AS AWP-I X 30 X30CO N UB PAINTED GYPSUM BOARD:P-2 O NEW STAFF MAILBGE OXES - E 3/A9.2 0 0 INTERIOR ELEVATION — STAFF ROOM A108 4 INTERIOR ELEVATION — OFFICE A110 O " T-' HARDWOOD GAP Q O WSCT-2 < A53SCALE: 1/4"=1'-0" O C" HEAVY DUTY MECH. GRILLE I FRAME - PAINT I RELITE PATCH a PREPARE WALL WHERE INFILL �Gj� :111)(/ O ELEGTRIGALLY OPERATED PROJECTION RE WALL.) OR DEMO S. PREP a PAINT ^`` ►„" SCREEN--PROVIDE BLOCKING < GOORD. ...L' <A- -1 f< MOUNTING LOCATION W/SCREEN MFR. O MARKERBC 'RD a*I:A 2282 , C) CLOCK - SEE ELECTRICAL DRAHINGS AND SECS E 1 •r O TACKBOARD 0 NOT USEDn V,' • 8 STAFF LOCKERS--SEE SPECS �• / G/ . (:.J HSCT SCORING--SEE DETAILS ON A41.1 O PAINTED ACOUSTICAL METAL DECK 9 , OF 6Q��� C) ELECTRIC HAND DRYER O HALL-MOUNTED DRINKING FOUNTAINS �+ l` OSOAP DISPENSER (ECIC) O EMERGENCY HORN/STROBE-- 5EE ELECTRICAL DRAWINGS OGYP. BOARD REVEAL O HORIIZONTAL LOUVPEAR WHERE THEY 0 OM P-LAM OCCUR EXIT SIGN-- SEE L ACOUSTICAL HALL PANEL (AHP-I) 0 ELECTRICAL DRAWINGS O CMECHANICOLOROFAL GRILLEADJACENT- PAINTPTO TO MATCH O Ate'-2 O MOUNTINGDETAIL BRACKETSIq/A9.2 FOR FABRIC BANNERS ' WALL c OPA S.S. CORNER GUARD TO 48" R.F.F. O 13-I R5-2: BASE BID B'3, ADD. AI_T. *1 • ; 0 INTERIOR ELEVATION — PRIN'CIPAL'S OFFICE A111 C) COILING DOOR I SCALE, I/a"►1'-O" key plan o a GENERAL NOTES LEGEND phase I Construction Set o. I. MATERIALS IN SIMILAR LOCATIONS NOT KEY FC11G FURNISHED BY OWNER, date I June 1, 2004 NOTED AT EVERY OCCURRENCE. INSTALLED BY CONTRACTOR _ 2. LAYOUT WAINSCOT SECTIONS WITH FULL FO10 FU�'NI511ED BY OWNER, rovisions jA Addendum 1 LEGEND MODULE PANELS AT CENTER of WALL AND _ z FINISH WITH EQUAL PANELS AT END OF RUN INSTALLED BY OWNER UNLESS OTHERWISE SHOWN ON INT. ELEV. I March 1, 2004 ALIGN REVEALS W/DOOR I WINDOW 1 reiGT-I JAMBS (TYPICAL) ROOMS NOT ELEVATED 3. TRUE ' DIN�MS ELEVATIONS EDRAWN NOTED OITF�ERWISE - ROOM *102 6WB, PAINT, BASE MI 0 ALL [ ... . • (IE. ANGLED,CURVED) HALLS 1. I4. SEE DOOR SCHEDULE FOR DOOR TYPES — - �« ROOM *103 GWB, PAINT, BASE *2 O -- - --- --- .'.y. , ' W5C.T-7 5 SEE DOOR SCHEDULE FOR GLASS TYPES ALL HALLS r 1 r ROOM *101 GN®, WAINSCOT *2 TO 48" 6. SEE REFLECTED CEILING PLAN FOR CEILING 1 /SOFFIT HEIGHTS 4 • • ON VET WALLS,PAINT' - ro project# 103020 ' 1. ALL BELOW COUNTER SINK PIPES AT OPEN SINK ABOVE WAINSCOT ! ALL • • AWP-! COUNTERS TO BE FITTED W/ ADA APPROVED OTHER WALLS, BASE N2 O P • GTI ALL WALLS PROTECTIVE BOOT { 8. LIGHTING FIXTURES NOT SHOWN-- SEE RCPINTERIOR ELEVATIONS g ELECTRICAL DRAWINGS ROOM *114 ??? q, SEE DOOR TYPES 11 DOOR SCHEDULE--DOOR TYPES NOT ELEVATED JN INTERIOR ELEVATIONS i': 1. AWP- '�iUl Ave 14bJ11 ', / 1 • >g • 10. EXPOSEE) SPRINKLER PIPING, ELECT. CONDUITS, 11111'2003-00701 ' ii i BOXES,ETC.,PAINT TO MATCH COLOR OF miirit! •• •• ■ ADJACENT SURFACE, TYP. 22 of 42 -- -- — -- r /� •� - ,,, .i v;;:R. rt..•ra�;,m:.a+l1�"•., ...::: :fii+ N�IRWdaMc�SyGlugNkl e' .'�,� r..p .w+t., , - •--._ ...—��..----- -----.__--'-._.__-_.---•----- ---. _ . ._ .. .... - ------___._. _. .._. _.-.. ....__- . -._ - ---.._.._. a is '1 � ,i. .-• .,. ' " R''. �' Jr."1�1T'1Fmd"' '""' -�•..•..+r•.n.neww+rw.r••wr►*.�. -•r +�w+,�- .._ ,..,,,..r.,�---.�.-.--- .._...-�... --...".- _. r ''. •.....0 .....,... ... ..... 4'M,4.IYWU .•.AYt..w •..lig, , _ ,: IIII IIII IIII IIII II'IIII 1111 IIII IIII IIII I r .•.•Auo/Mr ,�y.�,�, Vit., ,.. . ,•.. 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" 1111. .. -... .._ ... ..1111 .. 1 1 ._.•,. + 1111 I .. • „.,.,,���. ..w.w•Pn.,,nwtwan,-,--•.-111«1.1,111«-«.. e r s • I • •. - .F°•X r_:.} r,.t ,,.i,}4'.Y+:F'91=.r!Y°i'75?1"d, � r++4 .4.'I c.:. f _. , , -h.. v.., �.. .. .. '.: ..•. 1 ., �. '.'. .. 1111 _ .. ♦ •r • + -:1111 .,a ,,, .l. - .. '.4* 4°. 4._yr, f L \ �i - 1111 .. .. ,- ,. r « • y KR • • { iii P r Ake �A A Y ? i • y Jt r , ` r' k #`a , GENERAL SHEET NOTES: 0 0 e 0 0 bH LEGEND: I ARCHITECTURE•INTERIORS•PLAN?. 2X4 FIXTURE MIMI IX4 FIXTURE I I ► i PENDANT FIXTURE iI I • ® J� REGECD FIXTURE a 0 N V W m % 71....e. .._______________________ _ - _- -�_ f�� WALL MOIJNTELJ FIXTURE Y — °" 10L_,,, "�111111111111111111N'I IIt III IIIItHIIIIIINniI ,,, W ciZ fl "1 „4,Irry, W ` II 1 I I „ ,,,1 I ,,,,l l,l,lllll ; r . N I Ill I I II II I11II II till�llllllllll I�II') _ ` -'PLY AIR DIFFUSER g 1 IIT(. II I II I i - 6, it i! 8111 I I IIIII .�i O - - -- - _ ��� r "IIIIUIIIIIII{tliflmllllllill 11111 111E11111011 II 111111111111111111111111111111...:” % - - — — ��� .r ul I 1 IINIIII I",,.. 'al„a, z .r 0csin N I El RETURN AIR DIFFUSER n ei =-D` :it u i -- _ - av 42::•..*.' .' •I •II - I IIIII �J��IIII�I•�IIs I ( I II I - --- - --- PAINT ENTIRE 50FFfT 0 F n 1 1.11 `V7 DI SKYLIGHT hELLS in tet ill OF EXISTIN& CANOPY © ACCESS PANEL-SEE MEGN. ,g i zo FOR FINAL SIZE AND 5'-4 6'-0” L -STRUCTURAL SOFFIT FRAMING, ®, �" I II LOCATION. O o �c dem. a = to 6'-0' 0.C. SPACING TYP. �['� •I-i 11 III ILII —,,, ,,_i• SEE AIL 5/A9.2GONSTRIIGT DRP , - -- -- - D J .mc N (12, n TO GOOSE SOFFIT • a T� .;:r.:" T- IT Ian TO CLOSE OFF GON5TRUG STOP INTERIOR MTL. STUDS Ij 2 x 4 LAY-IN STEEi DECK, •I ',+ INTERIOR 4" MIL. IT FULL + I LAYER GYP. t : BOARD TAPED 1. z VIN((L FIAGEDTILE, PAINTED I • FULL HT. + I LAYER 6 BOARD TAPED i ■■■■■■■■ ACT-2 • -------- --'-'' ' ■■■■■■■■ I x I GLUE UP 1 - _ m...................= -i E - ■��■■ O11111111.1111111111.1.11 ANGOUSTTICA TILE SURFACE TO PAI BE / SEE I \ • M_ © NUMBER IND(GATED 1�I IH CONTROL JOINTTYP. I OPEN TO FOR ABOVE (_INE OF � PRINCIPAL 5 _ • ' BOARD CEILING II OFFICE .•,•,' I O.TS I I j I AI I I I- - I STRUCTURE : ;I STEEL • ACOUSTICAL ; STRUCTURAL SIT CONSTRUCT DRAFT STOP - ! -- h � ��I DECK, PAINTED PANEL CEILING TILE MOUNTING BRACKET- TO CLOSE OFF SOFFIT I 1 t ..� . L PENETRA ON DETAIL: • FRAMING, TYP. SEE DETAIL \NTERIOR, 4• MTL. STUDS c SUPPLY OR 5/A9.2 FOR BAMdEi2 (TYP. FULL HT. + 1 LAYER GYP. ...._!..,1' HALL ri_ AIR CONSTRUCT DRAFT OP OF 4) - SEE 19/A92 BOARD TAPED , i - �AI12 r rL RETURN TO CLOSE OFF SOFFIT \� �1 GRILL OR INTERIOR, " . STUDS PANELS WORD5 �. ,, I ` DIFFUSER FULL HT LAYER GYP. OFF GE I". BO TAPED COILING DOOR -,-., AHO• _- - • --SPRINKLER — 0 411 -4• MANUFACTURER \ :-I ■I __ HEAD O O I, " (TYP, OF 2) on b'-1,' 71, _. i_______ �_ !. !1111. Irllr ■IL -® +� LO I II. , :.._: ..r, .., _ ■■■N■ ■�■���■ ■�■■ ■�� COORDINATE ACGES_ 0 N • ':ll n 9:-b' Q• 'I '� • Ii'v C3 :.II; ";CT'` • ••if• • ' ''•. ' :© • ■ ■■■■■■ ■�`■ 8,-0.f■ ■ ■�■■� Arai, PANEL LOCATIONS W/ CN I. _ j.. +...' • WI iti II ■■ ■em ■ _r/■ .■�::ri�:■■■� r MECHANICAL FOR O L t`-• , eT— r • -�■ A109 ■_ ACCESS TO VALVES V♦ }� Cr) - WA 1111L1 COMMONS • •F . .•.....:• ''L��• —��I .�11�� NEN pima %�Nosson rMI ABOVE (TYP. OF 2) �/, •: : ._ I. II r11111111�111� ,-lo• o -CZ= • ,-Irrr►� rr�sWM r ...�■■■■■■■ ■■■ '� IINIMIIIN ' " PROVIDE BLOCKING ABOVE CEILING I 1( Il I - O O '� ,, ,.. I.. -- --—�� — ''-' FOR HANGING MEM/ BOARDS--SEE I = O -^• • KITCHEN DRAWING . WORD. W/ BOARD 1 ~ OI G illR DRILL HOLES Tt S ACT FOR GRAINS I cp EI �I i' ""`1 rr r A105 II HALL I •:. LAII3I E a) V/ RISER .: :'DRI%. :, rr rr _ : STAFF I CLOSET :�, .'STORAGE : : ' 1 _. :: ROOM (E) CD W AII4 iiAIG31 18-0.7� !108, • 1111111.1C �� rrr��rr' I —I ' CO 8 — — — III KITCHEN 17 �� " .. Iwo tin 11=11.0 12 I !_o_igil . • ! wg, .., 1111111r.i. .. ipme•liwA ---1 <ID Ilirillmilli.frign . - ��0 . wsoon 1 WE 8'4' Mill WWII r ' > t .1S yi d•s ,h w at P " �.`�I' Ill TOILET mom O • • I ,� CD :Iy Y>„'r1. I. RJ r • r•s y r i! t • rF or• t1r 1 h?d f,. ..A 1•�iry.�Y`' kl• i•}` Al T r 1 Fty`tprE gioy I I , _!' ....- -,;44"10 r r r r r IV� d 4..,y�� S..{ 1 : , k S. S It t rey'4 a1 0 , J e CD r..�,, t '".X. ',,'"I‘"1"'SI 3 '•r ` I II r .'t r ,,rr V) 1+4 F 1 btlX+l ',� �g r Iwdf5"yy1'7 bR$ t. I � G 5T. RM. AIOb : v.'lt',r..d U t1id �:d d! t • :.f,, 1 1• f•'f+0. •,•-.,;••,41•1,..f•-.1.1 ;-..,,•I }' V . 4.i.* )i '•.'. ," •':i }f,}M1., ..„, ty.i r Q� M �= AIOI iL... h:.: rf"1<7 {Yx'r•�L -.'v rl . ,-,`...1.4‘,,,,.,.1,y A d. J",-",r'.'i ri„{ ¢t.a or 1'Tr.id, I WALK-IN COOLER I vi it Gd111 _� q'.�•�.Jti ,,1xN�e1 ,r , •.s„.: }r „,,,!t•,$••••' .,... :ka s k Wf✓4>n , �a kal,•. si r r , :t;:i „C .:t 1• r4:+$n Si , , :1 , - JY I t „t sA c, 1� • OTS ABOVE +.my ' ",i dr I I ° Ca Fe"T. L FOOD SERVICE Irrr I� Q a. • r F,+ I D LIGHTING INSIDE I Mgr 7 C j d i 1 e 1 ,' , t!t f &, el + -- 1aY #�' ny{i; t :w • 1 f' • t t��,]}.. ?4Y df:kYrF rxy I' + t } :y tJ�3 FOR P { 4 n,1 t T(^?:iq J'�-Ip,n� aw�a rrc'$ iiL� N COOLER I■ I- x s xt i Ff ...y i t.• ktl + L� ?`, ; :x qq ��t}. + e AA 4 �1 r ' SP likC ,]} Ag�� .jej 6 � +1 ;1 .i ' t..2. ,...k �'n+ ; "Y.? Hyl Lln r t ��" µ i ''' trry' tfr'7.,..i,.,,.„. 2282 y ! • ti St i • ;1 t1111 '•ic ¢ t f R 7r pPPP-•:,...P4a 'V 'M ' '.{' Cli..) �: /- w v p �"k,•"•':4,"•":".' t> �� , ; -',.?•:',',' ly e, ..'t' +Iv° t •n fi 11�P f U p w , t 0 rVa! * '''r t. .r Ix' ' •• ,• •�. 2(,,, i r. ' � ” I REFLECTEDCEILING PLAN i y >1 M �'. t o F�- ' I �'• t wl { Aj•I SCALE. 1/8 =1'-G �11 idA t A0.v b •jp n' t3,: t r 4..`,..• t'� .i e �.?eht r . e'r > *' nY 9'} a y .i t ` : _. sv -,;#4.4,,,,,....,,,. . , 11 ', ,♦ rA+,4N.,($y``,„ Iky't,,F' ). .'iJ ••, t, r x"•” , . + �' uYi • �, r •>< 4 .. ,.,:,?'Y"'•� r a` t .fI ° d �I�„ r^ 'L +ti • • t t `.4:14.1.a,:. x✓ vN •,A,,,,, ,c 4 rs swss2 ." • • 'r�,g t o 7 • Y I" t -P ''` k'),../.'•''1 c if•r p h a - } '�, is Y 14 :er it r °4 i t M , O� �� ,1 r tl _ aA t ' ".} T Aa � x �' 1 .14a I:i 1 .I F ti r I .,C. L • .�^+ fi ,�,jyr y•. AIA F Y 11 : ( r , ,, • ,�A �. �. ,� ' 11111°I___=_SITYP. 0 - SHEET METAL • x� r ' b t l,t �- PTD. SOFFIT BOARDR TYP. ', , -� p j' -- ':1(ECT METAL LEADER TO t1 ,k 0 T ., „ i- E - - - -- - -- - - - -- - - - - -- - II STL,. PIPE DOHN iPOUT, TYP. 1........Ea 1 , , _44.1 - • —...: -,_=—_ ___ ____ _,_-__ --_-_,.- MI - • — .am —_ —. —. _ __ I ___.,,, _ _.....____=„ ...7----.--.--- '-'=------- Z. Y --.------= �� __ - k • y plan "— -- ,-.,-__ /_ phase Construction Set, _—V I f - -- —_ !a — _ date June 1, 2004 _ _.' - _ -PAINTED STEEL -- — . -- —_ - II II -- ----- -- - - - revisions l • • - - _ - - O.T5. �.x • — _...:.=_.— . _— - ----- I �' _. = -_--- __' A101 r -�__ — _ - --— ` 0 — LIGHT FIXTURES, _ — - _ _- _ _ _ -- --- ELECTRICAL FOR TYPES ..------7--- --7 - • r _—_ " • V _ __ ____ -,---__...-,-_-_--: --_,--- -----:_-__ —- -— -- \ '_-,--.= -=--_-= ___ _,-__::: 7-= 1 • _= project# ( 03021 • 7111111.1111113 1 al EL $ — ♦o R r,y REFLECTED CEILING PLAN ri -- •— ' I. vitnrwe Iyn,u 1 • +,, ; HUP2003-007(1! 11.1= h REFLECTED CEILING PLAN-UPPER LEVEL COMMONS ,, ,, X6.1 9C,rV.1� II7�••1�4' >>of . .._. 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I I I I I i I I II II J,WI Illill IIIII IIIII,,1,11111111 Ilnl,ill III111111 1!11111!1 111111111 II IIlI!111111 I I III 1 1 111 ill I i I 1 I III : ` l d I� • 2 • , I �' , s Ib 1 1 lip 13 114 } - 115 17 118 Il0 O fdl g>ZI3 >l4 ■Id 7110 I Q f ■ 7p.i .":,, , ' _ I. I t , . • i r I:1.' 1 .1` � � 1 , .s .; • • r r . �C.4'� K3,v zr: I} t E I 1 • l v ., .,.. 1:1 ` r,,T, ,•�... ,;.. t,..:;a. tt 1 ,Rt y\ eAN }" , • x fE t '{ 4 r .. .3l;aidi ' .t y,.L[..:J' : • I .�.e, 1 x`f I • i •: `t. r �f ! f_ ` : ✓T 1.:,•A.,`�,th&.',Krcl+Va,W43MY �YB^'A°I'., n,t;cf : ,,,.. +' au , •• • I :..,, - l _ S , 1. •n . 4 'f,'‘',.::0.. a r u / ' , ,%,,,„,., ,r • ID'_B. . lot< /..._______4,3I " sEE DOOR. SEESCHEL4'-O" SCHEDULE SEE DOOR OF - \ di Ark - - SCHEDULE OUT le f f- I' i 3'-0" ARCHITECTURE•INTERIORS PLANNING -_ Op SEE DOOR - - --- - - SCHEDULE f• 4] E n / CD a ( H N r 1 ` L_ W 3 133 g 41 IL 9 va - in l aink O O O AB C D h o a V Q , 0 .. N 4 Z k STOREFRONT TYPES © HOLLOW METAL FRAME TYPES J � 4 0 Ab.I SCALE. 1/4"01'-0" AB.I SCALE. 1/4"■1'-0" 0 o a a „-, • 0 cn inCI ISEE DOOR SCHEDULE FOR SIZES] MIS GLAZING (100 GLAZING (SEE- SQUARE INCHES SPECS FOR MAX.) SIZES) 4" b" 6" ---CCI-NL 1 vv v m \ \ \ .� A B C D • Cn M CD DOOR TYPES Ch ® �� Ab.I SCALE. 1/4"=1'-0" �' N SEE WALL TYPES FOR SEE WALL TYPES FOR :LE WALL TYPES FOR SEE WALT TYPEC S FOR SEE WALL TYPES FOR C1 L WALL TYPES FOR CC NALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY �� INFOR' iA• 'C:,; INFORMATION INFORMATION INFORMATION INFORMATION --F----4--- INFORMATION O imam O � 4,1, as O ♦ + • BLOCKING AS �; 1♦ , I ;� V o r . / 0 cu ,...„. .. . s.4 .. •• �/• / METALREQUIREc , I / HEADER--SEE STRUCTURAL• i . • •' .• '� / I / HEADER--GCC STRUCTURALCo) = cr. e / • •d / BLOCKING A5 d • • ,.� 4....:...........:•:.:4 •,. . • ' .. • ••' �� d --BA:KER RDD t d• REQUIRED I n d : e+ I �^ J f 4/: SEALANT, TYP. •� .• • 'e .� .. 1 .. •... •• .) • • • ` • a • ' MP I •.ii WHERE OCCURS •: y ! . �- r.,_---------WAINSCOT SEI ROGGURS s • e • • BLOCKING / , I im=v1 Ce ...„.4.4, 1 A ' • + I N e • 7 - BLOCKING d • .` �� I SEALANT, TYP. ; '.• • _ ' 4 \ I SEALANT, TYP. CO j -� !- FIRESTOP, Tl^ IT; ci5 3 I/2" �- BACKER ROD t �\ \ FIRESTOP, TYP. -. - �r DRIP om SEALANT, TYP. HOLLOW METAL FRAME �`� --�� --SHIM A5 -� - HOLLOW METAL FRAME �p COC L L \ r--' SHIM ASMillilli7REQUIRED N\ REQUIRED — fl-w - --HORIZONTAL LOUVER • W = (1 O _ \ L �I �, REQUIRED 1. - I BLINDS--SEE SPECS O \' SHIM AS I \ HOLLOW MTC. HOLLOW MTC. _ d- - REQUIRED HOLLOW METAL FRAME--GROUT FRAME--GROUT - '--- ALUMINUM -SGIEDULED ) c.„ - FRAME I I SOLID L.: LEC _`__. � ■� 7 SCHEDULED I DOOR OCCURS--SEE SCHEDULE ■- CD -vc_j________1[______ i STOREFRONT j 1 DOOR � i---SCHEDULED DOOR. '-- OR TYPE �+ L �O� SYSTEM • HORIZONTAL LOUVER BLINDS in `"CI SEE INT. ELEVATIONS FOR LOCATIONS 73 / ► HEAD DETAIL ,_ 14 HEAD DETAIL /l, HEAD DETAIL/JAMB SIM. 16 HEAD DETAIL I, HEAD DETAIL/JAMB SIM. 18 HEAD DETAIL/JAMB SIM. Imo Q 1'-- Q a /ab.I SCALE 13"=I'-O" Ab.l SGALE.3"-I'-O" " --- -41 a "- 1 Ab.I SCALE,3"=I-O A8.1 SCALE.3 -I-O A5,1 SCALE.3 -I-0a A8,1 SCALE.3"=I'-O" _ __--__-- _ SEE WALL TYPES FOR NBCT-1, WHERE OCCURS- SEE WALL TYPES FOR SEE WALL TYPES FORA WALL ASSEMBLY SEE INTERIOR ELEVATIONS WAl-L ASS MBLY WALL ASSEMBLY T-I, WHERE OCA-- WA WALL TYPESY FOR �SV' ARC • INFORMATION / INFORMATION 1 - _ SEE INTERIOR ELEVATIONS WALL ATIO ASSEMBLY �/ SEE WALL TYPES FOR ,, HORIZONTAL COINER BLINDS ., V^ - INFORMATION INFORMATION INFORMATIONWALL S MBLY o.411/11,7v., TE 2282 L•r �,• r Sr_ INT. ELEVATIONS FOR LOCATIONS •, • r_!�- - CLAZING--SES SCHEDULE �/. <• - FOR T` PE _ I �-' -, d' •. . • i cryoEl :r ,' 1 - h • j/„..__ALUMINJM 5TOR.EFRONT ie , d ' BLOCKING A5 _ �;•; , , I ! O �_ SYSTEM-- ,t rir , : ', NECESSARY HORIZONTAL LOWER d' • • I e • •. • • . L� �`' SEALANT EXTRUDED ALUM. - °: `Z BLIND--SEE INT. ELEVS. Q r',__ d Or 7 SILL BY MFR. 'Ly ,; e • + FOR LOCATIONS f I / a , . , .. •d• I S ARE • e _ N/� / V PLAM 51 _ - • .e • • • L METAL :r �yy ii • • • ' X,- BLOCKING i' • }+ f -,,,1'...', - SHIM A5 • 1(,tonnimassmof. "�_' \ d • e1'� �',?'t � i , r -I r•''r�` 'J I/a a }�_ "�'�.� _� HOLLOW MTC. FRAME `� ki • • d' r L METAL ` • .e .' . '` t� 4 t t� . , t � I ' � L�.J 1•""��r r�" -� �� \ f r. • • 'I . •. • - 'd s. REWIRED r�C'": \ BACKER ROD t y t • , r y1 - %° --- - SEALANT,'- -_BACKER RDD ! I SEALANT,IYP. \-_ •4 • • SEALANT t - �� SEALANT, TYP. \ •041i-:'''.'�' 4f �• I" ! r Ill;; .. .. SEALANT,TYP. ��-- SHIM A5 L.•r �j•::•:k......•._ ``_ • ..` -���. +" MO - ALUMINUM FLASHING I) `�` RPQU1FiED • BAGKERROD, FIRE-STOP, -I` TYP, ,, TYP • I!4' r - I S • c ' TO MATCH --HOLLOW METAL - �� SHIM A5 -- SHIM AS f;sri s 3/4"� '•;•' • • d S0 MATCONT FRAME -._._-._� _J �� REQUIREDL .,`�I, REQUIRED ,r • • '` o SCHEDULED WSGT-2, WHERE OCCURS --- HOLLOW MTh. '` HOLLOW MTL. • -L DOOR SOLID FRAME--c10 MI • `' 401. a • • . • • - - �` —-- SOLID RATED • `R' :? ; .♦♦�♦ -Ix2 HDWD TRIM, WHERE WSCT OCCURS 7) r " o ?:�: • -Ix3 HEW) CORNER IN/ " CHAMFER WHERE WSGT OCCURS --' rV-- SCHEDULED- DOOR -- I - --- SCHEDULED .1.,`,7r,.+0/: - DOOR it !#2 $ HARDWOOD CAP ABOVE Ix2 HDWD TRIM,WHERE WSC OCCURS WSCT-, OCCURS--SEE INTERIOR ELEVATIONS x CHAMFER, WSCT OCCURS I WHERE 13 HDWD CORNER W/96" WHERE 4 Ici SILL DETAIL 20 JAMB DETAIL Ai SILL DETAIL HARDWOOD GAP ABG'VE - JAMB DETAIL 24 HEAD DETAIL A8.1 SCALE,3"■I'-O" Ab.I SCAL.E13"■I'--O" A8.I SCALE.3"=I'-0" Ab.l ' SCALE.3"■I`-O" A6.I SCALE.3".1'-0" k e y p I • A SEE WALL TYPES FOR. -- �- PR phase Construction Set d WALL A55EMBLY EXISTING WALL--VERIFY EXISTING WALL VERIFY i INFORMATION ASSEMBLY / ASSEMBLY WSGT-I, WHERE OGC.URS--- SEE WALL TYPES FO • r-- — � - SEE INTERIOR ELEVATIONS INF�oRMATIASSEMBLY date June �,2004 • I —P 1,.....•^---..'-- I • revisions 1, '• I _ WSGT-2 WHERE 71 1 1 . ; 'i.:.�, �A. ` •:—_ i e' •.A. •, ' , : • • .. I d • -.r • • i OCCURS 1 ".' 4Z a ill • ---- . •. -HARDWOOD GAF ABOVE WSGT-2 WHERE q \ : ��� d - ;e e' A. ./ d •. . • • • + • �''' e • • • •,f °• BLOCKING AS / • •. • .' N4. WSGT-I, WHERE :IN h I • • • ' �• �^ • '"�: • . e e • -- i T • INTN21C71 i ELEVATIONS • + I ,� •, ' . 4 o' lAir •.. . j • -- tira 1 .it g , ii. ii • I' .e « -- SHIM A5 REQUIRED 1 • I - -T--- d4. • ••• �L- Ia � s.. - 1 ' �l --E}AGKER RDD t BACKER ROD t a • SEALANT t illeluell'ir'' " - .,;55` .::;7 •.'"-"- -- --BACKER ROD t I -_ SEALANT SEALANT ;`� • BACKERROD,5E/V/ANT, OD I SHIM AS .- SHIM A5 ►fr7- l•• •,_:•�:,•• -` T�,:P - ' / REQUIRED REQUIRED -ALUMINUM -- HOLLOW MTC_. HOLLOW MTL. I /4" - SHIM AS - 1 r II I 3 I/�" STOREfidpNT SYSTEM FRAME FRAMEREQUIRED -��, - -. ___-- HOLLOW MTL. Project# 03020 - __-- I - DOOR LED ---- LED RATEDSM --qO MI FRAME TYPES DOOR ' _ `-5/6" GYP. BOARD • NEW OPENING,.7'.P. PATCH t ..--- SCHEDULED DOOR TYPES g _1x0 H17412--T-1 1�r 1„�T PREPARE EXISTING WALL FINISH AS NECESSARY, ±-1- DOOR WINDOW & DOOR DETAILS PAINT ENTIRE WALL. SEE INTEF.IOR ELEVATIONS Ix2 HDWD TRIM, WHEREGG(/R_5 Ix3 H[11"1D co -i R hV 9�" CHAMFER,I# RE Yt'+GT OCCURS o -PLAM SILL BELOW W 1' C.ORAER CHAMFER R(AT WINDOW) Ix3 NDWD CORNER W/ " CHAMFER WHERE MGT OCCURS \/: :''''t.'''.:.1'.'41:.*:''' HARDWOOD CAP ABOVE k N AMB DETAIL ® HE:AD DETAIL/JAMB SIM. 2b HEAD DETAIL/ JAII B SIM. 3o JAMB DETAIL A8 • I AS+.i 5C,ALE.3"-I'-O" A8.1 SCALE,3".1'-0" „Mil.00 -0070 41 ;d '" - ---- A8.1 SCALE, I'-O' AIM 24 of 42 FSUP2003-(10701 .,q,d,,4iupyyNlpypwa'}t7c - ____..__ _. - '- --._ _ ___ _ _—. pn6�hTw•rw"."• w•ar•Iwrwa•f••.r Y 4 , �il c III'. I.,, 1. ' ;1I,�,i' I Ij, jl,:l jl,:l 'I'.i' I I II ..w. lil III ,. r •� • cro I ' I I 1 I I I II liI''ll I II III111jII„III11 1niii,,TrI,1I I�1Il III IP'NiIIIIIIIII.I I:I!'I, I lllli IIIIIIIII 111111111 IIIIIIIII IIIIIrill!I IIIA 11111111 I1i11 IIIIIIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIII lillll!;I' it• d 3 d t3 7' E�LIGINLITY 111111P itl 10 I I 12 13 14 I ; I e 17 le 10 2l0 '2II 2I2 219 2I4 2I5 2l0 2I7 2I9 2l9 3l 0 • I0TIII.I el. - ‘, '.. '. . ..” '. r.1100011,40mW • , . i 3 0 X „ ;4, k6i ' . .. .,. , . .\ • . . .. , Ya•- f te 67 if ' o t 4...f. 1 :PI; . %'' ';',1,::::,•:.;.:.':::Y. ay' ..': ' 1' Jti "�f l wal'k�•' :,;',,,, t ' f. • •UNDER _ STANDING SEAM CLIP LAYMENT --- - -- - ----- "----- -- -- ---- - --_ ____o_ `� SEE 2/A8.10 FDRTYP. CONT. P.T. SHIM - NAILER - Z----------. ,Ic•- 4`� �611TTER/FASGIA DTL J0 - 3 -- --� - - METAL ROOFING, ``'\� .'4'.;42...;,..,C / CONT. P.T. 2x -----.. RIGID- FIELD FORM ! ; r r �* METAL ROOFING W/ ,__ ! PREFINISHED SHEET TOP PLATE INSULATION ` EDGE TO ;�: t' 1 /� SEALANT 1 1 �� METAL COPING PREFIN SHEETT INTERIOR DIME/�iION �,• OF J CLOSURE "q GLINT. STC. --� ' \• I AL LNG `,. MTL RETAINER STRIP T CLEAT DECK " VP ANGLE CONN. i i :__ �'i -�- .�, - CON MTL - PEtt STR1JGl ( li - LVET 4 BUTYL _-+ . SET IN SEALANT I s ----- ----- � POP R STAINLESS t TAPE E at /1 AND NEOPIZE.NE '-'-s . "rj DONT. STC. I WA51iFR • 2.4"D.G. - CONT. SLOPED �, it _,,, _ CONT. CONGEALED '-' I - "J' CLOSURE FLASHING �� PLATL W/ n 1 C 01:1 P.T. 2x TOP �-- CLEAT EA. SIDE •` ` PROTECTIVEI PLATE ...------<"-----_- { Irl I I, c �f -.- .„...../......'...- _ T0214'50411. •• • - I 1 \ - i'"�� �` CONT. �EfLAN I •EAD STRUGT. DWGS. - I-. \ MEMBRANE: DONT. Ib' - I �.../- Qy •D z ° �- \ - UNDERLAYMENT, LAP. MTC. Z T J --LAP UP ROOF CONT. • I S, n ARCHITECTURE .INTERIOR9+PLANNING \ � y' CONGEALED iv-'{I, C/ �. FASCIA -l...7,7,.....i...' �� DECK 12' MIN. -- I \ /!//�Y////y%%Ii!//•Il'�I9/,y///G / _ ylcry, ) a v CLEAT CONCEAL 1 �.�� �- d SI CET MTC. d / 4 D' co .NGWALL GUTTER (SLOPES I - - \ \ FLASHING E SHINC W/ (2) -7X4 BLI:G. GOVT. _-___ -_ / 2X4 LEDGER ---- - TO DRAIN) \ �--- CONT. SEALANT ^ ///i////I//I�x ;%If7 //FOCI/7. HEMMED EDGE, TYF". II - SEALANT t d Q CONT. STC. 4 • p CONT 1J 2Xb BLK6. FASCIA COVER % '�� _ - SEALANT CONT. _�'� DONT. SEALANT PLATE W/ c 2X45 • Ib" OG. 2X45 • Ib° _ EMBEDS PER tiA X\ d - \ a CONCRETE TILT I STRllGT. DYY�S. W rn a HANGERS 0.C. ON MTC. a - L d HANGERS I' 6 \ p ...,,. III; -' � �-- PREFIN. 5441'. MTC. d d , c Cf i d d d 4 rj '}9cT. ,+.: .:'" �� Il;lts HALL FLASHING `7 a MATCH B.O. FASCIA W z SOFFIT COVER 15' PLYWOOD 1 4 (2) LAYERS 9b" GYP. 11 - o F�4VE W c; a 1/4 SOFFIT BOP,RD SOFFIT BOARD METAL CLIP BUILDING PAPER �1 �- a p SEALANT DONT. SEALANT GOVT : I/4' 'i 4 d WALL BD. SHEATHING 4 METAL. CLIP Z o SHT. MIL. FLASHING \ SHEET hFTI • FLASHING W/ DRI EDGE d Er>. SIDE - 2 HR. 4 ! a a a Al - WD 5M? RATED WALL 4 4 d SHEET MTL. FLASHING _ „ W/ DRIP EDGE Z "_ 2X LSE - SEE STRUGT. o I SOFFITS DETAIL GUTTER DETAIL d DETAIL FRAMING HI INSI;L. - - p -- -- 2x LSL _ SEE STRUGT. 0 ;: L.-).. 8.1. SGAL_E,3"=I'-O" i e PARAPET D TAIL �, PARAPET DETAIL. ~ 6 •8.1• SCALE,3"=I'-0" NOTEI GOURD. GUTTER EXPANSION I ' 8.1• SCALE,3"■1'-0" b DETAIL RAKE "' N V --- - -ITS. • MIDPOINT OF GUTTER J b.l r SCALE,3"=I'-O" = z 8.1• SCALE,3"=I'-o" u o 8.1 SCALE,3"=I'-0" p o \' f � - a z e it gl' p "-----------...__/ I n d v d PREFIN. SHT. I` ` WD STUD FRAMING 3/4° TURN-UP AT PAN END `J M r 111 i, E i MTC. WALL o r; o Q INSTALL PELLET IN ���-�^ :r o. FLASHIIiE "Z" FLASHING SET IN 0 SAWGUT JOINT \ (/ • III' SEALANT W/BUTYL SEALANT APPLIED TO ENDS �. d I'REFINIGHCD SHEET METAL ,�• POP RIVET W/BUTYL / ' 'N'''' s- � }� PLYWOOD 4 p d 4I� WALL FLASHING �I 55 SCREW W/ NEOPRENE 4 v !� I -r t WASHER O 24" OG. dSS.BUILDiN& PAPER -� B REW W/ RIDGE FLASHING- TAPE O PANEL SEAM, TrP I '�- FREFINISHED SHEET METAL \``` PREFIN. SHT. MEL. NEOPRENE WASHERN 111111 Q Zrd I` COUNTER FLASHING ---s•• ��_/ li C.OUNTERFLASHING ° 0 24" O.G. RMETAL OOF, TYP. -, I. I - PREEN. SHT. MTL. fp*_ -`' "�o�' Q d C.OUN TERFLASHI NG d p d CONCRETE TILT WALL (` d - , STANDING d a I -`- 1 SEAM CLIP 1 I\ BUILT-UP ROOFING SYSTEM 1.1P..A:„ I \ BUILT-UP ROOF 1 ON BEARING <71 �• SYSTEMI /4♦�� "\ROOFLINE --- INSJL TO HIGHEST PLATE, \' INTERIOR FINISHES - __---- �� ♦♦ j /♦ ,sa FASTEN PER a ♦♦ ♦ PER WALL 5EG'1 IONS \ '-'`�`, '. ♦♦ iC -. womiime,�•♦��) d d � MIN. ,� PER sPFcs. ........:..... _ UNDER- , , Ityp--... E. LAYME ^ IhlSTALL REGLET IN -- , d �` a.v SAW LL JOINT _ '■., I ' -� RIGID I -- !.,Miry ......---yn. ii __.....l �, li �ii�■ :'� �' . d killohy I INSULATION 2x P.T. WOOD +--_+-I i ..'REFINISHED SHEET METAL \ ALI! NAILERS • / \ + 11 •--•• '� _ ACOUSTICAL HALL FLASHING d ( a -������� METAL DECK FLASHING DETAIL PREFINISH D METAL- IIIII -- _ PAINT �; '�JUNTER FLASHING 7T2UE�5 BEYOND O � ' SCALE.3"=1.-0" CONCRETE TILT HALL d 4 q FLASHING DETAIL to PARAPET DETAIL -�� 8.1 r SCALE.3"=I-O 3.1• SCALE.3'=I'-o" �� i 12 IDLE DETAIL 8.I• SCALE,3" = I'-0" .1.7...... N A d 4-,+ BUILT-{!P ROOFING SYSTEM--- ♦� d • O ♦ rJ' csi PROTECTION S I ♦♦♦� 4 REGLET IN SAWGUT JOINTlk � - EXIST ROOF TO V! TAPER AT EDGE d CONT. W/SEALANT REMAIN • HOT AIR WELD O NEW BUILT-UP �_ c Ll PREFINISHED SHEET ROOF SYSTEM : SEALANT ��� METAL FLASHING, ALLOW ;` O CANT STRIP OCD 2x BLOCKING -t Wijiw:11 . ::::: :::::: / a nMIN 2" MOVEMENTNEH GRIGKET SEALANSEE ROOF PLAN TA ROOFINGMEMl3RAtlEA 11113 Od I S� 18/A8.10 FOR TYP. /�.I PROTEG"PION ROOFING MEMBRANE 0cp\ �■ ., MEMBRANE FLASHING .: i' •I I EIOARD 0 fa LGE d WATER SHIELD J .,:��,:�:::�� 111111 d ���-- CANT STRIP ' ✓ l.T..� ..5�... %fs In /lf�/. '.. " 4 ��♦♦ GYP. BD. CEILING :,• ,-, E /'� j , V J 42, PREFIN. 51.4T.TOP PLATE 1` ` d 4 I • �1 f ' -J��♦♦ ATTACH TO JOISTS < <_ \ - SEALANT SF T. MTC. --- � ;1 - I�` SHEET C _ NEN PT. ,... it GOUNTERFLASHING �- � ,■ _____�i \` METAL IFLA�HING SET 011101' -4001 �` - SEE 5TR1G TUBAL FOR EXIST. 610 CIO 2 TOP PLATE / �I - w / �/ �I EXIST TO REMAIN ■ _ � .� IN SEALANT =F� INSUL. BD, 4 �� i-- - PRI=FIN. SHT. MTC. i/ EXIST WALL " _� q ; WALL FLASHING i� PAINTED ANE LE, SEE "C7 EXIST ROOF- �'4 PLYWOOD /./5..--14. I / . • , }'�� I 4 / 1� PLYWCIOD if STRUGT. •� I�V G / „\,,,......______ , ! DECK TO / 2x BLOCKING I ��� i' `, SHEATHINtS 10 PAINTED STL BENT Y/ (o REMAIN lJ / 3"\ `-- _ZEE 2I/A8.10 FOR TYP. y�l� l BUILDING PAPER I jy PLATE, SEF STRllGT. O I'-b" -- / a '' \\., CANOPY GLITTER DTl_5. \_� II,' • j� 716• d ! / �? __ "' -- NEW WD STUD j/ N__- ! 1/2" GANOP'r' METAL -- d m /U/.y. PAINTED STC. BENT C`�'' ill FRAMING W/ IN51JL. 1` ' �� j� DECK - SEL 1limmm O M L�.�,�,..�, .� ..�,�,�..G/ STRUCTURAL 4� a sero CO V-. PLATE, SEE STRUGY. EXIST ROOFING • - STC. C-CHANNEL PER �� �I ,- SS ,' ,,VV NEOPRENE DECK TO --------- -. �l j PAINTED GHANNE-, maw�� + O - STRUCTURAL. J J� Z'I ii / WASHER O 24" O.G. REMAIN. % SEE STRUGT. �� L Lo Ilk 2x LEDGER CONT. d PATCH/REPAIR a/I/min. Ct/ v N SEE 57RUGT. 4_________q\-._-41--_- T5 BEYOND PER STT2UCT. aI ` I_/ - N AS NEEDED AT I PAINTED TUBE STEEL, C AM LASHING DETAIL FLASHING DETAIL ► CANOPY/GUTTER DTL. PREFIN SHT MTL SEE 511iUGT. .o, "ID cp ' DEMO AREA • 8.11 SGAL i=,3"=I'-0" • i r SCALE.3"=I'-0" •8.I• SCALE,3"=I'-0" �'`� GOUNTERFLASHINGNEN HD T SILL • CANOPY �- Q f-- Q t / ® EDGE DETAIL a. EXIST. WD BE! -� / �•, • Si. SCALE,3"=I'-O" TO REMAIN i--- PREFINISHED SHEET II..-- METAL FLASHING SET -- --"-� - ,Q�) SEE I8/AAf1 I F IN SEALANT - BUILT-UP ROOFING PARAPET DETAIL ��� -`REGLET IN SAWGUT JOINT G•,`� cf� LAP ROBING SYSTEM AT EXIST - ink /- O OR TYP. \ SEE ROOF PLAN CONT. W/SEALANT `. MEMBRANE FLASHING / MEMBRANE OVER g:��,\; FOR EXTENTS W SCALE,3"=1'-0" - PRFFINIGf ICD ..,HEFT ;:� ,j EN. B.Z S GUTTER END DAMN q0 • -/ / Rr')OFING MEME'RANE •;;.♦♦♦♦\ METAL FLAShiIN(i, ALLOW 1 ' d k����\�\ - CANT STRIP III......... \ / MIN 2" MOVEt FNT E ROOFING MEMBRANE \ -_ SEE IS/A8.10 FOR TYP. �$ " __• �_ MEMBRANE FLASHING 0*�' S • TRIM FLASHING ALL AROUND - �� a 3/4" `�� I / PROTECTION BOARD • _ I OF CONTINUOUS SEALANT BEAD, d j _ I - CANT STRIP MEMBRANE ROOFING ALL AROUND SCUPPER OPENIWS I/2' I I I/2" CANOPY METAL I r ji ! d DECK ' 4 d T� •\ i j / a- PROTECTION BD. FAINTED ANGLE,SEE " 1. STAINLESS STEEL �-- '•• - 5GIIPPER TUBE W/STAINLESS d Ij - 5TR11GT. STEEL FLANGE', SOLDER ALL --- d d Ir , / - I PAINTED ANGLE - SEE PAINTED STEEL BENT i \ SEAMS \ 1' PLATE CONT., SEE ,l STRUCT BUILT UP ROOF,LAP SCUPPER � - J-'J STRUGT. d CONTINUO'S SEALANT BEAD --_ ` � ��� f \` I \ d 4 \ " I I:Z" CANpP-" MTC. DECK ~ j--4" FLANGES ALL Af�UNp I --------------__L PAINTED TUBE STi`EL, ' � 3 \ `�F+ 51RIJGT. d OVEi3FLO1K OPENING / - I/.iii.. FAIN F,� STC. BENT \ �`'-�,_ �_ `` SEE STRUGT. EXIST STRUCTURE 4 y 1 VPY. r- CANT BE I OND .��YA�\�Q•, J " _ PRFFINI5HED SHEET --- - ______ /_ TO REMAIN - SEE PLATE, SEF STRUGT. ' b' 4 METAL GUTTER - SLOPE STRUCTURAL DWGS \ NOTE, SEE BLDG. _ . . -...._. r TO D.S. NEW WD BEAM -•- 4 STL C-CHANNEL PER f r ..:%i' ii 'i». ;.i i�. TO BEYOND PER STRUCTURAL ELEVATIONS R WALL '-' " I STRUCTURAL SECTIONS FOR LOCATIONS TS BEYOND PER STRUGT. 12• WIDE GONvuGTOR HEAD ° d ; \ /s, ®CANOPY GUTTER DETAIL 22 PARAPET DETAIL SCORE PATTERN DETAIL ak CANOPY DTL. • DOORS X8.1• SCALE,3"=I'-O" - k A y plan 4 ' 8.1• SCALE,3"1.1.-0" 8,1 or SCALE,6"=I'-O" 8,1• SCALE,3"3.1'-0" III ry \ ROOF BOARD phase Construction Set 1 d __ __�• p .. 1 clio. . . A 2X5 DONT. ``3 x 3 GPLV. T.S: ------- d 3 CONT. WELDED I • END GAP ��------noon i FI LED __-_ date June 1, 2004 ir AS SCHEDULED n OUTLET TUBE, LAP GUTTER -�� RIGID INSULATION 9 GRIND viE1.D5oTM - ! iii ` revisions!! 11 Addendum 1 • 3" MIN., SEAL ALL AROUND .r - PAINT ALL EXPOSED _ SPECIFIED z. 1 d d I SURFACES 1. - ppOOR STOP I IL, 3• PLYWOOD DECK `-- (GOORD, LOCATION '� % THRESHOLD SET -- -- - --- � . gR y �A SRDWARF DOOR ik- _� ' / ;r: BED OF _ _-.__-- March 1, 2004 5 �� r...., ,1,1 NON SHRINK CONC.. PAVING 4 d ,� b«a 1 � GROIJ' --/__ Y", • I , v - \ --- .r ��` - iI /- 1'.5. GAhIOPY COLUMN -- SET E7t E IN • '� DOY'NSPOUT ✓ d I.: b"x3"xl/4" PL/1 TE SECURED j i - SEE STRUCRIR.AI_ I ' SEALANT k a*,beA"' raEaid dTO GONGRETt° W/ t/4" X 2' i 4"x3'xl/4" PLATIll -._�_._.. -------..• ' ,�� BOLTSINEXPANSIONS j �- WELDEDTO GOLUhiNd _ti. d dd / SLEEVES (PAINT) ; i, �� .� d4 :; I -_---- ' I' �'IuI Js ad ; I1/1 u " �'�i�S� 3/B" BAR51CX Y. WELDEDv •'d I3/8 BARSTOCKWELDEDi _...__\--- 4X10 LEDGER - GONG. FT'G.- . ry f �- IJ TO BACK PLATE PAINTJ • 7ry TOBACKPLATE (PAINT• SEE 5TRI1G71RAL M REBAR +• * - _ ry - - -YFLDED TO TS. ' r ^•v!66 I/4" BENT STEEL STRAP ,.�.� �M+ /-" I/4" BENT STEEL 51RAP d �1 - - Q o : 1; iG - �� I�AINT1 11111 ; iAtNTJ - WORD. SIZE 4 APai project# 103020 a d COMPACTED , • �' ; it Fr R DOWNSPOUT 4 _ _ GRMPAC ROCK 1 \ %! i --- DOWNSPOJT - SEE MECH. - DOWNSPOUT SEE MEGH. ROOF�- f ._ • _., DC-r5. FSIZE DINGS. FOR SIZE EXPANSION MATERIAL EXTERIOR Ef�IOR DETAILS xrb.1 b V ' " SPACED EQUALLY. (3) PER • r , / NOTE, PROVIDE BRACKETS CN NOPE, PROVIDE BRACKETS CC. WAC': - SEE CIVIL A SPACED EQUALLY. (3) PER4 LANDSG SPE PLANS D.S. (ALL MATL 2" WIDE) D.S. (ALL MAT'L_ 2' WIDE COLLECTOR BOX DETAIL Ark BOLLARD DOWNSPOUT BRACKET 1q DOWNSPOUT BRACKET A8 . 1 . ii' g 7:4 . !WILE. •1'-O ---- I SCALE.11=E-0" o THRESHOLD - • 8,11 SCALE,138.411-0,1 Irll /\�C 14UJ11 7. ► •^ �,GALF• "-r o" • 8.1 I. SCALE, "=I'-o" Cil Irzoo3 omol -- - - - _ - 25 1 • r .y::t• _.,4.1 ,.,..,,v..,1,11,0,P.wr"rMrrr. .. r i.,,,, ... w..•• .."wre, •. ... . ._._... f 42 ILII till Irl 1111 !111111!1 ILII ILII ILII1'11111111 % � r` ::.: ::: ... . . :..:.: ; .. ..; ..:, ;.:• ,.,.,.. • ' Crtt +_�. I I I HI1111;111717111141 ".°11ll ILII II � I ' A';: I�OITYl1RTRIP II u,n uulnl,�1.1 Intl W Im)n yuI ! I I In i I ►1 i I I I! 1►I I ulun unllu I ullnn nnina ul uu Inlililj�i If I u i i ii1l fiii`inl _. + wooer'ea IO ( I 111! 1J 14 1• 1 Ip 20 211 2'2 2�3 214 216 25 k�9 1219 13lo .LcTk' / • • * ., ; 41 , . . , , .„., ,. „ , , , , _. „ . , . . . , . , . ' - . , 3 0 X • tc 1 .1.-. • \ ellilllMillk .. • r • • , - . • ( • 1" ,. 1 F, r 'z. .•... .!' i. y S N • .. ".•. 1.b,M;" �. 4 fi'�4 yr y�f.. r•- ,4Jjys'la,r n' • \ 4 I, `. WALL TYPES FOR 5EE WALL TYPES FOR -- — -- --• -. -___ WALL ASSEMBLY ASSEMBLY WALL A5E"MBLY INFORMATION _ --------1\r— _ Y - -- INFORMATION d::'�•i•R TILT-UP CONCRETE PANE=L 4 HEADER--SEE �_ _ . :'Zy a 5TRIJGTURAL � 01 ' ' Q a • 'II Qr. — I. ♦ CO: IP:fERMEDIATE SOFFIT - --- �- COILING DOOR • :1;`,;; T-IBRACING--SEf 4/A320. ��' p ,-/' ASSEMBLY = F TED c I F GTED . ,�; �� COORDINATE LOCATION' �� N/COILING DOOR 'rte NARCHITECTURE INTERIORS �LANNINOa • 1 !I - PLOC D "'ERE A55EMBLY AND OTI-ER G I y � EQUIPMENT SFF FE' :��r.) l - O v a CEFble L� tr N ' �� �.'I • � INSULATION WHERE 5EE F G ar ►�� ot OG�.JRS I r. o O Iii ill -FIRESTOP v\ jLI TCNGT BASE • 6113. ING TILE, TYP.- 5EE\ iu Q °3 ..---><",.. w TILE, TYP,--5EE REFLECTED CEILING Y 6 c . /m V a7FURR DONN/ b1 $ REFLECTED CEILING PLAN FOR TYPE . ..T _____1,-.. ' NECESSARY P• AN FOR TYPE W a • SUSPENDED GYP, BOARD W1/4.; e- _Y CEILING 3 c Sr N N 2 BLOCKING CONT. ��'- ' h a o BASE DETAIL �� �' " 3 SOFFIT DETAIL en SOFFIT DETAIL CO�' u° Aq.l SCALE,3 nl-0 - • . " J s Aq•I SCALE, I 1/2"=I'-o• NI•1 SCALE, 11/2"=1'-0" 0 o 0 ' O = ,r, o, ,, SEE WALL TYPES FOR 3 (Ns r N kV:J.. ASSEMBLY "' } ' If FORMATION �\ C.OFdNEc:TION DEVICES TO BE GOUNTERSLOPE ", �� OF AN APPROVED TYPE 4 HAN&ER5 IF MORE\ N SECURE ALL HANGERS rn n • I`, COILING DOOR TRACK ��~ CO I L I N G DOOR HEAD HAVE loo« GAP THAN LB b OUT OF TO UC ILDING STRUCTURE __ PLUh® a • BEYOND--WSGT-2 �{C- Aqi SCALES 11/2"-r-0" -O" f I—METAL CAP s COVED SEE WALL TYPES FOR LINE OF\ STRUCTURE J fl SHEET VINYL WALL ASSEMBLl" / STRUCTURE ' I \ a 12" 0.G. EACH WAY GT �> OGC,URS 5EE INTERIOR , �-- —�� INFORMATION ELEVATIONS /� ADDITIONAL - \// \ `0 �-'--COVED SHEET VINYL I'-I 3/8" J HANGERS, -ALL \ '�-- 2 X FRAMING t 5/8" MEMBERS WITHIN / --COVED BACKING STRIP HARDWOOD GYP. BOARD O FRAMED SEE - F E D . „,,,,,......771.....1101111111111 b” OF PERIMETER t. y'� i• ��C-✓ - / CONT. I` PILASTER .r r - �� S OTHER LARGE 4—......1k------ / — —CONCRETE SLAB GAP ABOVE �I c___, GE -'I• N III„7� •a• / $• v \ .�-TRAPEZE / GO RETEI � /• `la--• DUCTWORK t RUNNERS v n I r PANEL dPILASTER--5EE 4" I- 6 3/4" STAB. BAR BETWEEN OBSTRUCTIONS d d v I STRUCTURAL_ XXX ALL MEMBERS O FIT -�� MAIN RUNNERS I EXISTING AC0USf1GAL PERIMETER MAIN RUNNERS o 5 1/4" CEILING 4'-0" O,C., VFY' %lSGT 2, INHERE i- -8" MAX. 4'-0" O.G. (5'-0" Ot.) 4'-0" Q.G. (5'-0" 0.G,) 4'-0" OC. (5'-0" O.C,) SUPPORT W/ *12 f W/ I OGC.URS--SEE INTERIOR ACOUSTICAL CEILING b'-0" MAX. X j / HIRE 0 4'-0" O.G. MFR.. 2" MAX, FROM CRO55 MEMBER , 12'-0" O.G. EACH NAY, TYP. OR *10 WIRE 0 ELEVATIONS TILE ON GYP. � d BOARD--.,CL REFLECTED - 5'-0" O,G. m I I CEILING PLANS a SHEET VINYL BASE - J T COILING DOOR t TRACK to SOFFIT DETAIL 11 BRACING FOR SUSPENDED -4 Aq•I SCALE,3 =I-O — r-� FIRE-STOP Aq•I SCALE;I I/2"=I'-0" CEILING , O .c• GLV G 11 -BLOCK SOLID Aq.1 SCALE,N.T.S.NTS v CO - O :9)-r SOFFIT FRAMING — ..-' memCSI ■V, O • N l) N H ��\ s�*� O U) ........... 11.) BBOARGYP. - t ! O 0 I- ��-- 8 COILING DOOR JAMB ��G ,TMP' VFY2 'SPEPs'J°R - !! 0 .� '° " Aq.I SCALE, I I/2"=1'-0" j MFR. RIGID PVG TRACK W/ ‘1_,._! �{� / , F- i FABRIC TO CONTINUE v 1 I � �/ OVER ADJACENT GCC WALL. TYPES FOR WALL 5EE WALL TYPES FOR WALT a —SOFFIT FRAMING ACOUSTICAL PANELS. Q I LC: �i ASSEMBLY INFORMATION I ASSEMBLY INFORMATION ALIGN W/ADJACENT O• ACOUSTICAL PANELS. I-►� I I C/)/ —GYP. BOARD--MAINTAIN I-HR a ■--RATING o RATED WALLS d d BLOCKING A5 REQUIRED SEE INTERIOR SCS _,L1 _t, r-5/8" Gl'P, BOARD ELEVATIONS rs CU_ ___ FRAMING AS REQUIREDIV ea NOTE: VERIFY ROUGH OPENING TT-�i __ �� NOTE, .ACOUSTICAL PANEL 3 I/2" P. B STUDS W/ I`VERIFY ROUGFI OPENING FOR BLOCKING t MOUNTING 5/8' 6'f P. BOAQD FOR ■• Cm.,rr,..,v.r "' FOR BLOCKING 4 MOUNTING 4 REGUIREMENl'S W/ MFR. _ SPEAKER SUPPORTI /) O I3,ti REQUIREMENTS W/ ;SFR. �� : HSCT I, WHERE OCCURS--GCC Me t �' 'NI.: —L111110. 2 � j o ►T���, PkWAR INTERIOR ELEVATIONS G7 • • ..� WSGT-2-=✓CC INTERIOR _ x _•• a- - -ilk a i _— S >timp O CO IF = fir';; ELEVATIONS ""�"� HARDWOOD CAP ABOVE QJ l,, 'C Pi RIGID PVG TRACK W/ mom *ea FIRE EXT. CABINET--5EE BACKER.ROD 4 SEALANTCO Ur FABRIC TO CONTINUE OVER •o L. O FLOOR PLAN FOR L.00AI IONS ACOUSTICAL PANELS--GCC SOFFIT FRAMING pp--� : '1 FIRE EXT. CABINET-SEE INTERIOR ELEVATIONS CO ma CV r FLOOR PLAN FOR LOCATIONS C I 14 FIRE EXT. CABINET Is FIRE EXT. CABINET Ib SPEAKER CABINET PLAN I, SPEAKER CAB. SECTION F— ' I—13 CY) Q a. Aq•I SCALE,11/2"=I'-o" ;�.I SCALE,I I/2"=I'-0^ ir MA SCALER I"=1'-0" Aq.l SCALE,I°=1'-O„ SEE WALL TYPES FOR • WALL ASSEMBLY IPEORMAT:ON r - DOOR A5 SGHED. '�� fi'> V.G.T.,SMT. VINYL, OR �� -- EXISTING CARPET - \'FY. r VE 2282,w SEALED CONC. AS SGHED, f: /� te ic'eL4-...:• ... sAl\- - / SPECIFIED REDUCER STRIP ;SPEC;-'FD TRANS'TION r/ l r CARPET AS SGHED. / CAR' 45 SGHED. I 1 O-, L METAL, A �■-' A ii di • > :; - GYP, BOARD- O d O OF �� L `IISBA,KER ROD 4 SEALANT .3 d 111103,11. A / _ Ii 5EE WALL TYPES GYP, BOARD- GYP. BOARD-- Fop Alliiilltdili �� 5EE WALL TYPESFACE OFWAINSCOT I�W IX 2HARDWOODGAP,'16" !•HA4FERAT TOPEDGE,-� EP�SE BOTTOM EDiSE - 5EE ��'• �� ' DOOR AS SGHED. DOOR AS SGNED. %�::G:Y T:7.l.�,:�. '. •? SPECS FOR FINISH II / _ S.V. AS SG1�D. EXISTING VG.T. - VFY. PIIIIP WSGT-I / SVEG.T. AS SCFIED.AL SEAL \\—HM � �•. •.•.•.•..•.•.. IIIIII HARDWOOD GAP--MITER - ��.I. 5,V, AS SGHED, FRAME W/MECkI ::;:F•.•ea. CORNER. `_ Q�• - 6RILl.E--PAINT. �•�• y SEEIN fERIORELEVATIONS •••I/4" I••• I/4", I VSGT-1t MEGH DW6S. p I/2' -HARDWOOD CAP v d` a a t --L � ABCNE V • LI lel HEAD DETAIL 20 WSCT REVEAL EDGE �I HARDWOOD CAP WAINSCOT CAP DETAIL a '' SGAL!`,3"=I'-O" A1.1 . , „ _ ® ® 24 DETAIL • ,3 =1-O Aq•1 SCALE,3"=I'-0" k e y p l a n Aq•I SCALE, INSIDE CORNER Aq.I SCALE 3"=I'-0" Aq.l SGAL.E,3"=I'-O" ° 1x3 HDWD CORNER W/ %" SEE WALL TYPES FOR ' SFE vvALl_ TYPES FOR phase � Construction Set CHAMFER WHERE W5G T WALL ASSEMBLY --- y� r-I,WHERE OGGU25-- HALL ASSEMBLY date 1 June 1, 2004 OGGl1RS INFORMATION INTERIOR ELEVATIONS INFORMATION - _ �iIt revisions HM FRAME ry MEGH / ( ( 1 1 GRILLE--PAINT, N't SEE INTERIt;R ELEVATIONS " 1 D MECH DW6S. BACKER ROD t SEALANT k:' ="u ,► .� • DOOR AS SGHE_ 1. . ' F t - e a _ = _ L METAL -- -' 1/--- •_t; -ter GYP. BOARD-- S - GYP. BOARD-- Q.T. AS SGHED. - SLOPE TO ' r • • • s kAllr141.... GYP. BOARD-- !�•, . '�. BACKER ROD ! SEALANT SEE WALL TYPES .y, `QEF HALL TYPES it SEE WALL TYPES / DRAIN PER SPECS ‘17: - c •• ?? ,_..� 111; C; SPECIFIED REDUCER STRIP 1 . !lii . i ; • ;% ii /111. `, _.� WSGT-I _ V.G.T. 3 '4�• ! : •' • • • II ___-------HARDWOOD GAP ABOVE /- FACE OF WAINSCOT Y -------• _ BELOW N ;, :, d SIMMINIIIIMMINati e • • r���_�i1•�i�i�ti_��i►���i' �; ..'om• » • • -HM FRAME W/MEGH ..�� @. '� f rc GRILLE--PAINT. ,�_ •• Ix HW CORNER — •' SEE INTERIOR ELEVATIONS '��� .� 11111INIIP .III — DEPRESS ENTIRE SLAB �.. 1 : • I '11•• a• ` • t MEGH DW65. W5GT-1 --;:'_ ro'ect# 103020 ,? HARDWOOD GAP--MITER 1 ,�` ______ / INTERIOREELEVATTIONS�EE -'—:�::'— CORNER, o Q.T. P " ` -L ME TAL ---s- - O�{' I HARDWOC:D GAP ABOVE ;!_!�!:`_.:._���._ti •All k §.4 INTERIOR DETAILS • g WSGT-I, WFIERE OCCURS- I/4" y`1/4' I SEE INTERIOR ELEVATIONS 1x3 HDTV CORNER W/46" CHAMFER, WHERE MGT OCCURS 1/2„ HARDWOOD CAP ABOVE HARDWOOD CAR ABOVE • 1 • �`' JA = DETAIL 2e JAMB DETAIL a-► WAINSCOT CORNER 20 WAINSCOT CORNER q WAINSCOT CAP - 9 ' x.A�.e��»•h-o» Aq.� 'GALE. �q.1 .ALE,3"@I'-O" 2 3o DETAIL ADD. ALT. #`1 I Aq. SCALE, Aq,l SGALE,3"=I'-n' v/tllr\c�' I Ila. L............ CORNER GUARD OUTSIDE CORNER Aq 1 SCALE,, lit P2003-00701 kfl aki 26of42 A i • r. ' . 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TYP• _ Al -.\ z I� I W • • - I AT ALL COMMONS 50F�1T5 ry _ d ; r o N . _ _ - 1f1 DASHED LINE INDICATES RI61D -IN I o a (` ° _ .y" C III _ J I _ INSULATION/z-RIBBING, NOT SHOWN f. • ' FOR CLARITY ice _ - / 4 0 v » 1.1111.111 STAFF - 111 r---r--- I f 0 a dh ` El . 1 7 n 0 aur 1.z..MAI__S o II p ` o 0INTERIOR 1- l ELEVATIONS m• a t. t- i/ e I .LJ ° o • o �+ a 2-6" 2-O' �` H-= WOR SUFACE, �-YRKSUFAGE, a IIIIIIIII PLAM GOdTE PLPMRTOP, \ 9' I 7----' ,7Ali ! 8 SCREWS �`�- f T •. .. . I �--WIRE PULL, TYP• ' —CABINET BEYOND I. 1ADJ)5TA&E I "'I II4 .t 'I Ili, I 4,•• --DRAWER FACES, �\ T I i�I�+. PLAM- II a \, L2x2x20 A. ANE CONT., TYP. - � ° ry c O .t� - AT ALL WMT-DINS SOFFITS N fV • _ SCHEDULED BASE, • AFF ° ice/ TYP• ---- ---- I - SPECIFIED .. `•,, ,,, s COILING DOOR • BASE \ '.CL EI f_V5. a •"`". I ` -1 •N., h'EGES',ED DOViNLIGFiT FIXTURE, -- a ._ 13' �I< , "' SEE RGF t ELEGTRIGAL FOR REDUCED BASE, 3 A - " B LOCATIONS ---71€ f- Trio Cr) M L _ _ �► LARGE SOFFIT DETAIL - -, I CASEWORK SECTION CASEWORK SECTION © CASEWORK DETAIL , q,2 SCALE,I'=I o" Aq.2 SCALE• "=I'-0" Aq.2 SCALE, 1'=1'-01 V ch Aq•2 SCALE, I"=1'-0' 4" 4" L 1 XI oi\ STC. PL. 9�x3x3 TYP. AT _- C EA. BOLT (VrA644ER BETW. �i 0 I I I TS 3x3xt. / ` (P10TSr1OBYDAd / 16 6A X ISS' BENT PL '� 3• ° -n --1,1\- 1 (2)6' j ► mO Y, Cn 5D5 J'4x2 ° !2)1�'G..,. PL. t NUT) - PAINT /w mi . . FOR CLARITY) _ - 1 I , a ( EXP. BOLTS W FP- 96- I 1INA. \d ` 400 6 13"1 33 CONT. 1 ' a 4 4 �- '. , ." O _ (2) PAF " (?� OAF --41\11\ o - - - - - - • %" GYP, BD. `,111 S I ELECT t Gli.�1�UIT-- O N , I I I ELECTRICAL F=OR O CD A (►�T SHOWN 400 5 131 33 d 16` DG. a j f� LOCATIONS - PAINT SAME f- . . FOR CLARITY) _ 1/3 E ♦ '� • (4J PAF J.► .fl H55 3x3xY4 L - --- IIA5 T r./../E5 - - �•/e PLY4x4x9 — Y -- - ;. . 4 r ' e d PL Jycbxll - / ' 5 I/2" --- I -- -- -- -- -- -- -- - 4.411) '= ft 550 5 125 33 1 d J/ ' -- PTD. BOTTOM TRUSS a GOVT. SECTION - HSS 3x3xYs --- FI 1=vAr10N > i 12) l I , ° ••> (NOT SHOWN ° I I/ CHORD BEYOND (DOUBLE �� 1,4 CONNECTION DETAIL \ `E • t; \ FOR CLARITY) J4 ' ilft I I I ANGLE) --SEE STRUCTURAL - ?•�• 1 aO a ae Aq.2 SCALE,3"=I'-O" �j r�� -- 914" BOLT (R11N BETWEEN `V .p �> e d - - -'- -- -- P d - 4" 4• PTD. STC. PC. yx3x3 TYP. AT r DOUBLE ANGLES) �� • O -1I -1 0 I 11 ° S r EA, BOLT -FULLY WELD `ell]. T ■� C r 3x3x16 5 BOTTOM CHORD I I I I 400 5 13 33 d ib O.G. c a I e a EXP. BOLTS ` \ -- _ BRACE GOVT. - PAINT O I — --- -- — – Y VERT. ANGLES TO PL. ( O .---r I I I I • 2% 191'4" 4' 13'4" 2 SAME AS TRUSSES ( INDICATES 3" RIGID INDICATES 3" RI61D }"I • INSUL. 4 Z-FURRING / II O / '� I (2) 19/4x134xY4 ANGLES co • -- J INSUL. 4 Z-FIR�IN6 � I 3 � _ il - � O fI 8' CONCRETE PANEL47 4 I I 4 J4 - Y4xtK� PL. BENT TO FIT PIPE 'gi= I O M _• //./.. �I -� 8" CONCRETE PANEL I 4 r I /� ■ CO HS�i 3x3,d'4 r-jm "�• • i �- U4"DIA.xy�" STC. PIPE •mu }� Cn co (4) PAF - PI FyAT10N _L_______4______4I I A , �"'�� i WELDED TO PLA I�- PAINT mom •elm L —V PL J4x4xl l •— y 5 In' `� ELEV: I SAME AS TRUS`�ES. �,LL PLY4x4x9 - H55 3x3xY4 • - -- !- - - - • RCP FOR LENGTH N 4, ELEVATION �, m •CM 1212 O 13 CONNECTION DETAIL 14 CONNECTION DETAIL ® CONNECTION DETAIL I6 CONNECTION DETAIL I,B CONNECTION DETAIL le MOUNTING RAIL DETAIL II— �-- Q • q,2 SCALE,3"-I'-0" • q.2 SCALE,3"=I'-O" • q.2 SGALE13"=1'-O" Aq.2 5GALE1 3"=1'-O" Mt 1 Aq.2 SCALE,3 l'-0" Aq.2 SCALE=3"=I'-O" - 'iCV SO1 FIT FRAMING--SEE ``� ��ff . - ~ 2282 5/A9.2 FOR TYPIDAL NOTES 0 ( ttI" • F' ' , ,. ` In• DIA. PIPE NEEDED I Ilk)) p� • qq TO ESCUTCHEON 1 BRACKET 3" .K 3" X 1/4" � -_ OF WALK-IN COOLER-SEE " _ I �ESCUTCHEON KITCHEN DRAWINGS • �y Ilk- PLATE-FASTEN TO ry L # I BLOt'.KiN6 W/ I I je_ i '""•. N. • .. ...,. -..:...,,...._-_-•, - BANNER - SIZE TO -- __J BE DET. • • Tie Ark / • BY OV'L4F'R ..e...„ '_"'� -- — ..• . r.. / " "-,1 LAYERS 3/5" t \ PL7/'70D a -PLAM 1 •/-'- g SPECIFIED HINGE- 3 ICI MOUNTING BRACKET 20 HALF-DOOR DETAIL SC. E,I In" - I'-0" SCALE'I 1/2" e I'-0" k e %ilpY P l n ' L I a phase ' Construction Set Fate f June 1, 2004 ;;• revisions — , ., ,}, ,Int , , ;1,•,Y:4;''.- ' • :,$6,,`,F.:, , b • ------- Yy a♦ 'T,i.l h�� xf4 • . , • Y` ' ezi 2 ( i .• , w project# 03020 -- — � 1 :'+ INTERIOR DETAILS nfit, • , Ka •1tC 110.• " ' ♦ ' PQ A9 V,"•l' • - , j . .2 _ . 4 . (11 Ave11t,JV • . h 1 UI 1P2003-00701 / . 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I I II.II I II ( / .-, ---- I L 4 111 CT) NI• i, Ce) O D FPZFITj •�; . ` :? �, O ? -ice coG OLS ;. di.- • N ' Scullery Co .4_, Freezer I Eli 1=1 5 Walk-in Cooler �I! • •— O i ,i m� �^'1 ern • Existing e ® O .► 0 �J _ m O O -21 u I 0O tvo a __ a I I • -- --- I _i____ t° (r)_ i T 0.) = (-7; .. ix •..... „, 1 _ I I Remote on �.__- �'�' `- _ 1 Roof Verify °V C� UIPME ��1T pLAKIII_ NioC •I SCALE: 1/4" = 1'-O" I / I I I or _ _ _ •© co d •— }r -0 Fol EQUIPMENT SCHEDULE SUPPLIER ELECTRICAL PLUMBING VENTILATION / WALL, BACKING NOTES " ••••• I. C Spec POWER CONNECTION TYPE WATER WASTE NATURAL GAS EXHAUST SUPPLY WALL BACKING N Lc NO. OTY.1 DESCRIPTION MANUFACTURER MODEL NUMBER KEC GC OFCI Division VOLTS PH. AMPS HP. KW HT. C&P HW PLUG TYPE CW HW GP11 HT. DIR IND HT. SIZE i iBH OD HT. SIZE CFM WGSP SIZE CFM WGSP HT. TOPMCI CO C 1 1 Y'11k In Freezer Existing 2 1 Walk In Cooler imperial Manufacturing x 11400 120 1 --- C i- Q I- QO. 3 z-Cooler Evaporator Heatcraft LSC104A x 11400 115 1 3.6 108" x x FS '. 1 Cooler Condenser Heatcrcft -MOZ025M63CF x -~11400 208 3 23 - - - - - 5 Lot 0-Max Cooler Shelving InterMetro irtdus ries x 11400 -- - Remote Verify roof location.. - 6 2 Dunnage Racks InterMetro Industries HP2236PD x 11400 : - 7 2 Work Table - _Universal Stainless 6-SL-SLS-36Modifled x 11400 r 8 - spore - -- '- - -•. 9 1 Soil Table i „400 _ Custom x 10 1 Waste Disposer Waste King 750-3S61-PC1024 x 11400 208 3 18" x -- - 11 , 1 Pre-Ringo Faucet Chicago Faucet 923 / 6,3A x 11400 _ _ - 1/2" 1/2" 24" 12 1 Dishwasher Hobart C-44AW x 11400 480 3 20.2 2 15 - 3/4" x -. FS 400 200 _ Conveyer motor 1/6 HP. 13 1 -Hot Water Booster Heater Hobo S-30 x 11400 480 3 38 30 8" x 3/4' 8" 3/4" FS 14 1 Soil Table Custom x 11400 15 1 WoH Flashing Custom x 11400 -- a 16 - Span .. I 11400 17 1 Spray Wash Spray Master SMT- 600-W/300-5104 x 11400. 208 1 15 2 BO" x Connect to Mop Sink Faueat. r Y 16 1 Shelf, Wall Mount Universal Stainless WSD-13212 x 11400 - - - q � ` $ a y; 4Y 7.r 19 2 Swing Fauc/t Chicago Faucet 445-L12 x 11400 1/2" 1/2" 16" 1 1/2"1 1/2"16"/FS Left bowl only to FS• 20 1 Sink _ ‘,;,474.)1 yIN" a t rt't,ta4wrtrc"a•yf s j e : 21 1 Mixer -Universal Stainless 3S1.2430-2030 x 11400 - ,s•k r �t?.,1 KU `r 1' I,3 ;;r;: • o` 7 is, r 'u Hobart 11-600 x 11400 208 3 5.9 1 x - - �_, I Verify utilities, 22 - Spars 11400 I RAY SOLJCIE ,1 23 4 Electronic Faucet Chicago Faucet 652 x 11400 120 1 2.2 24" x 1/2• 1/2" 20" Include Mix Valve & Transformer. -:■== tt 24 4 Hand Sink Advance Taboo 7-PS-20 x 11400 _- 1 1/2" 19" _.__ Ar )' " 25 1 Mixer Stand Unlwna: Stainless MS-3038-G x 11400 - - _ --- r1 '' 26 1 1 Slicer y --� -- ASSOCIATES r Verify __ x 11400 120 1 x Verify Verify utilities. s 27 1 Work Table Universal Stainless SSLSB-30Modified x 11400 -- ----' - _ - 28 1 Chefis Table - 2305 S.E. 5C th Ave. * x 11400 -�- Portland, 238-8586 on 7215 29 1 Firs Suppression System Maul R-102 x 11400 - -- 30, 1 Exhaust Hood Gaylord GX2-BDL- LP-MAW-60 x 11400 120 1 15 108` x _ 10"x21" 2625 2)10•18 2100 0.15 Fan and Duct by Division 15. 31 1 Combination Oven Steamer Blodgett BC-CCNE �x 11400 480 3 2, 18 8" x 3/4` 7• - 2• FS1 - • 11400 480 3 23 16 •0 1/2J x -_A �) 5 32 1 Double Convection Oven r t Blodgett VMark V Double -x 11400 4160 3 14 ' 1/3 11 10" x -y- k___ 2 point connection, key plan 480 3 14 1/3 19 38" x �''{11 i rr ? , V _33 1 Range Wolf Range FS-2J-0- x 11400 120 2 - 1 1/4" 60 d0 1/21 Front manifold. 1, 34 2 Mobile wermin Cabinet -�_- phase 1 Construction Set ��, u•,...);:,4,,,,;,,,,,{,r } „ •Y gCree Cor H-137-UA-12C x 11400 120 1 12 - x NEMA 5-15P _ _ •'',;4$0,. �, i�h xir�yf"S r 1r, , s 3` a * 35 1 E� ling Custom x -- 11400 J - ■ -" - l }• wow Fk .i`'". ,,..,.•,., ,1s`J 38 Lot s ►•p• cugt� x ___—__, ► —____— . date June 1, 2004 u_.. ,:,'.4 r`,„ ,, pa I1 1400 -- - • 38 1 Work Table Universal StainlessBSL.SR-JBmodlfled x - 11400 --T-t- ' revisions ( 30 1 Shoff, Wall Mount Universal Stainless WSD-7212 x 11400 - r - - - - -- - ----- 40 2 Counter Top Custom - - - - x ..-- • 41 2 Cabinet Base Custom x 11400 -- - --------- I. 42 2 Air Curtain Refrigerator Refoon SWprp3048 x 11400 20/20, 1 16 3/4 x 4L14-2.OP - • 1111=11111___ -�y 4" clearance behind. 43 1 Counter Top Custom x 11400 44 1 Cabinet Bose Cuetom x 11400 --- - - 45 - Spore "r 48 Spon 11400 - _ Spa_ -- -- .._` 11400 -_ - -r- 4! Span 11400 ____ ......_ _ Spero _ _ _ --- • 1 !'� 50 1 Mobile WormingCabinet Caan - 11400 120 1 8.3 5-15P --'- J r - ~ .- ilIl __ ___ • i _ x _- - - rtntn Harmon HB125 x 51 1 Counter Top c x 1 + • 52 1 Cabinet Boge i�-'cuetom x - I _ _ 4' �wz 53 4 Pas — — - _ "-- _ project 03020 _ p • 120 1 54 4 13•May Miner Cass _Corp SMIP2l) x ___k___- lit 58 2 Heated Display Case Hatco GR2S[S-360 x 120 1 16 1.0 28' x 5-20P _ - - Kitchen # 56 1 Heated Dies* Caw Memo / Savory BW-.3 x 120 1 121- 1.5 26• x 5-15P - A . 67 1 ' •••• In Hot Welk ---r�M M00•-300TDM/AF x 208 3 10.3 -III" x 1/4" -�� I• FS - - 1 + _ �� Schematic Design • ` these Smith ZINC x -v-- 1 System snwth x —_ T Main, , .1 Nerds Street Meow Perform Sake x Kl • ., ., in ir• b , i a. *: yr ,,... ....., - _ _ - - ._ --. .- - `III !\�'C' 14bJ1 P`" ;f M1OirMetry ri 1,...1 " ' , — RI Ip2 101-1107111 lump r • + 28 q11'32 . .. ) ,'9' � I • ' , • e'v.:, )fit..... ,;,: '..:;q t-7 ii.y' ;e,:q:'b ';:40,4,,+.'"�''•wM10''t'rr' ` •..,:., p _..,. _ • w , q l .4.,1,7.`,'.111'4,y, , . r ,'� ._.._,._-_�...__.-.-- _ - .... .- - ._.----_--._-_.___._..,— ._.._.._-__,__... __..-_..___ ...............--....-_.-.__- ^-naw.r.wwc,... n-.'"i;:rr,: . 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I I I Ill II I II t VP K,7 t 7 a t, 1 LLOIBILITY s�'RIP ( I ( I I I �� ,,,p x s t 1r.,.•. sT f•. �+y .., II ff I I I I I l I I I l I I V I I I 11 I it I I I I I..,1,u7 III Illli IIA 1 • i d :, ,• .; , ,; ,� ,'�L',�N''4�, . q �y''� f ,r1 �" " . , 1 RITi.I • i O I ( 12 IJ 14 `" l C I7 i e I� zo 21 2 2 2l is :,' .. • � T'4.'it,",`",,' x I� ',�• rE��^a r�,., O w 1 3 2 215 2® 217 218 2tJ 360 1 L • 1 . � ...."414,- r x, � ft s �' r • , I r. 1 } r i .... •.,4' ...«,Ia r. .1..7,•2 ..,.,.::,.. •,,t''',.. . : � a T • I 1 • • ‘0;!.-0:,,:''''.',,-,` , ,. ,.. v ,.,. • 1 • •N *gyp• F • :if. lq i i 1"iF,,,,,4;::16-';':::" , �' . • •, It.trL.^ • §; r 7 , t � d t1, 4's, c�,•,,.,'„, r it;,,t4;',4411tri r t •I � c• • J • 0 Iwo,' r t„' M: d,; ,r I a , h • , ,NR +erp'�,Mt4,iq+* w ' *4EMe„ - . h ` . .. • • , - t •. - _ -L. - - f • r' +1 ' -- ' 1: AP ', •J rt;: o 5 'r ��`r ^4'X.15• • • • • • • • • fy 1 • Iiii • ARCHITECTURE•INTERIORS•PLANNINI R • w E vs IC g _StrN--T.�-9_.f'ft8�.Q1L_1TATI,�_9'drgf:_l�:�i'Ll�W W cs I z / �� W 1.locate Fon Stort/Stop Swltdh h a cenvmlent location. Rehr to tM wrnq a ' 2.1f varntbi«nrare egquip�p frith Tight llxtwet, pr�vfde o tepnote Ilght drwlt to 105.25•-�• 1 n N the ventkhtora elvonm m Nactrkd plan Z .h, c ,y Elaiii,UST VOLUME 9Salaj tin C ` Nu N 3. EXHAUST DUCT zhausl volumes o0 shorn on these drawings, ore determined by established VIOL: 2625 CFM H c Gaylord engheerin erne.sh g and h accordance with the terms of the UL listing. J z ., SIZE: 10" x 21" I.D. o 4.Ventilator stalk pressure le noted on each ventilator plan view. Total dud S.P.; 1.33" W.G. CREASE -1 ` c esteem and the t entreat. .costa'i must be added to tt• ventilator,nalon static tar EXH CUP VENTILATOR NOTES FIRE PROTECTION a • determhhq line tad system .talkz e at meat leo level pressure drop. Static bond on operaticsM • ` - , - - - 5,i a 17001700.1 \\\��\ �`� \���`\imam \, 'IP . V �`\�\ (NL ,\I WATER WASH) ANSUL R-102- AREFC J 3 N �... 1 FASTEN To WALL BY --- - SYSTEM NOTES 6.Make-L.1) or ahauld be supplied for replacement of or exhausted through dl - -{-� o kitchen sxh+ust systema Unless twit in as port of no ventlata, make-up 11 W 1 r--VENIILAiOR INSTALLER A) VERIFY ALL MAKES AND MODELS OF COOKING o al .81 • or should be delivered throw registers at citing height and delrbuted -- - -- - - - - - - , �`�7 EQUIPMENT AND LOCATION IN RELATION TO throughout the kitchen. A general 'rule of thumb" I. that 10 ir, VENTILATOR PRIOR TO FABRICATION. FP-1) LOCATION OF FIRE PROTECTION NOZZLES MUST 752 to 80%of Lie rBE VERIFIED IN RELATION TO THE COOKING replacement kit air should be keen, conditioned (heated or EXH 8) FRONT AND REAR MOUNTING BRACKETS HAVE EQUIPMENT, PRIOR TO VENTILATOR cooled) air brought into the kitchen meow with the remanklg 20x to 25X 0 1.5 00.625" HOLES. BRACKETS TO Bt SUPPORTED FABRICATION. allowed to Mow into the kitchen from adjacent meas. • 21•-----1 WITHIN 12. OF EACH END Of EACH SECTION, WITH A FUSE UNKCOMPLETE SYSTEM INCLUDING APPLIANCE DROPS, 7.Esfnouet and supply A6 Flow Rates were establishedhes, under controlled FUDW RAM _ _ INLET MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. RECESSED DETECTION BRACKETS, AND A STAINLESS labarotay conations♦ treater Exhaust and/or lesser Supply Air Flows may be L- _ required for complete vapor removal In 'pacific installations. - L_r^�J C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTEDagriSTEEL CABINET ON THE END OF THE HOOD BY A11•hTIQE 60 r____._ 1 _ - - -, • DETAIL 1 WITHIN 36" OF EACH END OF EACH SECTION, WITH A GAYLORD, WITH FIELD INSTALLATION BY GAYLORD. 8 Venlbtors to bo nstded n axordonce with NEPA-96 and all other lord I I i I MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. ANSUL FIRE SYSTEM FACTORY INSTALLED IN A applicable coda. Contractors must review appkable codes with cote i L 4' I�ONG I I I 4' LONG authcrftles before approving drawings for fabrkutlon. Spedd Otte+tion must I I I I 0 - -- STAINLESS STEEL CABINET ON THE END OF THE HOOD, be given to code regulations relative to demoncea horn sunourndng L _ ____J L J VENTILATOR WIRING NOTES PRE-PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM (NON-WATER WASH) AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED combustible end limned combustible construction (wogs ceding etc). CHEMICAL INLET, AERND AP COOKING EQDARRANGEMENT OGAYLORD 9.conne tore manufacturedt. Ventilators h multiple :actions me foctary pre used to a singe ELECTRIC APPROVED DRAWINGS. ALL EXPOSED PIPING CHROME byconnection l contractor.ctor. ms ore disconnected for shipment to be reconnected ° ° ° r- + - ea a • ° e -° • ' l ( - ) MOUNTING RODS ( DAMPER) PLATED OR CHROME SLEEVED. INCLUDES FACTORY Ve• electrical contractor. BY VENTILATOR PRE-PIPED CONCEALED DETECTION LINES WITH 10.Vrhtlatory monufochued h multiple sections may have drains factory 10 i _ interoonnected (see drawing) to a single outlet pont. Ventlataa mo (TMP) INSTALLER disconnected for shipment to be reconnected by plumbing contractor. 6 SUP MTD. BRACKET Qi (4) WIRES AND GROUND, FOR CONTROL(S), IN RECESSED DETECTOR BRACKETS. CHEMICAL AND 11, AI ductwork beyond the ventlator duct tore-off collar to be provided and -a -- --- _ 1♦375 FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF DETECTION LINES INTERCONNECTED TO TANK(S). toled by other• h accordance with appAccde codes. Exhaust duds must BY GAYLORD VENTILATOR BY GAYLORD. WIRED TO FAN INSTALLATION BY CERTIFIED FACTORY INSTALLERS. be continually wedded liquid tight 12.Al ventlatan ore equipped with hanging brackets. Hanging rode to b: X18 ( )� 30 ON/OFFSWITCH BY ELECTRICAL CONTRACTOR. INCLUDES: supplied by%rtlotor installer♦ Hanging weight of the ventlator(s) is noted on . Yraodn drmrin (2) SUPPLYDUCTS * LIGHT FIXTURES, VAPOR PROOF• U,L USTED, * TANK(S) AND RE EAS ASSEMBL,,S)iJ Ventlatont manufactured n multiple r«done are provided With Data ops red SUPVOL 1050 CFM EACH SUP TOP OFil'or 2 0 FURNISHED, INSTALLED .AND WIRED BY GAYLORD. • CHEMICALf VENTILATORel. ' DETECTOR CABLEMd neetaaary lnordworw for raconnedhq by the verntiotor n'tJlr. Cantrd oral MIM. OVERHANG-- 6 SIZE: 10" z 13' LD' (2) VARES AND GROUND, FOR LIGHT(S), IN • F1151BLE UNKS WiTH LINKAGE CD lighting wiring ora pre-wired and disconnected for shipment, Wring must be TO COOKING S,F,: 0,15" W,G♦ ! FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF • EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE zr '+'d oD racomected by applicable trades. EQUIPMENT CONSTRL' TIQ� 12"W x 60'L x '8"H-F/30"H-R ‘1411110P FASTEN TO WALL BY VENTILATOR BY GAYLORD, WIRED TO UGHT PROTECTION INSTALLER) C.) M 14.Ventilators are manufactured in strict accordance with Go oral edtkatiana ( ) 31'5 63--" FIRE PRO ENCLOSURE VENTILATOR INSTALLER SWITCH BY ELECTRICAL CONTRACTOR. CV ° (1) REMOTE MANIIAL PULL STATION 9° N DETAIL 2 • (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM `E"J 15,Ventilators constructed of 18 Ga stainless steel, Type , No,t4 finish unless O otherwise noted on drawings 10'-6" SIZE OF 2-1 2 • rEgciliCgasllixo lraTEM - AT 250 CFM ---12)L MAW FEATURES / 16.Fre extinguishing system furnished me W:taled in accordance with NEPA-86 CFM/LF • (1) MANUAL RESET REI A PER FIRE SYSTEM: ...... Q mum by: GAYLORD (ANSUL R-102) IF REQUIRED 17.Caution: Fins extinguishing system piping installed un the ventilator at job site i * INSULATED MAKE-UP AIR PLENUM • PLANS AND PERMITS (ON JOBS INSIDE OF THE O 0 should be coordinated with Gaylord to er♦sure piping does not interfere with the * PERFORATED DIFFUSER PLAN UNITED STATES AND NON-MARINE HE JOBS) /'1 the vwntlatrxa apratian/performance Improper installation may wild dL Listings of PLANVIEW • PARTS AND INSTALLATION OF CHEMICAL AND ult) v Cj ` vontlator. ^�V"�^ * PERFORATED S/s MAKE-UP AIR SCREENS DETECTION LINES FROM TANK(S) TO CONNECTION Ifi0 18.IMPORTANT NOTE: hFPA-96 requres that all goo and electric cooking equipment, that is protected by surface bre protection, must automatically shut off octivatkn of the fire extnguiwh'rng system. • upon NS)TE EQUIPMENT YOAIpEIIC,ATION VERIFY CEILING- POINTS ON HOOD �_ 19.IMPORTANT NOTE Moet bolding deportment' require separate hood and fee • INSTALLATION OF TANKS AND RELATED COMPONENTS U I- fli (/) • protection permits prior to installation. The hood permit is typically obtained MANUFACTURER & LOCATION C:O NTJITIO NS ' INSTALLATION OF DETECTOR CABLE AND FUSIBLE Cl)through the plan revert deportment and the fin prod:tion permit from the RUST BE VER>FIF'1L LINKS �I� fns prevention bureau. It is the nepcnsbll+y of the Welding contractor to \,........",,FOR FIRE PROTECTION 60" EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO • INSTALLATION OF REMOTE MANUAL PULL STATION desalt with local bolding departments for their requirements and to obtain • necessary ItsFINISH CEILING HEIGHTS MUST BE VERIFIED FOR • JOB SITE REPOSITIONING OF NOZZLES AS PER a) ±mr c ct • VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE GAYLORD APPROVED DRAWINGS, IF REQUIRED TO t� iliGiMia DUCT THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY MEET SYSTEM DESIGN REQUIREMENTS m f� m 20.Light fight fixtn sore in ventilators wil provide toes than 30 foot canoes of light at the NOZZLE PLENUM 1 10 -10 6 WITH CLEARANCES SPECIFIED IN APPUCABLE CODES • TRIP TEST AND CERTIFICATION (ON JOBS INSIDE JF IwO 01 coddng surface as a standard, unless otherwise noted to So..tton Wee. Confkm r .1____, AND STANDARDS. CAUTION; IF THE FINISHED CEILING THE UNITED STATES AND NON-MARINE JOBS) CV 2 �' IS HIGHER THAN THE TOP OF THE VENTILATOR, ■� C if this amount of light is orseptnble with local health codes /2tY I NOZZLE _ �•� - I 5 I /tic 6-5 _ ,"� DETAIL EXCLUDES: `V 1p [•[°, 2 �- J T- I _ j `'?� 2 ENCLOSURE PANELS MAY BE REQUIRED. - • UNION LABOR AND PREVAILING WAGE Itn = W 25 •a \\ ./. kh UL LISTED VERIFY • L! FLOOR TO STRUCTURAL CEILING: (VERIFY) INSTALLATION OF GAS VALVE(S) O . , • mg FIRE DAMPER • ELECTRICAL DISCONNECTS 1 FLOOR TO FINISH CEILING: 9'-0" (VERIFY) + 18 I• I STD -_ PARTS AND LABOR FOR ANY ELECTRICAL 1 O CO 30 F.P. DROP 7 EXTRACTOR INTERCONNECTIONS 4 r ■e. co ••a '4 •iiiiiiii C JOB SITE REPOSITIONING OF NOZZLES IF COOKING sw �� O �rj • l 30 EQUIPMENT IS NOT INSTALLED PER GAYLORD mow •� O CD \ APPROVED DRAWINGS CO 1.0 CICSTHE GAYLORD VENTILATOR TESTING, I ' ; ` er \ • PLANS AND PERMITS ON JOBS OUTSIDE OF THE N • LISTING AND COMPLIANCE REFERENCES: I #245 I DETAIL I UNITED STATES AND ON MARINE JOBS C NPORTANi NOTA: Gaylord Ventiatore ma designed to meet the National codes -- -�--- I _ �[ ; • TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF • Cl- bled below. Local codas may vary. Gaylord Industries must be notified in __ - 1► THE UNITED STATES AND ON MARINE JOBS a 1- < • -r- afting of local codes that may affect the ventlator design. 0 - tAR 94 T r • HANDHELD FIRE EXTINGUISHER(S) NATIONAL FIRE PROTECTION ASSOCIATION , The exhaust ventilator meets di requr•vnents of J ` ' INSPECTION AND SERVICING the latest edition of NEPA-98. p I ,La] 8'-6" 12 - -_-- -- NATIONAL SANITATION FOUNDATION ® FIN. DLG. 12 MIN The exhaust ventilator is NSF listed under I , w +` rc�1.11t P 'ren s f Standard 0 2 - "Food Service Equipment" - HT. __ • H ; f y%h +� ?r ,b,P' ❑❑ 1 (VERIFY) ` , 1 f `fy 0 h T r. UNDERWRITERSLABORATORIES, WC. 1 ort .'i Q`r ' r ' • , 3 ' 0; Tr' • , r! ; ^� ,'• The exhaust vantilatm has been tested under standard U.L. 710 - - --_ G t'a "' .;. r :in •• "Exhaust Hoods for Commercial Cod-Ing Equipment". It is U.L. listed 6'-6" -- r ,..,-.0,#, l �,� r -- under fie number MH11403 or MH13522 J _ _ - MTD. HT. - -_ e --- j Y t yy o i ' .,.• INTERNATIONAL MECHANICAL CODE I - ---- - - - - - 65 n t h45 + I,• requirements I. i - -- (MAX)_ The exhaust ventilator meets d requi O i\ , , ..■� EQ. HT. .''''''.?' ",,Y.,„';',,,',.‘•,„t r of the internotiaod Mechonk.� Code. ITEM #31 hi I I --i. -- i „r�r`n, , [®Ja h COMBI OVEN ITEM 032 1 ,';',,,xi1V nv ' f y x I ' `°; r ; � 4, w'I', h " I i� --APPROVAL. trOTzcF ELODGETT CONY. OVEN I ITEM /33 r '',',,r."1,,,"-�err 1t ( y Prior to rdeoe,g the ventilator for r iii tior♦ this drown must be signed by an J16C-CCNE LANG D.B. RAN \ � r s Gr1YL0A0 BR�lJS11I(S. PIC. Byapp►nvtq these droeki s, theordering ` ---- ' S - fi-2J-0-18 M "Nii�;1 ';: arthartred repruentnlhe of the company ordering the rusulpment and returned to 2ECCO-SII WOLF gcarpony the - vr,7 ':tf'w,'A "' T € { , neat ogress to the wird note& accepts the equipment os shown, and hap -_ _- ___J �___ +? r r tt 4 S, 'I Sr , !h• Idbwrp lq♦Win deeded -' •i^#'i'r^ <r. d•.... r'' '.. ' „ ., ,7X 1 :'.'.....".,Y.:';2'01. K ( i r-.- -- ti i t;yr 1♦ All dimensions such as duct sirs and location, drain and hot water I n -�------ --.-� [71 �- \ location♦ oiling height. overall olio of ventilator, clearances to II -.---triji-d • r + +i ,^r beams and other abtWct one 2. The location of the ccdtng equipment In relation to the �--�, t ventilator ie r rrect as Mann for proper placement of the surface 7 ' n Ora protection nozzles. RAY S O U C I E I ti IMPORTANT NOTICE7 18-.140.25 3 40 8 18 � 11.75 SECTION VIEW sr My Maya in codling sentiment location, ne itathg the relcaation of the w • twain Ire protection nozzles must be brought to the attention of GAXCRII l U'-6 12' I pc h urging, to 0he know sway tz-v' d oar to weeding 2 5�3 E Don 97 . prior Po I'S It0U51R1E51, . psrstrnet , p Rules and Resubmit ELEVATION VIEW Portland, 230-8 A72 (503) 238-8508 •• 9i''i 5 APPROVED FOR FABRICATION "' ; 0 Without changes -- -- - • O with changes as ehavm ANSUL R-102-AREFC-1T-3N-5FP j29 3387002 k e y p l a n • ''t1 '.` i _ .__ GX2-EDL-LP-MAW-60 - 1.30 --'3387001 • DIMENSION TOLERANCE &'. grnalurw 7a,is - _ _ _ ± 1/4" (6mm) MODEL # ITEM / WORK ORDER # phase 1 Construction Set INSTAI'.Y.n ia�JN INFORMATION Mb plan is mode from awlaDle nformatin but meaarerhenb are to oaylord nduefrise must be notified of any thongs'mase to the plan h - ORr,wte NY: CIs.QCED BY: siic CIfO( F.P. CHECK: AL APPROVAL -- -----_-.-- 1 be wined by eontraetrrs,rlatdler'and ethers h =median with this a der rind conspicuous manner. coylard hduehfrs ill not be EP � date JUne 1, LUU4 M Job. erd ntegersa andacoth i.nid ii no elan want done by planrespono. ,ler any of contra or rahaques dathherswers Waned by GAYIL,ORD ® MA)QMUM - anttart halals. trlharn anal wB not rlend en expenw far aNea a a result oontraetan limen and dine./dww to notify, ., I - VENTiLAT� a ENIN SEC11ONS ARE PROVIDE) MATH BOLT$, CUPS, AND dna mode r+echeseor ked leut -1" H. ALL NECESSARY HARDWARE FOR RECONNECTING BY eaner�ianaerrby line ee tutlm md iqw ewti t4idnoem kiw is brobet eland N bto be oapla4 rNgnxadoced�apertrlbuytedd 'MirniJ Y MIDD •LE SCHOOL revisions l �' , `w , GIN DHT. talon. 1Me plan marl b•wlMd and sPp►o+ed ler irk lsmUet Wfaw shale a n pert tt h not to be ural Ixnlett undr Gaylord nduetrNe - --- - - - ATED HAN G *EIGHT: AND ,, : . � ,,•,, .,. ., TOTAL ESTIMATED 11.E VENTILATOR INSTALLER CONTROL lOZQ_ UIS UCHITNC MIRING ARE PRE-MIIREI3 AND fabrkaUor an be started and tppravd vial not be meet edea epervYoR todfrectlyGyf or otherwise,nor may It W used h anyway INDUSTRIFA : S INC • Tigard. OR D15CONNECTID FOR SHIPMENT. MARMC MUST BE eantraetere nMdes end.Inure haw reviewed applicable codes with dtMrrrehtd to Gayland newtrla The Gaylord Ventilator is patented ted / code authrrRNa Reference lo mode to the note;ankh re a owned by Gaylord Industries with patents..cued and pending. 7 G AYLO RD. - - - -- RECONNECTED BY APF'JI.ABLE TRADES. port of these plane and d contractors nwtaiea end When utleang these plans ore odvMsd they ere raspa•!I•b acerbity end blooming 1 ----'-----.-___--_-- fanAlr.Min ted 9�d„nett leeks'aerhmwnernq any work Reseals. 10900 S.W AVERY ST. TELEPHONE.: (503) 691-2010 - -- M Iveaneleben°M thewslan between thews Ps and the general notes a P.O. BOX 1149 TOLL FREE: (800) 547-9696 OPTION #1 - btwee n r a.► the gena nets end load buldhrq oases a IUALAl1N, OR 97082-1149 FAX NO.: - -- erdrnse a oust be n.nedbt y aeled to the attention of Osyford (503) 892-8048 I theist re n writing so that any:cele rneonnseetendtw can be niched. E-MAIL lxrd gaylOgayladusa.corn NAMING Na 1G wAlesva ers nor,. REV ORMN♦BY DATE REVISIONS CHECKED BY 03-3870 I 10-15-03 1 of 3 -� - • project# 10300 • • • Kitchen Hood Details , • . •. . , • . , •• . . K1 .4 ;n •,stn /\<L 1411,?? ' ;";'..!,--..,,2,: y t I V01'3-011701 4 " •„ • �• 1 i•' Y I^I. i'^ r►>irtMll• �.� wT ' , yynaer!ew, _. r•...__w.- ._.. �_...+..._.-_-`-..-.. ._.._w_.__. ..-. .-.+-.-_......,� -.. _ - •.r .... .«.-_-.,. _....,.. _-....,�w,w..,,p.......,-...-.......,.. ....._. ,... - ,-. .._....,..^..... .._.. _ _ _..._,-....-_-_...--.-...... .__ _... ....,_. _. _..+.••e•s....9R�'^•'�,'^• - .�...-..... .... ...__._..-__....:,.._._..�•_.w. - ,,yy.y,.�.,�.♦..xl.An �'�Ye� Mdl�M.t•RJ�M�y/�le•1.,EffY.!.W,.,I.M•M�.gSp.r .,,,,;......i-°",..! ., yx•',, ,;'. ,, . v till Ilii II!! TNI IIII IIII IiI1 11 IIII li!I I;iI II I IL! ! !_� """v"1°YAi117 �- 'G••vs1C` wmasvrnwr•'hsetrellll'..�r- ' < - ' , • Cm I I I I I ++ I i II I, ! i!Ilnl11llt I 1 nuiun`""'tiriiti mien!niluu u!�on!ullt nut,tit lI tnl!In Ittir d IIeillnlluullnyltii imral nlll,i� • t tib, G OISILITY STRIP r! O �i 9 '7 !'tl i!' If3 2�a 213 26 2' 2l0 2 10IIII Ig Oe .lewI 8 30 II 1� 1 Q! 1 . .. ; .A--rslwe r (a III tie. I - (� r 1r� ,, ,n fie . ' ''. _I. r o ',' • F Li"'y,.. ryL 3 CI X . • . y ax• • 4 +�F • ,y- r I Tt r [ r i o y,•Y`'iC%S•drSt"lgnk j,fir.,. • • 1 • .. ♦ m. 1 _{{ • • • • •f• , i., 1 - +:,,t r VT:�'as. �•" r1t'.LLJn -_....- �.._.. - .._ - .___ - .-♦... -..-u _.._ _a ._ _. .._-__. a. .. .. __ _ .- ....., _.. ._ - — o, .''-- .6 . Z . . .. , T1 +^ i ill l' ((('‘. , r I ! .A '4 VI ,• 44 e :- • stir , * ,,}lig;r''' YA .J • 4 1 i ..Rwr.w• -.nw, d4 ,., ,.....: ..„,x, t ,a . ,...,.o,•...' ,. m.i.„yz„' , 1 I ....-+"'_ ..____...__ ..- .-......,_.,.,...s.•wwe.,n.:�.....a.,:,.r: rr..r.n..... :.:w,.«+..-.,. ,.,.,w,w.t, wr w ra:•:r na i'•'"- .-._..-_. rwa.ww•+IwGW�e�r:.:�i�iWiWrMMYfw4,. w:Gl:.iti'wecr.i:•k,re'u.r.Ww.. .---«.--... -..,----._—_..-._.,._._..—..--.,r-._ r...Loan".sHussL•LllrniLL 4....:.. _.,..... ......,.,n.. 1� 9 � ..li...-c,;,,1+ ....-. ____T fii''',, i _ __ M ' 7tS ' ,,, I(ilhl . , ARCHITECTURE•INTERIOR:,•PLANNING I N o c : N V Lu u. a Y 3 a W 2 i, S f W < vz cc n7 O a I — m Z oo m O v a N M cotu • N N .0 z J O O • CI o O z fl, 2O1 N o • J < to J n • rn 0 o • • G en O 1 _ WIRING N0TEs• _ • E-1) ALL EXTERNAL CONTROL FIRING SHALL, BE 12 GAUGE MNMIUM OR AS PER APPLICABLE" CODES. E-2) THE HOLDING COILS W!I;"IN THE YAGNE11C STARTERS ELECTRICAL SERVICE FOR LIGHTS, MUST MATCH THE SUPPLI VOLTAGE MAGNETIC ISI -- -- — STARTERS ARE ai',PUED BT �1HERS 15 AMP MAX. MUST BE FUSED TYPICAL ANSUL WIRING DIAGRAM o SEPARATELY FROM FAN CIRCUIT LS2 1 I- -1 E-3) VENTILATOR FAN CIRCUIT; THIS tr A SERIES CIRCUIT. FOR ELECTRICAL OAS VALE i r� CONNECT HOT FROM FAN SWITCH 1� FIRST HOOD 'Nus. AND/OR CONTACTOR SHUTOFF ♦� CD (3) A;NSIE DUAL MICRO SWITCHES ANSUL RESET RELAY FRONDED— ♦ ♦ N TO VENTIATOR CONTINUE CONNECTING EACH HOOD 'OUT' TO THE NEXT LOCATED IN AUTCIW4 SNITCHES SHOWN BY GAYLORD, NSTALU11 o . _ L'Q{1 ; HOOD 'IN's UNTIL LAST HOOD IS REACHED. CONNECT ,IN Cpm POSITION (SYSTEM READY) BY ELECTRICAL CONTRACTOR. GROUND, PROVIDED WI LAST HOOD '0111' TO FAN MAGNETIC STARTERS) VOLTAGE FREE N/0-- - SUPPLY VOLTAGE. me K1b ARE O ♦� AND N/I. CONTACTS..., -_ N/C S�RNCE FROM N/0 NME?I K1 IS I . GAYLORD VENTILATOR. FOR INTERCANNECTION BREAKER PAWL DE-E?fR11ZED O TO THE BUILDING - L2 1~ -�5}-- O ALARM SYSTEM- _— N/0 - - --L--(4)----(3 -- I 0 aT • DOUBLE POLE, r— .21.6C. N/O __ ��_ '• K1 ANSUL R-1 Q2 SYSTEM W C • SINGLE THROW SWITCt1 r -� I t 1 -- •--f- ---{i) 1 1 1 0 "� O crci A L PN #BRY4902—I, PROVIDED I r —' — — — N/C I _o___1._1___(1 b 1/2• EMT CONOUT TO REMOTE (� L BY GAYLORD, INSTALLED BY I I— — -- — I I r — I-- T Klai:;I PULL STATION BY FIRE -..... 1 C) Ip PROTEC110N CONTRACTOR DETECTION IJNE TO 0 FIELD .1-BOX BY 1 ( ELECTRICAL CONT:ACTOR N/c BROWN i J CHEMICAL.BY FIRE 0 C110N VENTILATOR BY FIRE coNTRACTOR E �-� ~ • ELECTRICAL I I I BLACK( - I -J PROTECTfON CONTRACTOR7- CONTRACTOR (TVP) I ( Rip_ N/0 !I MANUAL RESET RELAY Oe — — --- — — — — — —� — '""! I I I r— aS01LE�H�01U15 RIVE N/c, FURN9 F1! !! Il —� By TWO WIRES TO SUPPLY sus • I ©' -, ft J I I SERONNT BY I TO COOKING I INSTALLED Elf^I,tA�NG CONTRACTOR -` :, I }� tT EQUIPMENT I '- �- 1 ;ii. r III ELECTRICAL CONTRACTOR. 1... _ __ _ __ __ _ — -- •— — -- — I I I I I TO COOKING ''iiti j I I TWO WIRES TO GAS VALVE IV �, I FAN SACH ! LI I 1 1 ' I I I� EOUWM3 T herr' i •+ III _ I AND/OR N/TRICAL CONTRACTOR. CONTACTOR a mine C13O • 1 L I I I —1 ALtm IN FIELD 4I•-BOX i I 311 L2 — ) ) ) I I— — — - Tr - I - to �n I L_ L - � o - L- BY ELECTRICAL CONTRACTOR J SUPPLY VOLTAGE l L -- - -- - -i I O I I I SERVICE FROM T ' I TWO INKS TO AUTUMAN RELEASE C �- V. , • f-- EXHAUST FAN(S), MOTOR, MAGNETIC l2 Lt I I BREAKER PANEL. PDWER SUPPLY (3 ) I I I BY ELECTRICAL CONTRACTOR. (n • _ I I >, o I STARTER SWITCH AND FAN I r -J POWER SUPPLY TWO WIRES To SUPPLY FAN(S). ♦mill ■� CO v •+� 1 ELECTRICAL SERVICE BY OTHERS. I L _ _ J 1 SHUNT TRIP BREAKER WITH CIL STAINLESS STEEL CABINET TIRO HIRES TO BUILDING ■� O , I _ � -- SEE NOTE E-2 CLEARING CONTACTS LOCATED IN CONTACTOR 000., N/0 CONTACTS, TO SUIT ;A la, E- -_ - L J J ELECTRICAL PANEL. SUPPLED BY ELECTRICAL LOAD FURNISHED BY OTHERS BY GAYLORD, ALARM SYSTEM BY ELECTRICAL CU ma CI3 I"- ELECTRICAL CONTRACTOR. I INSTATED BY ELECTRICAL CONTRACTOR. SCE FLOOD DRAIMNGS FOR CONTRACTOR (AMEN REQUIRED) L DIMENSIONS. .&i—•— -- _ _I 101-20 (CARBON DIOXIDEO CARTRIDGE) 1 Q a , :: SUPPLY VOLTAGE BY ARTTIRIDGE)PROTECTIONFn. Pc] 12011 �� FEUD WRING BY _ ELECTRICAL CONTRACTOR [ ] 50Hz '' --- FELL WIRING BY OTHERS [k] 60Hz - WRING BY GAnaRD • • RAY SOUCIE ` \/ /t .i,_ ASSOCIATES 2905 S.E. 50th Ave. Portland, Oregon 97215 • (503) 238-8566 ANSUL R-102-AREFC-1T-3N-5FP 29 3387002 DIMENSION TOLERANCE GX2-BDL-MAW-54 _ 30 _ 3387001 k e _ y p l a n INSTALLATION INFORMATION t 1/4' (6mm) MODEL / ITEM I+ WORK ORDER # IIIIIIIIMIIIIIIIIIIIIIIIII This plan N moth from avaWble information, but meaarenernh are to - - ' Collard h+durtrles must be nollfled of anyohm mods to the 1,7';',", be saMed by eanlrh ctor; insiders and other'b connection elth fhb a mot and p7rhep1 ,o a manner. CollarIndustries re'not be h --- ��" a►a ED er. ELECT. a�oc: F.P. CHECK: SE APPROVAL EP ptl.se I Construction Set repans t i la vary alms by nths 0. for any fciont a or, neeq ru a damages Nam by G AYI_JO RDt"• + co�introc�tu�Mtnkd4twusa^d utll«tia dl^ot staid ons eyNnw nor nlherr a s resul!or eantrodors, hstden and othn salon to nolifp ---- M�dtarm mode necessary br load bukIng coder, ardlnonew, structural to change'to the plan, Thie plan r the d date June 1, 2t/1/Y aondl �Ut CCi�add crawly Go�ord Tans or by the:.e,. utlon or changes in equipment shoo In fhb Industries and Is not to be copied.reproAwed, or dlutrbuied, either N TUALITY MIDDLE SCHOOL — I -----.__ --_-' --- pla^ rnb pian must ha wit.d and apprn\ad by a ma porting before stale a In pat N b not to be used union nrnder pollard bxrlishte INDUSTRIES /�\ PBVISIOn31 kbHcotlm oan be stated and proval alisi Oat pl mads ldew ■■,,�{��a{a� � l _ Y rI r i bsN lots lananrented and INC . Tigard. OR �--. contractors, Mtdla.anti •+theca°ho\e revisited le olden.nth =mental to Ca)lard __ - f. r Q:.skj._.L0 RDcede atharHMe. Reference h meds to thu gerhad nota which ore o awned by Gelled Indurtrla eNh patents and pending• e --- pert of thee•plea and d aontracttss,NIta{lerr and otllers utltefnp becoming ' ! '' -, • • Abrio n MncointIi said gernadthese plane aro°ebbed�fheyire be bN oarrne for q my�iah�henunea 10900 S W. AVERY ST. TELEPHONE: (503) 691-2010 � - I - Ieyreerh a skins, theqenae Wynn ia ', lans old the q motto,onsrui mikeP.O. BOX 1149 TOLL FREE: (900) 547-9696 ar � — wA+ernoee must be Yrrfnsdafelaladed to Ms attention of —._--- TUALATIN, OR 97062-1149 FAX NO.: (503) 692-6048 k industries N silting so that eny such incontinencies own reedlwd E-MAIL goylordOgoylorduso.com MAIM: wan rev,: Sar so G REV DRWMLBY DATE ~ REVISIONS CHECKED BY 1, �'`� + - 03-3870 10-16-03 3 of 3 — y project 13020 - l. Kitchen Ansul System 1 • .: ..,per, ,. .. „ ._ r�., .,..> ..,. .. ... -. - ,. .. 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' ♦ ,:,. w. !„r , A'- . • 1 K� ir . ,Iwnr .rmitoo etlawwrw hernse «s h,.rnw • - .....,» __ ._ .. � I • 111 „ ika ''r r v.P illP r s� ',, f nt-'NT t:v?,' .X11.• a u� �' J � • t, I ii • • • .. ...._._. ... __..,....._....,-,. ... ..,,..._..,,,.,._,,...,.._. . __ ....._..r.. .. ...r-. .�.,.a...., w�._..�..,. .....•..,,.. ....._....................,.....u.r...,.+..-,.,:...:--.,.»...............r..._...,...,.- :....,......,,,..rr..:..«.+,.r... .....,,.:..«m..a.«.au.w.r.«w.a....n«..•..,w.:.....,..r...,< . .• .. w. 1 ru. .:,urr.Wy.nurr.+u vuk w. WW:Lf f - ..+._-_-._ _ •-• ... _.n.....•.._....�..r.•.u,.«..r.u,w,. w.Ya4... ........ ,....,..wn•.r,...ww alrvw,�.:.e.LY.....w .. r.vL,.n.w,f L w•+"ntlw us. rrwWF leca.wY,L.1,4. 1✓.n.• r IOU , CEILING PANEL ARCHITECTURE•!u-ssIOR5 PLANNIN4 I1�1r'11T 1 RI! - . AgA + . . . . N V r \ SPLICE DETAIL w� 2' x 2' x CONT. 22 GA SSTL W `I.(' W/ 08 x 3/4' PHSNS @ 3 c re N 12" 0.C. TYP. EA. LEG - a — o. = & (4) 08 @ SPLICES, , 3 47 47 113/16 47 47 AT EA. LEG. o ,� I- _ -- - -3'_13/18 (LAP 5" MIN.) 0 o, ; N I -I _ 41 en h o -e Z N WALL PANEL J c, 0 1 C z_ e m J < b CEILING_ANGLE_ - '' N C1 C2 C3 C4 C.5 CII HD_CAM o L _J NEM PC-17 CEILING PANELS 1 i ( srucco GAO/ ) SPECIFICAT[ONS 21'-0'(252] 1 Indoor cooler WALL PANELS Construction: 4' high density urethane AI' Exterior Finish. 26 ga. stucco galv. / 22 ga. stainless steel 304 04 A Interior Finish: 22 ga. stainless steel 316 04 3113/16 1 47 47 X47 47 3113116 `� Connections: Cam-lock / Angle screed "' W10 W11 W12 W13—W114 • Y`a CEILING PANELS �� p Construction: 4' high density urethane NIIIIU M Y Exterior Finish: 26 pa. stucco galv. Interior Finish: 22 ga. stainless steel 304 04 Q i •16.....: N r N. Ceiling Caps: Factory mounted -4-a. it Live Load: 10 psf , N 5 COOLER DOORS o „ha b [A]: 38' x 78' self-closing flush model 2000 cooler door 0 riles L Pi ••• NO WOOD CONSTRUCTION`•• O O ••• RAISE DOOR PLUG 5/8' •`• 1.10 0 e ,, Frame: 4' high density urethane 0 I Q E i a w/ 26 ga. stucco galv. (ext. & int.) f j ,� - 'r w/ 3/4' concealed metal conduit conduit L� �a Plug: 3-side laps, 4' thickCv �-.- ) �� W5 W4 01.0 W3 s1.0 W2 [Al WI w/ 28 ga, stucco poly. (ext. & int.) ME 1 15116 47 —23N� 11-7 11/1 47 2 711 *4WI Magnetic gasket w SPL i ISPL PL,,. (3) Kason 01248 spring assisted hinges • I �• (1) Kason OK-1229CV cylinder locking handle w/ inside release " 311/28 31 1/2B (1) Kason 01095 door closer w/ doorstop .� (1) ea. press switch w/ pilot light and weather-proof cover plate .4-0tti 311/2ma 581 311/2 315116 S2 (1) KTV-4 digital thermometer and alarm CD 13 (1) 14' x 14' Norfab non-heated view window -0 36' high .10 aluminum d'.amond tread (plug, ext. & int.) slum (4 22 Gil STL/STL 304 N4) = (J) O 1 (B]: (1) 30 1/4' x 36' Anthony model 1001 cooler door O w, (1) door cylinder lock (Smooth Silver) 17 WALL PANELS (C): (I) 30 1/4' x 36' Anthony model 1001 cooler door N® 1 w1 (1) door cylinder lock (S..00th Silver) w— 4� "V co /--CI3UNG CLOSURE co 1 PARTS .../� alaim Lf) (3) ea. 4' fluorescent fixture for cooler application/\/ \V N (52) sq.ft. stainless steel ceiling closure I� Qj (1) ea. 2' x 4" x 100` stainless steel vertical closure 0 �� (1) ea. 2' x 6' x 100' stainless steel vertical closure ¢ - I ( � T (2) ea. 96' high corner guard (.100 aluminum diamond tread plate) I r A i , I (8) ea. 1 1/2' r 6' x 96' 16 ga. Smooth Galv floor angle 1 AI (7) ea. 2' x 2' x 120' 22 ga. stainless steel 304 04 ceiling angle Ar— V1.0 V1.s (1) ee. Wall;-in box permit IQ =1 (h9') RI REFRIGERATION �I W,41 I (1) ea, Heatcraft Split-System (35°F holding temperature) I I ]!d (1) N02025963CF cond. unit and (2) LSC104A evaps >1 � 208-230/3/60 R404a outdoor cond. unit w/ defrost timer, thermostat & liquid line solenoid I I 37.75W x 28.250 x 19.75H @ 2401bs. Ig I I .JCA=15 NOP°=29 115/1/60 air defrost evap w/ TXV "rt_ Wd Ws mil W4 •1.0 W3 ■1.s W7 411,4111WI 45.5W x 14.840 x 14.9411 @ 691bs. NotorAmps=3.6 (1) ea. Refrigerant Leak Detector 0ELEVATION OPTION #1 Ritchie single sensor leak system IF STANDARD&VINYL FLOOR OREGON SEAL CFIUNG CLOSURE • Io – N ) - —T �' NSF LABEL vi.c vias 1r-1 - .1 �( at- it '� N.S.F. LISTED (9TD 07) NI 'I ili I N.S.F. GASKET @ ALL PANEL JOINTS 1 b P3 > : 4- I sD k o y plan C I I 1.4 I phase I Construction Set WO WS W4 s1.c W3 111s _ 'Al —T4-1-4- _ date June 1, 2004 FinishFloor WsN. revisions ELEVATION OPTION #2 NN RebeDoo►opp,Nnp2.1/2' WALL PANELS __ -_--- 1 j 2-1/2'QUARRY TILE THICKSET 118 x 3/4' P. H. S. M. S. 12' 0. C. — - - _ -„ ______ ----- ANGLE ':CREED 1 1/2' r 6' x 16 GA. GALV. ____ I -_ -- r 1/4' DRIVE PIN ANCHOR --__-_ __ _ _-----_ IL 7- e 24' 0. C. --- -- -CONC. FLOOR CNIC) FINISH 11 _ r r rr.rr N ,vt rt •tt •• y, I S, V S• 0 D •1 ;rt # 4 • • j'•jr FLOOR •;•ti1•I •41.••/• •• • • • • ."00• • �I� 1 ---- - --. It,,: ,,� •`60e• ; , .,. ..,•ave; q , ' 1 r •••••',r AI%'44 T� • 4 --- ---- --- �vt:,; project# 03020 .w. Kitchen Walk-in Details 1 1/2" r 8" NSF COVE BASE TIE DOWN . ___ K1 , • 6 ypi aha 1. ; 4rin A e-Fmnt)t ..i 1 (1(1701 Ell ('2003 �y, r 31 of 42 4 _ _._. 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C) O ® / 2'-5" / 14'-0" Clear relieve Chase as req'd / — 31'-2" Serving Line Elevation SCALE:]V••1'4' O M CD lilt 4.. i CO O C‘) , �• N " a I i . .�, 6)o a 12 - 2'-7" O o ,,, > • 1" 14 Ga.S S Top 31-3" 31_311 Q m 1 \ and Bac splash r 3 3 5" 3._3„, O 1- 1 / I N 19 14 Ga.S/S Top N 1 N 14 Ga.S/S Top N � -1 jJ n.---1 ---\ �` • .- \ `,� �/ i:_ cis._receDed cy.... 71_4 �� `' ' ad ustabla o �p 73 4" shelf brackets recessed adjustable `" -O -shelf brackets N = O O = Locking Cosh Drawer - a oar O O Cl)2 = C Removable access punel I o 18 go. S/S cap N Utility Chase N Utility Chase Utility Chase N 18 ga. S/S ca, 18 ga. S/S cap N 18 gel. S/S cop 0 1 O Cr a} Ir e d ■ems long. � 00 cY -Z Xi cr) k`??j" Ribber Boss Rubber Bass/ Rubber Base �— /�' \ s� a sss� . /� C Rubber Bose Rubber Baeo Rubber Bass Rubber Bare ♦V � < -.Fr "'a Section 1 Section 2 Section 3 Section 4 SCALE:NC•1'•7 SCALE yr.•ra SCi1lE:304••r.a SCALE.yr•ra• I.wre.:1 1 400 RAY SOUCIE lik Ilk ASSOCIATES dispenser 2owel Ave.06 S.E. 50th(503) 238 8588 byothers Portland, Oregon D7216 k e y p I a n r cx , . 42_ i * r Wal{ Backing 2' 7" { - �, phase1Construction Set by C.C. 5'_5" - date June ,, 2004 ;t C; Wall Rocking ' " by G.C. \ r 5 —5 1" A �e>•e�laB - r't revisions ! 0 t� 11> Locking Y% to\ — — -- — ;" AsaI c0 N (43 041 . -4 \ �/� __ l recessed adjuetobls 1/2"/ shelf brackets corner < • — r a o guards C ! --, 1_._._ iv r,) I --— N 18 pa. 5/S cop` — -- — __ . id- Z----1 -------N\ — " I �`\ J 144 \ project# 03020 1/2" closure trim Coved rubber base by others Kitchen 5 Mill work details - 44 ,tit ;'�,i --- i t � . � ,�rie" Import Line Elevation ,,, ...Po+ Section SCALF LI'•I'0' Y • i; Y 0 1 • 971110711 11111)2003-00701 12.of 42 ,r r 41.1116 J � N•Y M1l I"pifirMl!..I�dnr�ra�a.�,..,.;�k 5 . - ,",.�..,�,.rw...-ten" -^'"a�wanwra„�uoa�!'. ._.-.... .. ,.�w. �,..., ._._.-. ... ... •"-- r--r...--._.. .. ...._....._....—.__.__. ._ ..._-__-._-. ............ ...—_–_–__. - _. ... ._ .. .. ..._ _ v.F,l '' .. 1xbglu,Mr. •4wwoPaz s ,$•�..ti b. 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( .H` .ry t,C'.';,. ^�9.� '..(';p'r' n,.. � �`.' t�' .t. ��1 s .7"-;.lit k©N► 4pp u Y "� ;'.°,,,, • ��L ,1r ggy� •' - I �t�Rt r ;.!..c,".47,•.:4:?'..::.4 w,. i ...k� . �r I"Ir t • F. c , . ',}'C F� .krrt '� n3 0 X - Jam. 1 Y '� fit'; .Y i . 7r ,1°I .H s e t. :. T ! y.} s,�41,..V,'„i + 5 '1.P0'pf is a , t l' I, - - ''' tn'P'''i ' 'y w t Is t • • i 4. . - : p„ ,. .. • 1� 1. .. '.."i.^ .lMti, ."Y,'W:�S __ k.rry• .,.,w_, -. r -. e¢ss..�r., ` dke^ts.,,r_ ta�.�.. ..,.... .m. __ _ _ ._ xq' IM n: d G lit'' P�t� . ;V a } r � 1+�} 1 kt s+,. • ;zit fl.t • • ' k. • _. _.. ., ._ _,.....:............ ........•.. .: .....,:...x w,,..-r-..e:..awY•.w:..,r'•.•l:w..: r.'al.:,w,.,... .,_...,...,,.u...*s.,"...w.✓w.uua,.v:.:.. ..� ....... r.... ..... ♦, .....i+"..nr..,-:.w,.w... STRUCTURAL NOTES -� _.__. I .5TRIJr SAL STEEL s RAL. 1. ALL STRUCTURAL I EEL WORK SHALL .:ONFORM TO THE REQL':''I EMENTS OF THE "AISC MANUAL OF STEEL STRUCTURAL R/ \ I N G LIST CONSTRUCTION". I 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 "OREGON 3. W SHAPE2. STEEL STES,ASTMCAS SHAPES AND RODS - ASTM A36, ISSUE LOG ���� , STRUCTURAL SPECIALTY CODE" (1998 OSSC), DE B 0 0 2. THE CONTRACTOR SHALL VERIFY AND CORRELTE All MINIMUMDIMENSiON AND DELEVATIONSROMN THE 5. STEELGPIPE -T ASTMM O A53RGRAD f� STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY 4.6. ANCHOR BOLTS - O rn DISCREPANCIES OR INCONSISTENCIES PRIOR TO STARTING CONSTRUCTION. 7. BEAMS SHALL BE CAMBERED AS NOTED ON DRAWINGS. CAMBER SHALL APPROXIMATE A CIRCULAR ARC. I c� 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS CAMBER ACCOMPLISHED BY INSTALLING A SINGLE KINK AT MID SPAN OF BEAMS IS NOT ACCEPTABLE. _j ARCHITECTURE•INTERIORS•PLANNING DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER DRAWINGS. 8. H.O. GALVANIZED FINISH Al ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS. �- 4, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO 9. ALL FERFORMED BY CERTIFIED WELDERS, USING E-70XX TIONS.ELECT:ODES, NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED. THE CONTRACTOR 10. WHERE •WELDING SIZES ARE NOT INDICATED, USE THE FOLLOWING AS A GUIDE: SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY -0 PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY, THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE, A. GROOVE WELDS - FULL PENETRATION OF PLATE THICKNESS •B. FILLET WELDS - UNLESS NOTED 3/16" MN SIZE zL QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT COLUMNS TO BASE PLATES - 1/4" MIN SIZE o In - E SAME AT JOBSITE. 11. BOLTS H DESIGN LOAD$ A. STEEL TO STEEL CONNECTIONS -• ASTM A325X , BEARING TYPE WITH THREADS EXCLUDED FROM SHEAR PLANES U I-- 12. PAINT W m a I lig S . a W et et SOIL BEARING PRESSURE - 2500 PSF PER SOILS REPORT BY GEODESIGN INC, SEPTEMBER 17, 2003. A. ON". COAT SHOP APPLIED R'1ST INHIBITING PRIMER B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. Z 2ROOF LIVE LOAD •- 25 PSF (DRIFTED SNOW PER 1998 OSSC CHAPTER 16 APPENDIX) 13. GROUT ,.. CONFORM TO ASTM C1107 GRADE A & CORPS OF ENGINEERS CRD C621 3. WIND LOAD 80 MPH ,EXPOSURE B, 1998 OSSC USE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS 0 W o Al 4. UBC SEISMIC ZONE 3 14. POWLFR �,CTUATED FASTENERS (PAF) -- AS MANUFACTURED BY HILTI INC. AND INSTALLED IN ; 4 c STRUCTURAL ENGINEER'S SPECIAL INSPECTION P ACCORDANCE WITH ICBG REPORTS NO. 1290 & 2388. MAXIMUM SPACING AS NOTED IN DETAILS. SHEET NAME y a o> FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICBG X X Si. STRUCTURAL NOTES Z ce N GENERAL APPROVED LOAD CAPACITIES. = N A. STEEL TO STEEL CONNECTIONS -0.177 INCH DIAMETER, SPACING = 24" 0/C MAX X X Si.1 TYPICAL DETAILS O to y N B. STEEL CONCRETE CONNECTIONS - 0.145 INCH DIAMETER x 3" LONG, SPACING = 32" 0/C J T..40 a 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL 15, EXPANSION ANCHORS -- DIAMETER AS NOTED IN DETAILS, MINIMUM EMBEDMENT = 8 DIAMETERS. X X 52.0 FOUNDATION PLAN SPECIALTY CODE (OSSC). KWIK BOLT II AS MANUFACTURED BY HILTI INC. INSTALLED IN ACCORDANCE WITH ICBG REPORT O v 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE NO. 4627. X X S2.1 ROOF FRAMING PLAN L. COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE 16. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. -1 `3 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER) SHALT_ •CALL THE STEEL JOIST INSTITUTE, SUBMIT SHOP DRAWINGS ANO GALCUlATIONS STAMPED BY A PROFESSIONAL. J N A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, ENGINEER REGISTERED IN OREGON FOR REVIEW PRIOR TO CONSTRUCTION. X X S3.1 WALL ELEVATIONS 17. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE D m N CONTRACTOR AND SPECIAL INSPECTORS TO RENTER' THE SPECIAL INSPECTION REQUIREMENTS. STEEL DECK INSTITUTE. c ` A. ALL ROOF AREAS (ACOUSTICAL TYPE DECK 1"r E,RE INDICATED ON ARCHITECTURAL DRAWINGS) X X S4.0 FOUNDATION DETAILS 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED B'r THE 1 ORE ASTM E 924 3" DEEP x 18 CA, GALVANIZED, ASTM A 653 DESIGNATION SS GRADE 33 111111111111 LOCAL JURISDICTION. 2. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER 3 SPANS MINIMUM. X X 56.0 DETAILS LOCAL B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE 3. WELDING REQUIREMENTS X X 56,1 DETAILS APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO A. INTERIOR BEARING SUPPORTS - 5/8" DIAMETER WELDS 0 4 PER 24" WIDE SHEET. X S6.1 DETAILS THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF B. SEAMS - 1 1/2" LONG SEAM WELDS 0 24" 0/C. UNCORRECTED TO THE ENGINEER AND TO THE BUILDINR OFFICIAL. C. PARALLEL EDGE - E:/8" DIA WELDS 0 18" 0/C. 9 8 TOTAL DRAWINGS I C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION D. EDGE CLOSURE TO FU;.L WIDTH SHEET - NO. 10 SCREWS 0 4" 0/C. TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER E. EXTERIOR BEARING SUPPORTS - 5/8" DIA WELDS 0 4 PER 24" WIDE SHEET. DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE CONSTRUCTION MEETING. CAST IN PLACE CONCRETE D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S 1 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-99, KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS "SPECIFICATONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. !. STRENGTH - F'c = 3500 PSI 0 28 DAYS SLABS ON GRADE 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: F'c = 3000 PSI 028 DAYS ALL OTHER A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST '. REINFORCING STEEL - ASTM A615 GRADE 60 24 HOURS BEFORE SUCH INSPECTION. - ASTM A706 -- ALL REINF TO BC WELDED B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED m. THE ROUGHENED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE. C. PROVIDE THE SPECIAL INSPECTOR WITH ACC':SS TO APPROVED CONSTRUCTION 5. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTEDII DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. A. PROVIDE CORNER BARS AND 42 BAR DIAMETER LAP SPLICES. D. MAINTAIN AT THE JOBSITE COPIES OF ALL '.DEPORTS SUBMITTED BY THE SPECIAL B. STAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOUNDATION WALLS STAGGER LAPS AT INSPECTOR. LEAST 5 FEET. C7) INITIONS C. FRAME OPENINGS WITH 2-#5 BARS EXTENDING 2'-6" BEYOND EC GES PLUS 4-#4 x 6'-0" 0 6" ♦=A cY) 6. DEF A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL 0/C DIAGONALLY AT EACH CORNER. UCD TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 6. MINIMUM CONCRETE. COVER FOR REINFORCEMENT B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME A. CONCRETE CAST AGAINST EARTH ._ 3" "0 N INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ... 2" IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. ® ( co C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 7. TYPES OF WORK THAT REQUIRE SPECIAL INSPECTION BEAMS AND COLUMNS ,,. 1-1/2" alms ® CO O A. SOILS SLABS, WALLS AND JOISTS ..,. 1" CO ® a 1. GRADING, EXCAVATION AND FILLING - REFER TO PROJECT SPECIrICATTONS 7. WELDED STUD ANCHORS (WS) - NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF B. CONCRETE TRW, INC. AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. a 1. PLACING OF REINFORCED CONCRETE - PERIODIC SIZES AS NOTED IN THE DETAILS. 0 �w 0 0 2. TAKING OF TEST SF,.CIMENS - CONTINUOUS O 0 3. BOLTS CAST IN CONCRETE - PERIODIC 15 4. PLACEMENT OF REINFORCING STEEL - PERIODIC PRE�.9ST CONCRETE L WA _PANEL rn 5. WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 -CONTINUOUS 0 V i=- #5 AND SMALLER - PERIODIC 1. DESIGN, FABRICATION AND ERECTION OF PRECAST ITEMS SHALL CONFORM TO THE FOLLOWING D. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE. J 1. FILLET WELDS EXCEEDING 5/16"- CONTINUOUS A. ACI 301-99, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (J, 2. GROOVE WELDS - CC JTINUOUS B. ACI 318-99, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" �: 3. FII GLE PASS FILLET WELDS NOT EXCEEDING 5/16"- P_RIODIC C. ACI 533R-93, "PRECAST CONCRETE WALL PANELS" 4. FLOOR AND ROOF DECK WELDING - PERIODIC CONCRETEC I✓; 2. STRENGTH - F'c = 4000 PSI 0 28 DAYSMIW .o #� 5. WELDED STUDS - PERIODIC 3. REINFORCING STEEL - ASTM A615 GRADE 60 CU 21 6. WELDED STAIR AND RAILING SYSTEMS - PERIODIC 4. SUBMIT LIFTING INSERT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. `- 7 WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 - CONTINUOUS 5. PROVIDE ALL NECESSARY INSERTS, ADDITIONAL REINFORCING, BRACING AND LIFTING EQUIPMENT 11:, (gi CO c #5 AND SMALLER - PERIODIC AS REQUIRED TO LIFT AND HANDLE MEMBERS SAFELY AND WITHOUT CRACKING OR DAMAGE. ■- 8. HIGH STRENGTH BOLTING- PERIODIC 6. MINIMUM REINFORCING REQUIREMENTS - UN!ccc CTHERWtSc NOTEDEU -- o 9. VERIFY CAMBER OF STEEL BEAMS AT THE FABRICATION PLANT. A. HORIZONTAL AND VERTICAL IN WALLS - 1,/4 OF 1902 c CD ger B. PROVIDE CORNER BARS AND 42 EAR DIAMETER LAP SPLICES. STAGGER HORIZONTAL SPLICES. 1" . E. OTHER C. FRAME OPENINGS WITH 2-#5 EARL' EXTENDING 2.-6" BEYOND EDGES PLUS 2-#4 x 6'-0" 0 6" i! CD M 1. EXPANSION ANCHOR INSTALLATION PER ICBG EVALUATION REPORT OR EQUIVALENT - CONTINUOUS 0/C DIGONALLY AT EACH CORNER. o_ 7. GROUT.... CONFORM TO ASTM C1107 GRADE A & CORPS OF ENGINEERS CRD C621 . Alm/, CgEt HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT USE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS .� .� Et CD ` .. 8. WELDED STUD ANCHORS (WS)- NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF • SPACING OF SUPPORTS FOR THE SPRINKLER LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE TRW, INC, AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. �� .1:1in MAXIMUM HANGER LOAD AT JOISTS OR BEAMS IS LIMITED TO 150 POUNDS. HANGERS FOR THE SIZES AS NOTED IN THE DETAILS. CU 65N SPRINKLER LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. �j ,` • DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE FRAMING LOMB R / < 0_ W FRAMING SYSTEM. ¢ 11 1. GLUE LAMINATED MEMBERS - SPECIES = D. FIR-LARCH WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS, DISTRIBUTE A. BEAMS Fb = 2400 PSI - COMB 24F-V8 WEIGHT OF PIPE AS FOLLOWS: CAMBER = SPAN/400, EXCEPT AS NOTED B. COLUMNS Fc N 2100 PSI, Fb = 2200 PSI, COMB 4 N I S H K I A N PIPE WEIGh;• (INCLUDES WEIGHT OF WATER) MINIMUM SUPP,Q8.1 C. USE WATERPROOF ADHESIVE --- ONE MEMBER D. MANUFACTURE PER ANSI A190.1--CURRENT EDITION, DEAN LESS THAN 7,9 POUNDS PER FOOT BETWEEN 7.9 AND 16.4 POUNDS PER FOOT TWO MEMBERS 2. ERASING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE MEMBER VALUES. OVER 16.4 POUNDS PER FOOT --- APPROVAL OF STRUCTURAL ENGINEER 2x4 STUDS CONSULTING AND STRUCTURAL (NON BEARING PARTITIONS% CONST, GRADE, D.FlR/LARCH, S.DRY, rb=1000 ENGINEERS SINCE 1919 NAILING SCHEDULE STRUCTURAL LIGHT FRAMING NO. 2, D.rIR/LARCH, S.DRY, Fb=873 waro t„ s t e STRUCTURAL JOISTS & PLANKS ' S " ON _BAILC�G (INCLUDES 2x6 & 2x8 STUDS) pomma MOON • JOIST TO SUPPORT - TOE NAIL 3 - 8d NO. 2, D.FlR/LARCH, S.DRY, Fb=875 4x & 3x MEMBERS N0, 1, D.FIR/LARCH, S.GRN, Fb=1000 BRIDGING TO JOIST - iOr, NAIL EACH END 2 - 8d I t ___ 3. PLYWOOD SHEATHING ---- NOTE ALL PANELS TO BE OF 5 PLY CONSTRUCTION (MIN) BLOCKING TO JOIST - TOE NAIL EACH END - 3 - 8dA. GRADES - ( a•1AIJCTUggC BLOCKING TO PLATE OR BEAM - TOE NAIL 2" DECKING TO SUPPORT - BUND & FACE NAIL 2 - 12d 1. ROOFS -- 5/8", "C-D PLUGGED", GROUP 1, INTERIOR APA WITH EXTERIOR GLUE �O� a ,+ r: a i. _ 2. WALLS -- 1/2", �� � r STUD TO PLATE - TOE NAIL 4 _. 8d "C-D", STRUCTURAL 1, INDEX 32/16, INTERIOR APA WITH EXTERIOR GLUE ��� cf °, „Ia y I , OR - END NAIL 2X6 I. 2X4 STUDS 3 - 16d �a' f F '�� „ B. NAILING REQUIREMENTS " ;1N �G\ AND - END NAIL 2X8 STUDS 4 - 16d 1, NAIL SIZE -- USE LNG X 2 1 4" IGUN NAIL F O B R LVIF I 0 N S -� '"� ' ' +i y •YS E '( ,A r"Mi ' ,tE 5' O'n I 2. SPACING - EDE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS t k EF f a F MULTIPLE D5 OR LAMINATED COLUMNS - FACE NAIL ---- 18d 0 12"O/C /jy '' : • 4i:ir , ; i I ii , : TOP PLATES - FACE NAIL 16d 0 12"0/C ba.. PANEL EDGES 6" 0/C OREGON k} 1'' �K• `1.,r" , • a' ' - TOP PLATES - JOINTS & INTERSECTIONS - FACE NAIL 4 - 16d"EACH END b. INTERIOR BEARINGS - 1Z" 0/C - WALLS & ROOFS AB ANCHOR BOLT JST IOIST EA EACH SAO SEE ARCHIfECTUFAL DRAWINGS '�� �, 19r,.' r 1 t';i � ,R'.r/'!t•LCa, 7 roia'''`"n9' ` 1+ _ r - 10" 0 C - FLOORS LAMINATED HEADER ACE NAIL ALONG EACH EDGE 16d O 12 0 C ADDM ADDENDUM „f JOINT EB EXPANSION BOLT SCH SCHEDULE �9� Yee, r c. GLUE LAM BEAMS, SHEAR COLLECTORS & ETC - -- b" 0/C �'T, O d� " , r ( '"p s +:, I{' ��"g`s '�1 { 'i" !: JOISTS, LAPS OVER SUPPORTS - FACE NAIL 4 - 16d 4•-12d) 3, PROVIDE 2x SOLID BLOCKING c ALT ALTRENAfEG e� } � j ' t; ) nw ,, b+ + ., BUILT-UP CORNER STUDS --- • 16d O 12 0 'C LOC GAT PANEL [DOE_. OF WALL SHEATHING. EF EACH FACE SECT SECTION L / 4. SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE TFiE FACE PLY. ALUM ALUMINUM Lbs POUNDS EJ EXPANSION JOINT SF SQUARE FEET `�'� t. isR•. ! ' r{ I j, , Yi h•i9 �t iS •„r ExPIRATION DATE: 6-30-051 ! „fi'f'4''''-'.�; ?� X54""{� " '� `;1` 4 I•iri4 w " 1 } r . ' `""r ; C. PANEL lAY0U1" APPRCY APPRU�(IMATE LH LEFT HAND EL ELEVATION SHT SHEET' ,. i:rt.,l..,-. • i• c.'1 ,}r,' p,. ,I. :h1rt: "'..� •: t 1 ,t,.,,,IE i rt ;".,, ',+,i;:l,.I s:x (c6•.k, .. rNdf., !r}i n. .+;^a y• �t�. 1".P*�'�8e: ::3�y ':.,,,, C-•?„....itIA rS, t .:.. I+.i - ,,:,,�,., ,, .:. „,,..: .i • :, .,*,.,4 r :;n',.4.,,,,-4-'‘..`,,,' . , t I. . .a,, WILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE 1. LANG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING, EXCEPT PANELS AT ARCH ARCHITECTURAL LL LIVE LOAD ELEV ELEVATOR T'' ' , ' (. (". _ '�a' r..I% vT'nuT V 1. ,,t-. A ' .,s:,4 .h�i + i 4 ^ { s,. E USAGE OF COMMON WIRE ^ SH SHEATHING a a ,,?,, , ' N,,0 I ^ I' ,r: .I. d ;':4,, ` ,,,.�- , r ++.'1,1I '`•f f,, L NAILS, EXCEPT THAT 16d 'SINKER" NAILS 0,148" DIA x 3-1 4" WALLS MAY BE INSTALLED VERTICALLY. AVG AVERAGE LLH LONG LEG HORIZONTAL N NAILING E EDGE L v SIM SIMILAR 4 p,t,, n A,:. a, "rt. 'N'• ';✓,, •' ,'C''' "O ;, , A •k �.�, .'',N I ;S' , ,r,;at .. R ,,4 " ( / ) MAY BE USED WHERE 16d IS 2. END JOINTS IN ADJACENT RUNSSHALL" t t SPECIFIED. IF GUN' NAILS ARE USED, THE CONTRACTOR SHALL_ SUBMIT NAIL DATA FOR REVIEW PRIOR BE STAGGERED 4 FEET. LLV LONG LEG VERTICAL ES EACH SIDE SQ SQUARE • 4',','i4!''• `' • " ''�A„'4Asr"," ' +t �'f 3. MINIMUM PANEL WIDTH SHALL BE 12 BF BRACED FRAME LSL LAMINATED STRAND LUMBER EF EACH FACE SPECS SPECIFICATIONS � , �.• �, ,, r I TO BEGINNING CONSIT<UCT10N. r 4. EDGES OF ALL PANELS LESS THAN 24" SHALL BACKED BY BLOCKING (2x4 MIN SIZE). )• BLDG BUILDING LVL LAMINATED VENEER LUMBER EQ EQUAL SS STAINLESS STEEL + I '� •' I 4. JOIST HANGERS AND FRAMING CONNECTORS BLKG BLOCKING EQUIP EQUIPMENT STD STANDARD r rat a • . • 1 FRAk1iNG MEMBERS DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICBG BM BEAM MAX MAXIMUM EW EACH WAY STGD STAGGERED fRESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBG APPROVED LOADS, THE MAXIMUM GAP BETWEEN ,4:4,:,;,E'',''''` ' E CONTRACTOk IS CAUTONED ABOUT GRILLING AND NOTCHING OF STUDS, PLATES, ,JOIST AND OTHER END OF JOIST AND SUPPORTING BEAM SHALL BE i/4". 80 BOTTOM OF MECH MECHANICAL (E) EXISTING STL STEEL r ,',. • ' FRAMING MEMBERS. THE FOL ACING SHOULD BE USED AS A GUIDE. USE "U' SERIES HANGERS WHERE 2xBOC BOTTOM OF CONCRETE MEZZ MEZZANWE EXIST EXISTING sm.- STIFFENER JOISTS FRAME INTO THE SIDES OF MEMBERS BOD BOTTOM OF DECK MFR MANUFACTURER EXT EXTERIOR STRLJCT STRUCTURAL ti as 1. CR EM`c "HID" SERIES HANGERS WHERE 3x OR 4X MEMBERS FRAME INTO THE SIDES OF MEMBERS • • '• '�► - CONTRACTOR IS CAUTIONED NOT TO DRILL NOTCH M � RS WHICH HAVE SPECIFIC DETAILS FOR ��' 'HU" SERIES HANGERS WHERE 3 1/8" & t/8" GLUE LAMINATED MEMBERS FRAME INTO THE BOF BOTTOM OF FRAMING MIN MINIMUM vK • y P I n `I w'4 .• $PUCIIJG BUTT JOINTS, SUCH AS TOP PLATS, LEDGERS, ETI,, CONTRACTOR SHALL CONSULT � I S.MM SYMMETRICAL • SIDES OF OTHER BEAMS, EXCEPT WHERE OTHER HANGERS ARE DETAILED BOT BOTTOM OF STEEL MISC MISCELLANEOUS FIN FOUNDATION • WITH ENGINEER FIRST. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBG APPROVED LOAD BOT b )TTOM MO MASONRY OPENING FIN FINISH T&B TDI' AND BOTTOM { ° .• •• ••. •• ''"<' "• 2. CONTRACTOR SHALL CONSULT WITH ENGINEER BEFORE NOTCHING OR DRILLING ANY BEAMS, CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE" CONNECTORS. BOG I PURLINS, JOISTS, COLUMNS OR OTHER FRAMING MEMBERS. BLARING MS METAL STUD FLR FLOOR (INC) T&G TONGUE AND GROOVE phase Construction Set ` J. DRILLING AND NOTCHING OF WOOD STUDS. 5. WOOD ABUTTING MASONRY OR CONCRETE BRK BRICK MTL METAL FO FACE OF TEMP TEMPERATURE I A. NOTCHING OF STUDS SHALL BE WITHIN 2'-h1" FROM THE END + OF THE STUDS, BUT NO CLOSER PLATES PRESSURE TREATED A. SILL - - SEE SPECIFlCATION3 BTWN BETWEEN FOB FACE OF BRICK THK THICK (NESS) date I June I, 2004 B. BEAMS PROVIDE A 1/2 INCH MR SPACE BETWEEN SIDES AND ENDS OF MS AND N A NOT APPLICABLE FOC FACE OF CONCRETE TN TOE NAIL THAN 1'-0' OF THE ENDS, MAXIMUM DEPTH OF NOTCH SHOULD BE ONE INCH (t', NO A NIC NOT IN CONTRACT FOF FACE OF FINISH TO TOP OF NOTCHING IN THE MIDDLE PORTION OF THE STUD LENGTH. ANY CONCRETE OR MASONRY SURFACE. - reVlSl .' • B. DRILLING IS PERMITTED ANYWHERE ALONG THE LENGT ; OF THE STUD. MAXIMUM HOLEC. LEDGERS --- - PRESSURE TREATED OR BUILDING PAPER PER DETAIL AT FIRST SHEET CIP CAST IN PLP:E No NUMBER EOM FACEMA f i OILS OF SON TOC TOP OF CONCRETE DIAMETER 1/4 LIMES 'THE STUD SIZE AND SHE EDGE OF THE HOLE SHALL BE AT LEAST ONE 6. FABRICATION OF TIMBER CONNECTORS CJ CONTROL JOINT NOM NOMINAL FOSH FACE OF SHEATHING TOD TOP OF DECK (LNG) Ir ANp ONE-HALF INCHES (1 1 2") FROM THE FACE OF THF SND. GRILLED Htti4 E5 SHALT. BE A FABRICATION SHALL BE IN ACCORDANCE WITH 1997 EDITION "NATIONAL DESIGN SPECIFICATION ?, CL CENTERLINE: NS NEAR SIDE FOS FACE OF STUD TOM TOP OF MASONRY I SPACED AT LEAST SIX INCHES (6") APART AND AT LEAST SIX INCHES (8") FHOL ANY KNOT. FOR �V000 CONSTRUCTION" CLG CEILING NTS NOT TO SCALE FOFW FACE OF FOUNDATION WALL TOPL TOP OF PLATE • 1. A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD CLR CLEAR (N) NEW FT FEET TOS T^P OF STEEL t" AND/OR NUT. Sj� '' 2. LAG BOLTS CMU CONCRETE MASONRY UNIT FS FAR SIDE TOW TOP OF WALL ' t a. LEAD HOLES FOR LAG BOLTS COL COLUMN o.c. ON CENTER FTG FOOTING TS TUBE STEEL SHANK PORTION = SHANK DIAMETER CONC CONCRETE OD OUTSIDE DIAMETER FP FULL PENETRATION TYP TYPICAL NK CONN CONNECTION OH OPPOSITE HAND b. LAGS BO L5PORTIO N BE INSTALLEDFUSINCDIAMETER OPER WRENCH OPNG OPENING GA GAUGE UBC UNIFORM BUILDING CODE CONT CONTINUOUSOPP OPPOSITE GALV GALVANIZED LION UNLESS OTHERWISE NOTED --- r COORD COORDINATE GL GLU-LAM POWDER ACTUATED FASTENERSGYP GYPSUM : : t PAFS IN _ _ - - - ----- IA. CP COMPLETE PENETRATIONrVERT VERTICAL CSJ CONSTRUCTION JOINT PL PLATE VIF VERIFY FIELD CSK COUNTER SINK PLWD PLYWOOD HD HOLD DOWN CTR CENTER PNL PANEL HDR HEADER w/ WITH ----`--- - - • t PP PARTIAL PENETRATION HORIZ HORIZONTAL W/r WITHOUT project# I ND433.00 DBL DOUBLE PRT PRESSURE TREATED HSB HIGH STRENGTH BOLTS Wf WOOD DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT HT HEIGHT WF WORK POINT DET DETAIL PSI POUNDS PER SQUARE INCHES HVAC HEATING VENTILATING & AC WS WELDED STUD w' I DIA DIAMETER PSL POUNDS PER SQUARE INCHES WT WEIGHT STRUCTURAL NOTES jo ;,, DIAG DIAGONAL P/T PARALLEL STRAND LUMBER ID INSIDE DIAMETER WWF WELDED WIRE FABRIC `' DIM DIMENSION IN INCHES DL DEAD LOAD R, RAD RADIUS INFO INFORMATION YD YARD ••., " DN DOWN RE! REFERENCE INT INTERIOR `\ DO DITTO (SAME) REINF REINFORCEMENT -. DIE DETAIL REQD REQUIRED S 1 11 0 DWG DRAWING REV REVISION - RH RIGHT HAND with Me 146511 .; -•----------- 0 ROUGH OPENING 13u12ooa-no7o1 �_ 14 01'42 ., ikYlW�rtt•fltt { �MiM�YNMi+"d'aMaM1�6h•rM•'MMM1?Ma'yYis.MgMR'Ih't<MYIWM"taM'�NiNxaMti;•t9w++tnak'a•iw,,�Ni.+• R -: ', . .. _ - a +.."r,•....,.,........,,-s"..r.,+.,..9..,...,.,..w..,..e..-,.......•.,.»,........,.:...,w....,_,..,..,.:•,. ......,",.,",,."....,.•,.,v.,�.,.._. ... -_'-_-__. .._..._-,_._� .__.._. _ ,___^„_ ._-...-.__�_ t • 1 t,x.FPC. I ;+ -:b ... ., ,y !: • :_ w THEW wu .,:.,,,,.q '• ,....... ;...: m..•+. • - ... ""7,- '+•u-e7x,rw�,+-.3•r�t +n+r-�... '�M ••�rtMMsx�•Mwr •e, arr�wMw +,:n "y'+IMIMIMM'M,ik+ �gMMM' 9+t x•_. 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',-.1/ y • 4f'i :f fs' i'' y, _ ' • F-�,.�,�a�L x;;.:,,•.1.1 aan_' (3) 2x STUDS - DL SEE PLAN FOORRSTUD WALL SIZE WOOD STUD WALLS POSITIONS VARY 5.--. 1 ' STEEL TUBE COLUMN SEE PLANS i(ii , • liplit si r� IM— IC ARCHITECTURE',INTERIORS•PLANNING I 16d O16"o.c. 1111 PLAN AT CORNER 0,1770 POWDER ACTUATE. -+- 16d O16"o.c. a, 1.FASTENERS 024"o,c, MAX, h o 0 VERTICAL w a ° i STUD WALL SEE PLAN POWDER ACTUATED Y 6 v FOR STUD SIZE FASTENER BETWEEN W d 3 (4) 2x STUDS EACH STUD w `� 2x PLATE OR TRIMMER a o a 11 1 III II o { N I IP ►S ay -i Z ~ O • TS UNTEL OR BEAM O ° i o r PLAN AT IN) RSECTION �iQRIZONTAE 31 N ,1 ,,,-; 12 STUD WALL DETAILS �4 WOOD STUD TO STEEL TUBE 0 S 1y 3/4"= 1'–O" \S 1 . 1 3/4".l '-o" 'MIN OPENINGS > 6'-0" USE TRIPLE STUD OPENINGS < 6'-0" USE DOUBLE STUD 2-4 FLAT -16d 016"o.c. HEADER SCHEDULE J 1 STUD SIZE SPAN .SSI 2x4 WALL 2x6 WALL 2x8 WALL 1i'(1� to 4'-0 2-2x6 3-2x4 4-2x4 1• Aliiiiir — 4' to 6' 2-2x8 3-2x6 4-2x6 (2) 16d AT �_ I --.7.i.1 1 6' to 8' 2-2x10 3-2x8 4-2x8 EACH MEMBER 8' to 10' 2-2x12 M 3-2x10 I 4-2x10 .) • HEADER SEE SCHEDULE 'L N I. SPAN VARIES SINGLE CRIPPLE AT OPENING LESSOA THAN 6'-0" DOUBLE CRIPPLE AT OPENING0 04.726'-0" AND OVER AND AT imiumit TWO STORY PORTIONS 0 �� — Q 4i O CO ALSO USE FOR GL SEAMS & HEADERS NOT DETAILED ELSEWHERE r F= ‘ .. .. . . , , u) E I 7 WOOD HEADER DETAILS CD CD .= 1 .y 3/4".1,_0" 1:3 Ce A......0 EP •1,.. oes To m'a , . ,, ‘ _ , , . ea c=. , . .., , /� • 2 c = . cpI-- g- ,,. 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( ' - TAOLED JOINT I SECOND POUR .1H11 `� ii 2'-6" o� r "• "• �� N SAME SIZE AND Kay P i a n } •. .,, (2) #5 CONT. AT 0Iz ��^SPACING AS •• SOG PANEL EDGES HORIZONTALS , SEE PLAN N phase 'Construction Set ' ul - ' X date ( June 1, 2004 `, 7+— 6 In 1 t—�. revisions I , • w 1,-0" t -0" 1, 1 -0" a Y `' WALL,`, WITH SINGLE CURTAIN REINF, — -���__ N A 1� 1:. CONSTRUCTION JOINT CONTROL JOINT OR CONSTRUCTION JOINT ---it T -- —^ T KJ s,....._SHALL BE SPACED NO MORE THAN 32'-0 IN L , I ANY DIRECTION. JOINT SPACING IN ONE DIRECTION J SAW CUT SPACING IN THE PERPENDICULAR DIRECTION. a ' S D — -- ------ a I y i 1 4 ,f- SAME INGZASAN, ( CONT. HORIZONTALS 1, -__� I • , ° EACH SIDE OF JOINT N 6 %3 — 11. r.1 project D433.00 • -42 • x roe # IN • / . , • ir„...____vy. = 1 v U? f ' TYPICAL DETAILS M r .�._.1 ter—*—J W / 5' SQ�(TROL JOINT FOR CONTINUOUS POUR WALLS '• = r : ► • . .., , , //isto , . ,viti,„ • i•• ,r- ,;' ( /''F)-\ \ JOINTS IN SLAB ON GRADE ( i __CONC . WALL CORNER DETAILS i e �1 I 3/4".1'-0" ylih ASC 1 465 2 00701 r1 —_— _._-_� — _ _--- —_--_--.-.�— ._�._ 1 • 51�1f�1 r' R 0 1 rUt?i+plwtirW"N+' 'w.t WMAMYI1e,..._._.._...,...._ ..,.�•,. ...._. -_. ,.Orr..,.,a:., -'�^ '«• rwva. ,.*.y.�r.- _. .. .. .- ..__._—_. __. •w,�we.' ..,•.1119!,,•_,- .. ..>•• ( ,,„,„„A",,...; r.,.I`�r^+i ar•ww -••• w'.•w■.wM.uurm.w4w�Y�ianS' .�+I�w ¢ awr`M- ,. w... , I 41 IIII 1 1 ... _ ..e: .- , . .. ,;- , a'�,,- .. • t , Cm IIII 111111�i111,IIIIIUIjIII�I111I1U11111 11 Illllflll I III IIII,I,Illill IIIIIIUII! ,11111 ml IIII(11111111 IIIIll 0.1111111 lnliiljlullllninll�l II11111111II11111 I I I U nullulllnlllulll III ill Ili!ill III II " li Ilfllll Ii l '' ,, 3 0 X ' _. �.101bll.RY STRIP pI ,� �b 1 � A � ►0 1 I I l� I Ia 114 lie 17 I b t o r� rel o s X13 �4 b >�o �l y Q- IEIO 3110', , � 1, 1011f1w1 pn I. 1 r!' y r • • . ` r • ., ., w fr .,, . 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PL 309"o.c'-0" BUTT JOINT ASSEMBLYCORNER /' _ •••• o _Lk_ w/ (2) 3/4"0x6" N I (1) #6 i•t HSA 09"o.c. CORNER TYP e 1 -n"� IF 3 CORNERANTERIOR FACE ° z \\- O n z 2x6 PLATE tlEAQ \'-SEE ARCH. ■ (4) #5's cl . , PAF 012" o.c. SEE ARCH. *4Mha #3 TIES 012"o.c. N `" 1 • g d 71 11 WALL ELEVATION LINTEL DETAILSLumcI t.. _ (2) #5 TYP. 53. 1 1/$♦♦=1'-0" Mr 3/4"=1'-0" ill ---10" EMBED MEM LT- COLU.� I (2) #5 TYP. r-744 N GENERAL PANEL NOTES; SILL• 24 1. DIMENSIONS ARE TO CENTERLINE OF PANEL JOINT U.O.N. - 2. SE£ ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. • 12x24" LINTEL 3. COORDINATE SLEEVES, OPENINGS, REVEALS, AND OTHER HARDWARE 18" WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS • (2) #5 TYP" II /-GENT ?1/2x4x18"xl'-0" WIDE 4. ALL OPENINGS FOR MECHANICAL DUCTWORK ARE TO BE VERIFIED I I I 1 w/(6) 5/8"0x6" WS WITH MECHANICAL DRAWINGS FOR LOC,-IONS AND SIZESId . - _J ,& dui ` 5. PLUMBING AND SPRINKLER PIPING PENETRATIONS ARE NOT SHOWN ir-L4x4x1 2 r=� '' _ - ON THESE DRAWINGS. REFER TO PLUMBING AND FIRE PROTECTION 3/4" COTTON DUCK BEARING / ii• ) - I DRAWINGS FOR SIZE AND LOCATIONS OF PIPING THAT HAVE TO • OP. PAD PER AASHTO 16TH EDITIOPENETRATE CONCRETE PANELS. / OR MILRARY SPEC, MIL-C-8821) I t..= 1 - ' 1 - ' 12x12" CONCRETE COLUMN I L6 6 1/ 8"I I `1/4 BOTTOM SEE ARCH. CORNER AT BOTTOM OF PANELS 6. PROVIDE CHAMFERED EDGES AT ALL EXPOSED OPENINGS. M I wA25 '538"0x6 WS O I I I 1 7. SEE ARCH FOR DIMENSIONS AT DOOR AND WINDOW OPENINGS 0 00 I 1 OPENING DIMENSIONS. N I I t i T-- 8. REFER 10 FOUNDATION DRAWINGS FOR FOOTING DETAILS P� •�7 /� -EXISTING WINDOW 12x12" CONCRETE COLUMN �I�/ >--(.--, I � ems" I I 9. IN WALL WITH TWO LAYERS OF REINFORCING, PLACE HORIZONTAL CLEAR , ' 'T NEW OPENING. 1 1LL WITH 1 �� 0 0 L 100'-0" OURETSIDE CFACE ING AOT F�WALL CH FAND 3/4"ACE OF ACLEAR AT INSIDE FACE OF - U J WALL. �.� ® (If-) -I 10. iN WALL WITH ONE LAYER OF REINFORCING, PLACE VERTICAL REINFORCING 4 3/8" FROM EXTERIOR FACE OF WALL. EIC c 11. PROVIDE (2) #5 TRIM BARS AROUND OPENINGS FULL WIDTH AND O 0 i- HEIGHT OF PANEL. W. E V J rio WALL ELEVATION e DETAIL 3 TYPICAL PANEL DETAILS4� .� , ...3._:y 1/8".1 ,-0" �3. 1 3/a"=i '-o" S3. 1 3/4„_� '-o„ 11113 Ce con co O q .s co �r .to leaM 111101/12 •111M .7".r CD ® EP _ 19'-0" 18'-O" 19'-0" / - 19'-A' ---f- 30 -3" x, 15'-6" / - 27'-9" �V C1:5 N - �, i. iv Ilb....vm N AC r /• 28'-6" / (5) #406" .c. N < Q t1 (5) #406"o,c, I 1'-6" - • '�`'� (5) #4 06"o,c (5) #406"o,c, (7) #4 (7) #4 114'-10" -I`�I I NISHKIAN 118'-1" a 06"o.c. - -' - --T-T7- -4 --x- 4 -z....7- I• (5)#4--•-'-••••• DEAN h #4010" o.c. \ .. • ;�. ^ ® n CONSULTING AND STRUCTURAL (2)#5x6'-O" TYP. 11L 1 / I I (2) #5 TYP ENGINEERS SINCE 1919 / 12x24 LINTEL I' �/ # \ I I IN SW Pomurro,OIFOON mp • (4) 5X6'-0"06"o.c. `�_ 0rusOan�AsrMaTON613 FM soi:nbwSIRES SUITE jN ----/ • / \~ / / io 53.1 \ II iwom PRO2 I 11 (2) #5 TYP. _ `�4-�-�(6) N4 ® uo P 11 PRO2 STRUCTUq,� f1 100'-0" (2) #5 TYP, ,ria. 100'-0"® Z1 \\/ \ I� \ ;110,145 �� �J�f jO o T i 8 CONCRETE " 'Itlouscon WALL PANELS w/ 8'-3' e'-0" 4'-0' e'-6" 8 CONCRETE ou 1'_0• 2'-0" ( 1+ 8" CONCRETE ''Z�r w0` v ,i, WALL PANELS w �6'-� 2 5x6'-0" TYP. 7 • /t !' 16 /s' -i' WALL PANELS w/ 20'-0" 28'-3" 2'-0" L 4 8 ( )+Y 9ZO g'_p• 4 012"o.c. VERT. 2 4 012 o'c. VERT. �f 4 0112"o c HOR[. L Q o`' / #4 012"o.c. HORIZ. " 54.0 1'-0" 4 012 o.c. HORIZ. 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EACH WAY cn Cr) , r e. �— 8 N 2"�, 3'-3`x4'-C" 16" I (6) #4 O FTG 3'-6"SQx16" w O (5)#4 EACH WAY ` • EC 73 d L I TOP AND BOTTOM O ® Z7 1, SEE PLAN __,1, v SEE SCHEDULE �' //�� •iU 112 I I FOR REINFORCING V♦ t/'� 1 4:1) • �� 15� _ DETAIL 1� _ CANOPY FOOTING INTERIOR COLUviN FOOTING _ C c • _ d 3 DETAIL ._ o, 1 .4.� 3/4"=l'-o" S4.0 /4,._1'—o" 54.0 3/4„=1 '—o” - �; " 4"=l '—O S 4.0 .V CO .aim pa CCf co2 c1-- 0 ..cr >, p D • • 1 c� co ■_, (0 , ■_ — • 2x6 STUDS 016"o.c. / 1,_0. 012x20.7 •'�' CO at C V iii • f� N 2x6 SILL PLATE j 3i — O w/5/8"0 .•. .o (4) #4 CONT. EXPANSION ANCHOR 1... 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I I • 3” I I r. 4 p)I �5�3t , 4 NUT AND PLATE WASHER F ,,'{ a •. + ;F „ H 1/4x3x3` REQUIRED I I rjv 4a ,� pvi,,`:-' AT EXPANSION ANCHORS 5/41 moo PRE FABRICATED \ "Gcr oc' COVER Ac rIREr'ROOFER 9� 16• G�� cO STUD BEARING WALL I I Lo¢ [EXPIRATION DATE 6-30-051 � o AT INTERIOR FOOTING S4.0 3/4"=1'-O" • I Iirr— I I I _� I I (E) t WALL 1 K a y P l a n �.-(E) 2x STUD WALL �—2x6 016"o.c. I I phew !Construction Set --- 4 PAF 016"o.c. / date I June 1, 2004 GL 5 1/8x6" �-(E) ANCHOR BOLT OR NEW CONCRETE FILL/ EXXPANSION BOLT W IN 4" OF ..-t' revisions 0'2"o.c. i i -SIDEWALK .r _ NEW GLULAM COLUMN ",, I . , . ... • , , i ` , (2) SIMPSON A35 iv i� i I ! 10 -01" (E) 2x6 PLATE 4" MAX. (E) FOUNDATION WALL \'r— a""-"r--T---•••=L............ . t gl_ _ .1 + ... , // __,___10'.,4 --� r-- I •r . e PPP oRG ?3/4x14x1'-2' / -- . I / (4) 3/ 4 ANCHOR BOLT 01 Vii' . ' � r,§, .I 2zg PLATE _ •+-�� z. 111111111 `` " • '4 L - ��AAD 1'-6"xl'-6"xWIDTH OF CONCR!-TE FILL FTG 3'-6"SQx16 { 1___L- f • • " • . _ . . �(5)N4 EACH WAY project ND433.00 + I Y_ TOP AND BOTTOM y y` � ' ' e FOUNDATION DETAILS It ;., l 13 DETAIL DETAIL 5 FIRE RATED COLUMN DETAILS ,,,,„ �. „►S4. O S4♦� `~ 3 e I n - -- _ ' e 140_ /4 .1 --o - S4.0 3j4" 1'-o" S4.0 3/4"-1'-0" 1111 P2003-00701 _ - --- --- -- _ 39 of 42 t' r5ka tr new t;c.‘4....4.....•«,•,; Of ' .� ,�. ,,^t., � ;ra •�th.Vi1n •'at>r .V'}kf '*vtyNyy,�.y., _ w.wMdaM'w '�• _._ .. -:_-__...,.....,. +i+r,r•+r--.••.-.......,..._...»._.-•.. k� ,r�. 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Jlt E3 8t (8 aft ,DIra AN F CI --- S6.0 \ ` . • /� a. *ink — . . • �U S6 U \ 1.111 '—.1 bit oi-. i _ III. 1..iii Ilk 111111< 1/ .i--------• �'� C1hl;� R ,I 1' - 4_ _ -- \ �\ ARCHITECTURE•ANTERIORS•?TANNING Lis-- I:.- \ / AaL-- It \ I - L / �_� - • - - / 1 -4 E l0 0 0 ry h• {{,, of I O 3 8" WALL PANEL - „_,,, z-8" WALL PANEL �8" WALL PANEL W J nen �/ EXISTING NEW _ , 5/8" PLYWOOD_-N '5/8" PLYWOOD _ ti a �a ' �, en o r 2x_ CONTIN 2x_ CONTIN r a "' .a C. z '': O 4x10 LEDGER TING NEW 2x' LEDGER W/ --2x4 LEDGER W/ z 2x10 018"o.C. I EXIST 2x14" 016 1/2"0 EXPANSION EXIST 2x14" 016 1/2"4 EXPANSION . < m 3/4" el EXPANSION ANCHOR 016" o.c. -�� BOLTS 048" o.c. BOLTS 048" o.c, N /-3/4; HANGER 5/8" PLYWOOD x " i M N m 1 —0 IN �j EXIST 2x8 TOP PLP. � _ ►ter EXISTING RIM JOIST � IIIIIIIIIII' � �crl ` •� CUT PLYWOOD (2) 2 1O' WALL �---- 2x6 CONTIN - - AND CENTEF ON 2) 2x10'$ ' 2x6 CONTIN EXIST 2x10" 01 6 �I'� ` 2x10 LEDGER W/ ---- �_� 2x10 CONTIN ``-2x10 CONTIN ,/ 1/2"4 EXPANSION 16d0 16" o.c. - j.� 16d0 16" o.c. - EACH EDGE A II, BOLTS 048" o.c. I = i EACH EDGE (E) 2x8 TOP PLATE 24 I NEVER OTHER JOIST �� I ( I+I --� MIMI I I 2x6 TOP PLATE MIN I r-8" WALL PANEL ' I ' TOENAIL 16d 016" o.c. INTO I ' " I `,-6" +/- -:.4' - TOP PLATE EA, SIDE O 1 ,� y I I REMOVE (E) 8" CONC WALL I ADD NEW 2x10 � I I // 1 t GL 5 1/$x12 I 1 I 1 I REMOVE EXISTING- I I NEW 2x6 STUD WALL 8 CONCRETE WALL I I REMOVE EXISTING I I 1 -4-- 8" CONCRETE WALL H-1 —11--- ( 12 DERAIL 9 DETAIL 6 DETAIL ///-73-N DETAIL M S 6.0 3/4"=1 '-0" 56.0 3/4"=1'-0" - O _� 56.E 3/4"--1 '-0" \56.� 3/4"=1 '-0" S Ii O .� o El " ° a 7rni o0 8" WALL PANEL NC 7 2x105 016" o.c. SiMPSON LfT206 5 1 XIST 2x8 PLATE OEVERY OTnER ,,01ST / 2'-8" O Od w 2x10 BLOCKING 2x10 LEDGER _ CT 024' c.Illibill �� r r j j — E/2"STUDS PLYV4OOD16'o.c. 44 ® U F— �� 1 I L I I GL 5 1/8x12 56D H ,6" o.c. "' E olal � '-�miummig it EA. SIDE , -_ I — 2z4 OUTLOOKER 1 XIST 2x12 016 W 8" WALL PANEL 3/4"0 EXP ANCHORS ' aJOIST HANGER EXIST 2x10 016 '�� mow 032 'o.c. '7_ Ce �+ 3/4 4 EXPANSION (3) 16d EA. STUD � I'e�t ANCHORS O 16 o.c. SIMPSON LTT2080 (2) 2x10 I / I `v EVERY OTHER JOIST ►=w ,L --- �. -- -- --- — 1 I •� C Air 1 , frit -= /2E) - - - ltttmoi I l O 4x10 LEDGER--/ - -- - - -- - (E) 2x10 016"o.c. 1 IN GL 5 1/8x15 O4x10 LEDGE I - _ — --. — lei _-.--_ --- ' t �\ O JOIST HANGER "*+x,' ' M I ® v REMOVE (E) OVERHANGA I ICO �REMOVE (E) 2x6 P.T. PLATEZillilli aawe CCOO r t I AND EXIST 2x BLOCKING 1 1 mos 111•0 07 crj i I EXIST 4x10 LEDGER 1 `AO's/ u) (E) 6x12 BEAM I 1 3/4"0 BOLTS 016"o.c. I 1 - EXIST CONCRETE WALLalaCM 2x6 PLATE (2 16d I I / ^TO 8E DEMOLISHED I v 2EACH JOIST SPACE 1 P.,- I GL 6 3/4x19 1/2 H Q ".... 'L7 0 if (E) 2x4 BLOCKING d 2x6 STUDS 016"o.c. I I I I l I I i 2x6 PLATE 1/2" EPDXY ° NlSNKIAN • J (E) 6" CONCRETE WALL i i I 1 y > 1 ANCHORS 04 -0 o.c. DEAN 1 `k4.111ugli�i rAA • • r t'' •''i. ! 4 I I I I REMOVE EXIST CONC WALL t;',".,:**;,1 "%ii ' I I I CONSULTING AND STRUCTURAL :1 it ` " I I ENGINEERS SINCE 1911 • �1 t a, , tllt■r r TA TV WABHMG7 3N PAW• 7' 0.1T�.ry'' -, T0. 4 mvsullill/'E 72fi r w � �PpR^!M O,FOOM l/Al '; ' ' l DETAIL _ 8 DETAIL. 5 D E1 hI L 2 DETAIL oR,�TU ' , r�} r ""sk 3/4"=1 '-0" 3/4"=1'-0" /4"=1 '-0" 6 n 4,.. _ � '�F \ S6 0 S6 0 S6 0 3 '11° ,t, / / � I Omon + Q JOIST BENT PL 1/4x4xs . Mall i 1� .' • u 40 IEXPtRAnpar DAZE. 6-3C-051 r' r 5 8"4 ROD011•18-JOIST 1$" I I 1 /1/ DBL 2x4 CONTINUOUS CENTERED ON JOIST A s/9 Os PER SHEET I ATT 10 SCREWS r� ; s/se 2 \ 08 o.c, " ` BENT PL 1/4x4x6 x CONT.-\\ 3/ib 2 �` ?4 a•c, k.' + A41 e w � 4 sa"aL;.,;.3.4,,,,,1 „ +T PER 3/4"4 BOLT 3" STET- DECK E O � ��� ( ) ",,.�+'f �r +"�Y� �'��Irtil MIG 1 PAF OEACH 3x3L LE I- Sb.0 3" STEEL- DECK r t,4,,'t .1: ` ;,79;.x.1,, ' ', \ I . 5/8" PLYWOOD oS91 1hr 1 �< • . (2) 2x6 l:EVELED K f y P I . n ,5 1 ����� �' ��� (2) 2x4 6�/Elw�. - ,1 ' a`�r " x•;; r N L3x3x1/4x0'-3" A 2x6 CONTIN phase 'Construction Set g l a �r 4-- / . . 1' 2x4 LEDGER W/• �— ___I 'Construction rY s,:J- . 4 I:= F t a++ ,PPM fell,F ~�y'J , to P I t '1. , X 9th, , �., • _\ J : r vY..,' , ;fo r : . ,\ tf• T•: I Irl pl 4 h 1, } .',r-4,,•`:..,':6-, 1, I ...f.„.,,:,,•1;,ri,'‘;(1'.;.r• ..0':',' r, ' Vis: y 1 i 04i .ii °--...'..r. .....r- i i►et of s......waw,......1.--,,-,--.,,,..r i________.--___.10 . 5. .. _.u...;+s✓.u,..-.o.:....«•.,..,,.,.,.,«,.c•,........,..,.,.:.w.i::..,r>.,....0.,„-..,w,».•,*..wshMrIIMMN` aw'M4i+�w::au. .. bit / ,--GL 5 1/8"x12" SIMPSON ST6224 ARCMITEL 1 URE•INTERIORS•PLANNINr BACK PL 1/2"x12"x1'-0" GL 5 1/8" X 12" / STRAP EACH S1 l'f I DE (4) 3/4". EXPANSION ANCHORS 1 1/2 / AT SPUCE, TW. � TT, II (2) PL 1/4"x5"x0-9" _ — I (I) 1/2" BOLTL T• — � N V IIRI lilt" W a - 7011 ' s X 6 .1 W d 1t ♦ IL W 1/4 r� 1/� G ~ N BRG PL 3/4x5 x0-5 1/4" - it a a s 8" CONCRETE WALL 1 • 2 SIDE PL 1/4"x6"x10" a 1/4 (2) 1/2"0 BOLTS Z o BRG PL 3/4""x5 1/4"x10" 0 11a FC EXIST 2x4 LEGGER ELEVATION SECTION SECTION h N WALL 4 +/- HSS4x4x1/4 G a Z �, _ ____ _. L :>t T _, 3 N ,n o _— _ I -- /.2\,y 12 1 �TAII ^ ` 8 D ETA L i 4� D ETAI L 86. 1 3/4"=1'-0" S6. 1 3/4"=1 '-0" 8" CONCRETE WALL CI Q 3/4"0 THROUGH BOLT W/ - 1/2"x4" SO PLATE WASHER `. 3 (E) CONCRETE TILT UP WALL HSS 6x6x1/4 ,,, ,,,e-(2) 3/4" THROUGH BOLTS 1 ? -T_ STRONG BACK COLUMNS • TYPICAL • PL Ix4x12 ■ I a VERIFY THICKNESS 1 IM. I 1 PL 1x4x12 1" +/- VERT 1 VERIFY THICKNESS i ---'"� ` ., ,. • r - i 2o O I 47) ■ PLAN .4-0I • 10 ` I ' WINDOW HEADER I .4....11 n' LE) \ _ @ PL 1/2x10x1'-3" i 1/41 FILLER PLATE ADJUST TOal.O " CI - .4 EACH SIDE ► is. 1/4 I VARiAT1ON IN WALL - I 171 ! 1 0 o� I INC IMICI CD C/3 3/• 1 ,IQIE; INSTALL STRONGBACK' I I I I U 0 �� ........ ,,,,,,,,c.,) 1-- r , , j COLUMNS PRIOR TO CUTTING � i (I) E cr) HOLES IN WALLS. _� \ --�- DETAIL - a ut i5 -� I DE1AILMEWS En • 86. 1 3/4"=l '-0 S6. 1 3/4"=1 '-0" 1.4303 ,F, ■t• 40 CU m E WINDOW SILL ■ - 1 ` _ $ o �.._. v 0 CONT. BENT 18 GA. i O M sa ■ 00 NO. SCREWS 0 4" o.C, .� *ma Mi 4 a EACH TO DECK ___§..--.4._ w II -(7.3 Lam C1 EACH LEG C ' CONCRETE FILL \ CO MO CD iiiii) in • *IV• 111111 ' to 3" STEEL DECK • ff — PL 3/4"x13"x14" w/ �- �"_"_ a■1 (4) 3/4" ANCHOR BOLTS` --A \g/ _�-� NIAHKIAN ADD (2) /Sx4'-0 l N011-SHRINK GROUT o *El♦ ���N N + O 8 O.C. I CONSULTING AND STRUCTURAL i. I. .ti • Ott 9w*A.WiEr DN SNEFT•'II 120 ar„' �— —T� �I M ENGINEERS SING!1919 • .Aa aftaon ria Ei• . Ta.ati».su �K m:>�sw I ja y 2” 9/R URgt w PLAN I` ® D �?OFo lay �IC,1NgdP y SIM. [� >,eu/or, ' OAlt00N 7E7 SECTION �9'�c ELEVATION 18 D E A ` I (EXPIRATION DATE: B-30-051 DETAIL ic\%.,.. .\\ iv .,. , . . . . . 3/4 =1 -0 2 DETAIL VW3/4"=1'-0" _ STEEL JOIST NOTES - (E) 2x JOISTS { y ~ (5) 20D TOES;.'`!+ED INTO -- (C) 2x0 PLATE 1, JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE LOADINGS SHOWN / GLULAM BEAMS " " IN THESE DIAGRAMS. PER STEEL JOIST INSTITUTE SPECS AND 1998 OSSC, " • L 6 3/4 X 1 1/2 2. ALL JOISTS SHALL EIE DESA ..ED TO SUPPORT A SINGLE POINT LOAD OF K • y P 1 • n �!�/ r� 1 200y, APr'1-IED WITHIN 6" OF ANY PANEL POINT IN ADDITION TQ THE �I 1 TI? (6) LOAbS SHOWN ON 1'HE DIAGRAMS. 3. . 3. 3" �� ~� ' 111111F + '! 3. ALL JOISTS SHALLEEDESIGND TOSUPPORTA UNIFORMphase Cor,�tNction Set ■� (1,1 DEADLOADOF6 sfFROMTHEBOT, 1M H- - -__ — P CORD. THIS LbAD IAAY BE A „ ter_ __ - r 56'-0 PORTION OF THE TUNIFORM DEAD LOAD SHOWN ON THE JOIST DIAGRAMS. date I June 1, 2004 1 ,,„,_ , ' 0I 4, SLOPES SHOWN ARE NOMINAL SLOPES. REI•ER TO PLANS AND DETAILS revisions I�/ Add. 2, 03-10-04 . . • , , . , , s TO DETERMINE EXACT ROOF SLOPES. ALL JOISTS TO BE FABRICATED l • , • 2 1 4XF)x 1 Of?"f WITH SLOPED BEARING SEATS, . . . . . , may: BRG 3/4x6 7/8)(10 a 'v 1 [ Tc,, . . TAL s�Ap • 0�_1Ir_ I ' LFL I 5, ALL JOISTS SHALL BE: WELDED TO SUPPORTS sM ---\ in I --1 o FOR 'K-SERIES' JOIST - - 1/8" x 2" FILLET EJ►CH SIDE t � (E) CONCRETE WALL ..._�_ - _. b FOR 'LH-SERIES' JOIST - - 1/4" x 3" FILLET EACH SIDE �� EA. SIDE ? 3/8x4 {• I 6. ALL JOISTS SHALL BE DCSIGNED FOR UNBALANCED SNOW LOADING. , .' • GL 5 1/8"x 12" 1i• r in ir (4) 3/4" ecx'rs I - 12 \\. �. r �" (2) 3/4"0 BOLTS 1/,jT HSS4x4x 1/4 ''—� BACK 4� 3�e�s2x12 3 7. ALL JOISTS SHALL BE DESIGNED FOR 15psf MINIA'UtJ WIND UPLIFT LOADING. 1 f ` 8, A`TTACHMENT OF MISCELLANEOUS ITEMS TO STEEL JOIST: SHALL HAVE APPROVAL �a SIDE PL 3/8x6x12 ...IL._ _.- _a �K OF PROJECT ENGINEER. - _ _^ SI T5 " G L x5 x6 ' s �CZ� / / I - - - .alik ____ - - - - , ALL JOIST DEPTH DIMENSIONS ARE OUT TO OUT OF CHORD. -� 3 4 1 4 t r^ €I 3/4" EXP ANC O 4'-0.0.c. 18 iii*, r- ROW: BOLTED x 10, HORIZONTAL BRIDGING AND/OP. X-BRIDGING. DESIGNED AND FURNISHED • •(.1, • dRIDGING 0 t JOIST Br JOIST MANUFACTURER PER STEEL JOIST INSTITUTE AND OSHA REQUIREMENTS. ---project! ND433.O0 03/14F:0 L POSTS 1/8xf 2 ROWS HORIZONTAL BRIDGING 10 0 JOIST MANUFACTURER TO SPECIFY BEARING LENGTH TOLERANCES FOR EACH JOIST 1 - T&B EA. SIDE OF 1 56.0 DETAILS • 1 ROV': HORIZ UPLIFT 12. JOISTS SHALL BE DESIGNED TO TRANSFER LATERAL LOADS SHOWN FROM • • BR�Of',ING EA. END SEARING SURFACE TO TOP CHORD OF JOIST. r• a': 1' A • •. . �'': LL JOISTS SHALL BE ERECTED PER CURRENT OSHA REQUIREMENTS. Z.4. 14. 14. DEFLECTION REQUIREMENTS: LIVE LOAD= 1/360, TDA. LOAD= L/240 } r 1 / ' � ' DETA I '_ 13 DETAIL � — — __ 2� LH SERIES JOIST 18 10?_ 18 1 STEEL JOIST NOTES , ln,,,.C ,4ttJ11 S 6 ■ ...... --------- --- ,, 3/4»„11°-0" S6. 1 3 4"=1'-0" > o, i , `56.1 / - 6. 1 S6. 1 1/�„_1'-O” 41 o1 cx1�-ooml g e• II 41 0142 n '. Aa. r. .I. , ,.,.-,. .. ,.. ,-_ .. rW,...wm...,.,m.rra+•+w,m"sw:'. ••+'+.I. +....•o..'•...^..•^"++v ^m . ...+-^ ,i .. ,, ._ '. .:. __•__.,..._ _._._._..-._. .__,� cm �I !Ii . II!I, II1 1! I� �Ill!IIIIIIII IIIIIIIIIIII Yir"r ,!,! I1IIniXIIti ) hAnnni I luI llluul,!IIlllntlll !I�!III! 111 I II IIIIII ,F:afi' tl14W). tpa, ` - .f1V , ,: , rt 1 .,.,. ..„.,,,,,,,.„,,,,,,,,,,:- .,..,4,440,F,...W+�/1r !P ,♦ eM4 LE .�i1- j+, ..r . � , , . ah..., t 'y.{ tirr ,Jr, n. 1.. , � ,., � I2 ♦ S 10 I I IR 13 1a I !e 17 I• ID O 21 22 23 24 !!i ae 27 29 80 30i., ct I �r '+ g n uror .r eat'•011,',•11,: ' °'• It# if , '� • • : , ., • . , , yi;nlar.ra•..;da..+..�•T.FI, ,r.,•. ".-m+.•,.+•••..�'r•nww+•..;.w+n.....•..w--.„ ...a••.,-, .•. ,,. ,••nM. ~<, ..rn..nr•.•nu-..'-'..- • r '1� YA ' • 0'9s Cli , „#.4,•,.?f kAyl?€ n u` i � yh4 I • • , • .. t. . .p+l• .:3Y' -y� .� .. �1h .. .++k,IC avis f • , - 7 - _ -A. t- f, ,:`., �1 . .yxl • 1 .'... . . ,` app .Stx. K... . !.�'” ! , fY ty'R t�. r..' i- ,. •I,.F rN},. r, 1 ,.. rhr .$�.;t:. , ,,',• .°11 I'1 I3 C) A. r..' , t r �:x! r, fiC" , ,,,J ' k t za1 . " ,(.2.' '! 1 r71•;,‘ .waiff' --h„;‘,...',. , • ; ' os u.•. it J • 1 ... .(. , y. A , 4 :.: .., CuidtW,:..•._.:.,......:.;�t,...:.. � _- _- - -_.- - - -- - - ---._ _ --__-_--- - — - - - a• , •' a _�.... _ c. • • ,%.;,.: • y • 'k'.Ny J •,1I Y. 1.1w.fvLawi.44di:�uw, .,..a:.fiiYpliir..ctxtw_i::ti.:.:.iyabW.a.:,srrvwxA.'t.»,.L.h: Xati4.:15:n. -• .: .. ,;'.:_. _. ..._ _. _ ..,,,.. -: .,. •,.ru ., ... _ .. . ._ • Jolt ! • • ARCHITECTURE•INTERIORS•P.ANNINO • E en N V I, W a 3 1/4 4-12 c C12x20.7 /1/4 +)4-12 Y v W Cr 6" / 1 1/2" STEEL DECK W 3 k g N L3x2x1/4 y J Z o r., A ... V o t41.---iim V "' CONT. 3/8" BENT PLATE \ 1/4 4_12 ° J Ir I 0 z o 1 1/4 I 4-12 HSS6x6x1/4 I N o, rn 4 DETAIL F 56.2/ 3/4"=1 '-0" fI' 'r ',<1, 'i'I1d . 12x20.7 1 1/2" STEEL DECK---\ 6,• .4...0C V Cil ONT1 \ . 3/8" BENT PLATE L N mum csi C:21 cn 1/4 ih,4-12/ O is ..-, HSS6x6x1/4 1,4 I 4-12 ® O CU n\ E �7„....----..\\ DETAIL o� cn 2 _ o 0 ci- Zillt 1 o M ■mu (c ■INN — -o 0) co- CID : ■ CU — �. O co L. • :_ °12X20.7 '� NISHKIAN L3x2x1/4 i 1 1/2" STEEL DECK DEAN A N / CONSULTING AND STRUCTURAL • ENGINEERS SINCE 1919 »Syr WMINGTONST T•sunnc ..:4:rcimr—i, R•RlMQ aYWON RAI ' 77 +a sx�:�w rex�zxw r.A. CONT. 3/8" BENT PLATE �' /4 4-12 e'TR USC 1/4 4-12 / , • SECTION AIA: • ORZCON 2 /1\ DETAIL �� ` �� t LxPIRAnuN OATS: E-30-C751 Vir3/4'•=1 '-0" K • y Plan 1'-0" phase (Construction Set C 12x20.71/, =4_,2 date ( June 1, 2004 CONTINUOUJS 1/4 4-12 L3x2x1/4-\ 1/4 / revisions I D Add. 2, 03.10.04 CONTINUOUS \, 1/4 I/4 _a■ " 1 1/2" STEEL DECK',-: : - CONT, 3/8" BENT PLA':•, -----HS56x6x1/4 1t/4 44-1t2 2 \ 411. — --�— —� � project# l ND433.00 TS6x6x1/4 NOTE: , �. r l OO LD 0 =Y y BUTT JOINTS & CORNERS IN C12x20.7 DETAILS i CI i . r1 : (tel I , M t. 1 S6 .2 1 DET\IL yllha,'CI4bJ11 I 3/4"=1' -0" Hl1P2003-00701 Mr _____ 42 of 42 ...___, .. t.♦."r•... m`1"i,v.. ...-, - _. -__. „__ - M ..... ... ----.•.+ .nee"••+•—_......__ , _ - _ _........,•,,...>.�w.rl'wlwaxulR4Pn�1:ANWL'41'll1F:'�uy. .. w_, .:- ,.:,.. w.-.-.,>x..: x'.w..... 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