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HomeMy WebLinkAbout10149537,77-78.pdf­ _. ..- - _.._. -- ._.- A Q I_I—­-I - _ ,— ­1 I - - I I , � I vAo0lh "' 0 & 36%0�1O"'&8 SISTU %I""�> T ® ® �. U @) 4I W�E 11 �c a' 1. 1 V� 4 m� z 1 �Aj O%AA#'N& #A N %so ®7W F_ Q Z N M� 0` a 360 S. B T T, (VACANT) Iddelbal %W 1.g o Lu �' a 3608 S. BR T. T T C F) � L 0 , 1'"D" _ ya Q m BANTA AN%0 �) g j 00 W W 1 `"°" Q Z0 _n .._ ,._. SC E OF WORK GENERAL NOTES METRO TOWN SQUARE TENANT IMPROVEMENT BUILDING DATA SHEET INDEX "� _ _a._..., ____ .w.� - Remo boil r wit acade, os be subdivided into - 60 ' -� BRISTOL ST 0 WINERY CAFE T ) N - I_ 8 -- '"" BLO, i' ` i''*.. au t Co e to occ y 6,536 s.f. p in seating for 0 - PLAZA DRIVE 6Q S. BRISTOL ST. -- TITLE SHEET, SITE LOCATION MAP, VICINITY MAP, SCOPE OF WORK f GENERAL N " , .._.._ _. F. a �_ � _T1W1-1#_.__..____ f:.____ ___� _._.�..,_r �� �� � h� _ __ _ .._ - : � 2 p4 NOTE FIRE DEPARTMENT NOTE BUILDING DATA, CONSULTANTS/CONTACTS 0 Z i �, a - d �� -- , -'--� • T� �. an e ror o of 1 S. for N 4 C 7 9 f ,__ l r �1 , ...- ,.. �� tV t1 A 9 11 s , 11, :xv 0 - " .- - - .. « ,.s` The sec restauran cupies 1,638 s. , providing sea g or 10 ccuponts d an 11 cn Z , , -- ,,,. .. ..z-- fW^F , s 1­1 a � - _ , TACT RS I U) ♦ --rt �; ,.... _ _ R =_ - - L k°P exterior do of 409 with s r 27 an er° I l iT�l ( , _._._ _.. _ ... A DILLON Ile,e - 't Q, w ; , �l. _ ___._____ w,W .,,, Ws. ' :' h '� 2. Tenant Improvement Interior Remodel shall comply with the current Uniform Plumbing Code, d 3674 S. BRISTOL ST. ARCHITECTURAL: 0.) � Metro Town Square -� Za °'°`ra r ,__ - ,' . ,• ,�°,♦; , , -mow ' , ' °' J SAN A CA 92704 A 1 T P N cc� �i . 5-9���.�, � s all Local, Count State and Federal Codes Accessibilit Standards CBC Cha ter 11 for TA NA, �,, ,.., . 1 . Lo � 3674 S. Bristol St, SI E LA a a � . p , , _., Santa , I co- � , _� ^ -1__,..'... 3� � � ! ommercial Buildings), and Ordinances. - Ana, Ca. 92704 A--2 FLOOR PLAN _ .... _.... '.._._ .•N M.. +' ' `a ,_, 1 .__� _� x_� e ' _ C� _ .. __= ©Q "� `�'`' T ; A 3 REFLECTED CEILING PLAN __._ _.. _ C PH {714j 546 2856 0 Z IT I I I X ��� _ ,w 3 FAX 1 546 2858 _ ��s � ;� =,--� -� Interior Partition Plan and Typical Partition Detail {7 4} - -- _ r -,�; 2- �, � ` l� ' ' /___ 1 r ---.�� New non-bearin interior partition walls for private offices, kitchen and two (2) A--4 ROOF PLAN ��r��-�: .�'� .�, _ -� r , ri.__��_.._.,z , m ,„ _ g P _. .,_....._. ._. _.. u , , o � " • - �!j1 �� ' T' ADA Complaint restrooms. A-5 EXTERIOR ELEVATIONS „ :,.._.. _. I ?� Lot Size: 21 36 Acres ,� a) w ;; � t I Building Use: Multiple Tenant Restaurants w ' a. = rc -, ,8 ,x y Y ,� � - � 1 A-6 INERIOR ELEVATIONS, TOILET PLANS, & DETAILS � �, �, _. 4 M ;, ,x � � .,,4 a>::' P • n �� Building Area. 8,500 s.f. Existing) _ - . �. g Z - r i r g ! _� f he wall cavity will be large enough to accommodate piping, 9 9) --7 BUILDING SECTIONS ,.. , ...:.._ _. , .:...:a � a I �1 .. 1 i a e size o f Proposed dj o � .{ ' �. s _K. - f s ducts etc. Y 9 9 P P 9 a. << .. °. , Z ___,.__,,. ,".._ fitting , „-_..... a- - I _l �i , - r -� Burldrn Pa io : ' _ O osed , ARCHITECT g 500 s f P se .-$ BUILDING SECTIONS o r" ,0 mq _ - - ----- _.__. E _ 4. Glass Storefront%Doors/Hardware: acs - . Z a _ __ _ .�-- . - 9 DISABLED ACCESS NOTES &DETAILS w ! William K, Kov U) -- �. ` ' - ` 4 Existing entry door to comply with ADA. New Exit door to comply with ADA, P.fl, Box 73 :, -.� _ N ---- g 1 O SUSPENSION SYSTEM FOR PANEL CEILING DETAILS , r, _�._.;j,.q-.ilTliii j ._; Temecula, Co.92593 Parkin Re uirements: �r M1, It z a m. _ , _, _ .: x .X w_. _ Exit doors shall be openable from the inside without the use of a key or any special W. z `, t � I, 1 t Phone: (909} 693-0394 PHOTOMEI'RICS PLAN `�' � �zR. ' 1 I i`" Knowledge or effort. CBC Sectian 1003.1,8. _ Refer to 'Variance0fl-20 Amendment 11 �'" _ ;EFax: (909) 506 6102 r _s . '� � ' 3` . , tt-- r m ,,; r � I ptlm-qfl-[�' y A lrcatron 00-009 ♦ r w p [ , � =t I : 7 Exit signs shall be provided in accordance with current editions of C.B.C. and C.B.C, KITCHEN. , ._. PP 11 p F I - a i _i I ?' T ]11 r u , Exit signs shall be in black letters, a minimum of six (6) inches height with a stroke of Designer: '1204 Required Parking» FS Ci ENVIRONMENTAL GENERAL NOTES ; ` „ ..r_.V��w„ 4 .x z� _._. 111 L� lid ,; _ u�i inch. Luminance on face of si n shall be 50 LUX. _..v . , _ tt ___, _ r F JI , � 1 � no less Design FS 1 IPMENT FLOOR PLAN T _ i �: g Dcks I t 34 1 :- Z�� .. - ,-..,,._. - '�. � - `" . r C �a 2412 Zenith Ave. , , §-°`� a, _ :t ._. ^^ _:I. ____ w _ ' _; '• r Al"I I } 5. New Reflected Ceiling Plan and Suspension System for Panel Ceilings. Newport Beach, Co. 92660 FS--2 FIXTURE &EQUIPMENT SCHEDULE i3: L s '. .... , S jj {11 ♦ #E `" r .�,.` i 1� i ! 4k i (' . , r,` ..�aru. ZOn$: G2P`'•��'✓' +....off, j ` ` 6. Electrical: Refer to Electrical Drawings Phane (949) 378-472$ M M „ C E t I -fir; ., a� ; _-=, FS-3 EQUIPMENT PLUMBING PLAN &/ a pp u t ,,. € ; E I = r Fax (949) 474--7515 Code Use: 2U01 California Building Code (CBC} I � , r e er o Mechanical a plans. FS-4 EQUIPMENT ELECTRICAL PLAN z o �1-11rifl'ot ; t; ► �� I !I I�4 i� i r : ,4�� l Santa Ana Municipal Code SAMC �� 7 HVAC R f t Mecha 'c I pI Y structural En ineer: FS-5 VENTILATIION PLAN r., N T . § � � I I ,� ., �' i, 8, Plumbing: Refer to Plumbing Drawings. g !� g' Shezhad Khali S,E. IMPROVEMENT AREA: 8 150 S.F. I 1 : • Ili • _ _; Refer to Plumbin Drawin s. • 1 ; `��� T 4 x q FS--S HOOD DETAILS r- , _" i T cT ; �. - - _., _,* 9 9 1760 Taylor Ln. ASSEMBLY - ,.._ - . � <' � A���' r �:}:� f ��; FS-6 BUILDING CONDITIONS _ , d _v T -- z u i _ I i - A i i.F� , '}� f Placentia, Ca. 92$70 '" } ,, OCCUPANCY GLASS GROUP t f N -- I ; i ,- r FS-7 REFRIGERATION PLAN S f `'I l� FIRE DEPARTMENT NOTES I r ;.I ; - ,I CONSTRUCTION TYPE VN {SPRINKLERED} ..,�-��:i t I T 1•l, . , --., T 1 f e $ FSD FIXTURE & EQ iPMENT DETAILS i Phon (7a7} 572-fl172 '7 [� -T ,. ac v fi y < J_. & 1 ; � * ) Fax ! 14 7$�� 4! 5 U S Q _.X I _.. I I i a,,Ira s i f . �- �: ; ENERAL REQUIREMENTS ( ) * , t G T - - �.R W m ' ..,. ;' r �. `, ' { - 4 ` € "< � ; "' FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE A INSPECTIONS ,� k = FSN GENERAL NOTES 4b a rk° � t - ELw n ,c.f .__.._._.._. _. _ ,.. fit; 1, 0. a • r� t __ _._ _-� _ ., u j -( i.) . ' 72 HOURS IN ADVANCE BY CALLING (714} 647-5700. ELECTRICAL ENGINEER: z' to ` •- "' i, :: 7 :� 'Y'' . t . , ,;., I .?T'RQ47iiz . ,, ...., .s „ - .. _..., ..s Y x m., ...: e. C-Tess ,_ . w "�r, OMB Electrical En ineers, Inc. �1.4�` s a W � € `_._.I I_ r �,� g� „ - ,:f .._ STRUCTURAL: Z x ra ,_ s>h �. a s ;" . , O r€4 I I � -- - - _ f 2. PROVIDE ADDRESS�SUITE NUMBERS AT LEAST SIX (6) INCHES HIGH, WHICH Contact: Ro Lopez I 1V% _;.:< ,�.-_ ..:,� ,., � ,. r .4,," �.� 1" h i , , ,� ,., ; Z € �•;t,�� y - ' BE PLAINLY V#BIBLE FROM DWAY �` "`" I( (,-_ ' I I I ;,� ..amr �; SHALL ROA iv Suite 100 I. $659 Research Dr' e S-1 FOUNDATION PLAN ,�, fie, � �� � - �� Irvine, CA 9261$ � �� > ,� � � 5-2 ROOF FRAMING PLAN _ ri ..,_ 0� { -a t -- E. ` 3• PROVIDE SUITE NUMBERS THREE (3) INCHES HIGH, WHICH SHALL BE PLAINLY _. r r � r. _ � � I �: _ �. Phone, (949) 753-1553 ' "' ' ; . L..:- ��. _�:. �. �x, �x v,� Q � ' r � i "� I- •' € f. i VISIBLE FROM OUTSIDE THE SUITE wI- rA.� :, .._ r ,. , i m. ( _ t 1 w , T "" ` ' F { 4) 753 1992 5--3 SECTIONS _._.�w i1 M S-4 SECTI __ _ �Ie t> n W a P�, s.., r Ica_._.,_..i Z:_ �; ' - :.:,. __ _ ....: _ T c` 9 9 - s s x w r, `�" `� i=-------- ; ' "e� 4. FIRE EXTINGUISHING SYSTEM REQUIREMENTS -_ ,,,..,., •, _, ,_ `; , i ly > I" , - �^ '�": ~ PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON MECHANICAL AND PLUMBING ENGINEER: i SD--1 GENERAL NOTES Q T 02 L._. _.. ..___....,.,..._ t x § F.a<" Esau. ,,.a. d.x�:¢ �., a.:i>ai�l r'z, ST+3� a. re. s _ M,. -_ �. _�- -_ r ..� _ ___ ... _ _n. -, . _, _ ._ _ , __� ,. �,�__. - ! TANCE FROM ALL AREAS. TRAVEL Ter En Engineering oc,�- - , ,, _�.-_._ EACH LEVEL WITHIN 75 FEET of TRAVEL D 5 Terry g g , 01 u, E.r, .f � , : SD 2 SHEAR WALL SCHEDULE &TYPICAL DETAILS �+ . , - 51:�. x v,,.._.. _ _.. __.:_ _ _ _____. __ _ <� 1 � _Y __.______-_._.__.____�,_ � � , -„ DISTANCE IS 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. Contact: James H. Terry i -.� f 1 A . SD-3 TYPICAL DETAILS . ' , T 3i , i.k , ,` .,,zt`.. ,:! fr �r, i z3i,,d s. r=(< , „.����;� l' AL NCB '"�i 180 East Main Street Suite 50 a I E� r�♦ r, -w _- __.-._:_w r 5, PROVIDE K CLASS MINIMUM RATED FIRE EXTINGUISHER IN KITCHEN. A 27 0 :, F a f.' o Z j Tustin, C 9$ 3. f .... a sn _ i W U.,1 K �? l < Ut c cnr , Carr u iws ">F :punax ,.,a ws+m m S ;. $. a «.1. 6 ., - � . , ,_ ,- .: � � a ..:kR. 4 14, lip"` 5 ' " '_",` ¢` ` "" . 6. CHEMICAL EXTINGUISHING SYSTEM (S} SHALL BE INSTALLED PER N.F,P.A. Phone (714} $38-1124 <, ,3 <y.z b�., :F dip „i, . �i I {n a. a. ©., r,�- �,. -� ., ELECTRICAL: Q E 7dR: :}hv G{: TY�*St4Y tG^.9. �` - 01_. __._.__ .__ _ STANDARD 96 AND 17A TO PROTECT COOKING EQUIPMENT AND EXHAUST SYSTEMS. Fax (714} $3$-1406 i T T W Q�' a /J 3 :... ..," ... _ .__v-N E-1 COVER, SYMBOLS LIST, AND T24 �� -I gg , °R �� __" "°- '" f-+''C ` r'tv' 7. FIRE SPRINKLER SYSTEM PER N,F.P.A. STANDARD 13 SHALL BE PROVIDED. Z a�A.,Ss *♦rus azR+w, w, 5E _ xrcx M! Ke .TAN n % Y8„ 6Tft ;Is ar,: ,n -.3 ,� ,� ,x a .. :., a,:,s,-t-�:.-,,,.e' ,,, 11 - Q REASON FIRE SPRINKLERS REQUIRED T-I. E-2 LIGHTING PLAN FIXTURE SCHEDULE AND DETAILS --,� _.° ; H 0 w M1 •m�,v.,zmr+ _ _'T-._ eauamzv, , ., ;NxisnW rf itFYA i':3 ..__....,_,.. a-�ztC:.E7. 2, t,7Y P�"N.GEt AtR? 80GK :.,:s.. a-r a f =�.�. _ }1�T�1 ,J Z xamv,sscr. san "___-.nauX,e ue.a'w„a_ #ME"TRQ T!iW3v '.+t,AT£ ��. [,p(`;: & 5. Ih"L}: Gt:Y OF n :-= gg s,#,$ T'^1 O n ♦ vc.us «n�s:n<-swag ,.,�,.,sy,� '.we73 53tiTH :+f�E$t'c?: fihh'ih Ata:.; t:Ci+lif ri` LtF:p;VC;. ,,J # L„e „sd $ 46 ;: F . , .< ,. , .:.- ��', 8 - „ �� . E-3 POWER AND SIGNAL PLAN �` ►CQ � KY� t: a f� 8. PLANS FOR THE FOLLOWING SYSTEM SHALL BE SUBMITTED (THREE COPIES}01 - , (714) es._4$5G S/ 1 w= =Xj+u ,°„°,a_ To THE BUILDING DEPARTMENT FOR FIR£ DEPARTMENT APPRovAL PRIOR To ._.-„ E-4 ENLARGED KITCHEN PLAN AND PANEL SCHEDULE _ 'F n -1 Fe , i f--I pq N INSTALLATION. FIRE SPRINKLERS, FIRE ALARM, KITCHEN HOOD AND �._ ` -x E--rJ ROOF PLAN�,� `` _.;' p F EXTINGUISHING SYSTEM. ,L- aq Q f 1 �. ' E-6 SINGLE LINE DIAGRAM, LOAD SUMMARY, GENERAL REU#REMENI', .F s °` M� p.:. ... Ul !. } .....:..... . �.::.. ..,,� T 5 C.,,.4'aa a -. ,`.. x $ t 4 , ?, .. .:: :. : .... :. :.'.., .. ,:; .:., ..:..,, ...>::::tr"::.:,...: J.'i .,,ax,sn^ .. <'A r. z :. -. , .:.., .. ,��+ 2 En9. FIRE ALARM SYSTEM REQUIREMENTS s,_, a . i : �..:: <: „,s a " �'" : d Z .:.;, 1 & PROJECT SPECIFICATIONS, DIVISION 16 ELECTRICAL _ E-4 00 SYSTEM RE UIRED PER CURRENT ADOPTED C.F.C. AND BANTA ,.v,. , 1• . a , ` . FIRE ALARM Q �'""� ,,.., C . _u€, ,� _[,. N � :0 _ t -�, �0Uafi" : ' E 7 SPECIFICATIONS PLAN p ,T i� Q ANA STANDARDS, IF OCCUPANT LOAD EXCEEDS 300, P�­� �,ry' (� ts. Z is SITE LUILATIUN MA 1 `$1 tiJ C", -'­"_,� -'► I FS-1 IPMENT FLOOR PLAN a .< d o 10. EXITING REQUIREMENTS I t '+,ItO W A , ..,,,, F SCALE. NTS i,, �-, FS-2 EQUIPMENT SCHEDULE Q _ - EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF :..., �.,,.xe. , ,.......,.. -:_ ..xAw, ,.. ( �3 ; 5 3 .. : T - a o A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF RELEASING (()) i r� VL x LOCKING DEVICES ON EXIT DOORS. .. ///,/% i:5 �a AQA Cam Rance bulldln roved ermlt 10133402 :. ,, �,�- �' . MECHANICAL: �-' T W P 9 PP P1.11. PLAN CHECK REPORTS ..ram .. M.... ,���,x.�_, i � :- _____�-. �'': .: M-1 MECHANICAL SPECIFICATIONS, EQUIPMENT SCHEDULE &NOTES W Z Z A SIGN THAT READS THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS I ><A..: ,:. g ,., T �a per Cbc sectlan 1134b ca ter 11 b h.. _.Y wa ,,,n -.. } H o HOURS WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE PROVIDED M-2 MECHANICAL FLOOR PLAN �-+ 0 ADJACENT TO . EXIT DOOR. I ,x . Q a ��j rth u I`. B M--3 MECHANICAL ROOF PLAN :F£: `:�' O * recorded ro ert Imes ri .- .,,)�.,�:n ....f. „��,...Y:... , ,�..:�.".- ,!a ., a ,.::._. "_,,:..,,,.._1 .. - - -� 1 o Z EXIT SIGNS SHALL BE IN BLOCK LETTERS25 6, A MINIMUM OF s!X 6 INCHES _�111 _ r M 4 MECHANICAL TITLE 24 REQUIREMENTS _12 F T SS THEN 3 4 INCH. LUMINANCE ON FACE OF Q b s HIGH WITH A sTROKE o No LE / £ ;,., ,r ; , , �, .. > l , B FS--1 EQUIPMENT FLOOR PLAN Q OF SIGN SHALL BE 50 LUX. �,.., x u ,, �+ T lu f w i4 �n x:$ z r : r FS-2 EQUIPMENT SCHEDULE� �\ Q 13. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM p..a... ., .,,�..... .,,_.., :; ...,...«.,w ...,_...�., _«;.x�. H 2 SEPARATE CIRCUITS, ONE OF TFiE ABOVE CIRCUITS SHALL BE PART OF THE ### ;. j nJE : f _ _!� .<.».;: ,..,:x._,. .. _,.. .., , ....:..';.. a ,..-.-..,._nc, m.a.ts ...2^,su,,rua. : t K ...' ^V . M .:'..Y.'br^4".cr'' :. ... - o EMERGENCY LIGHTING SYSTEM, _ . o'? : �- , i!: PLUMBING:SA :. ; . CALLERS a a �, 03 a N I H CURRENT £DITO S „ _;:.. a a. 0 0 14. EXIT SIGNS SHALL 8E PROVIDED IN ACCORDA CE W T I N .1,__ toMMQN, P-1 PLUMBING NOTES &SPECIFICATIONS, FIXTU , NOTES & DETAILS - Z OF C.B.C. AND C.F.C. SHOW LOCATION ON FLOOR OR REFLECTED CEILING A � £ +r .; : Date: PLAN. -'1.ff a P--2 PLUMBING SITE PLAN s P-3 PLUMBING FLOOR PLAN & WATER PIPING i-zs-os 15. LOW LEVEL EXIT SIGNS AND EXIT WAY MARKING SYSTEM (S} SHALL BE PROVIDED. �111� , , P-4 PLUMBING ISOMETRICS WASTE &VENT PIPING Scale: __- ', 16. APPROVED PANIC HARDWARE SHALL BE PROVIDED ON ALL EXIT DOORS 1 '11-10. u rIfIP' r. A unf[ r e. 1 EQUIPMENT FLOOR PLAN FS FROM TH£ ASSEMBLY AREA TO THE EXTERIOR.1 FS-2EQUIPMENT SCHEDULE Drawn: �`� 17, PROVIDE AN OCCUPANT LOAD SIGN OF: WINEE2Y 2$0fl f 15 = 1$7 MAX PATIO11 L.D. ' 'f a•.,, ,ems.. S-�0° .,=. >�a A,.... s .+p„t,.,ra ',t„ ? >fr$x' 1 1 . 't; 154Z 15 = 1 p3 MAX FiiR A TOTAL OF 29q C?CC, TO BE PQSTED NEAR- - �'11 k --� o Approved: THE MAIN EXIT. L.. _� �u .,.� " ":., ,"� - ITT t... _. u� L.3 �_ ; 18. SPECIAL REQUIREMENTS yl r ?i Q STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE `S 14 LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY - _� ee ce f � � ' M ' 6 � ' P a _ � -' WITH UNIFORM FIRE CODE REQUIREMENTS, � � C INUTY MAP. ,,� .w .N,v .._ ., . ' . ` :t' sheet; .v im , 19, DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT, SCALE: NTS W CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE\\ t ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL E- T-1 H NOT BE CONCEALED BY DECORATIVE MATERIAL. � a 4f Sheets ,, j ti Lu z Y < 02 IL Lu w iuj 0 O D 0 0 z X CL Z o < z < 0 a, z �L Z) uj D "D z fI 0 (D U, 0 Zw W Z z D 0 uj CL L'i z z as Lu iY 0 In QL z 00 z W '-4 00 Z D W, :E CL zZ 0 6 z x ul (0 Z;E 0, 30 Q U) Z � n V� < 00 W, z Z on 0 0 < ow Q:2 Z W z 9-z < 0 Ln 0 zo LEC700 A KI mg0mommil"01-11 '10 1 —W M ii —i SCALP: 5/5.2"=1 I -oil INDICATES � PATH OF Tf;ZA\/E-L L% REVISIONS BY 1-14-04 AiPARKING LD UPDATES GC D pf Zi cr N C\1 CN Cl- cu CC) 03 4� LO ON 46 -C� I eo Lo 00 0 C\2 4� Ix cCS 0 LO 0 (�o co CO M 04 94 w 3 z C) 04 CL I-- C) E- 0 z E- u Date: 1-15-03 Scale: Drawn: L.D. Approved: 0 Job: 0 cc Sheet: E- E- A_� 0 2 a" Of Sheets 6_6" cf,_411 -FR. s•r 11; 6'-0" 6ATES NEW 6'x162-BIN TRA514 ECNCLOSURE W 6' H16H BLOCK WALLS #10 SGEWS @ 101, O.G. 5/6"LAG 501-TS @ 24" O.G. (G.S.) WINE RACK «� 5/4"=1 A55 EA. END, EA. SIDE 4x6 BLK6 FULL h1IDTH OF WINE RACK NEW 2xb STUDS @ 16" O.G. ORT ,,Z—'/z_ 4 r n i, ..._.__�......_-_..._.._..._._....._._.._.-.._.��r.. ..,. � ._.,..�,..- ...._ i_..._j ..._..........>.....,....._.__.._._..._._..._._._-._................. ..._...._k 4 t t ! fl �t�........_...,....._.m....._r .. ✓�i.ir / V-�! V1Ti,�r PLAN ♦N 22 • If y vFOR NEN H.G. PARK I N& tJA __ - - LAYOUT AND 12IMEN51ONe I I NEIN 4DE SIDENALK ! I — \ \ 4 O\/ERALL PATH Or TRA\/EL 1 I i rti • .St. t �., �: # 'S' I 1 WI NE0)( 1 1 LA A W 1 t t it 1 •I ALXz . / Z 1 jrL.t-12)E 31 `� - L i t Er/ ° ;s DISHWA5HIN6 i EXIT I5 EXIST WALK-IN FREEZER z x# a 3 t , w W # cs3 °L-- N05C APE C t r z'' COIVIM o t f _ ,'" A-6 % - DRY , ' " ; -__ 12 o i -/ r IO cCl 1 l`l \ r- 1 # I o T.11£0','A i PREP STATION_ _ aOf w¢ # a 7 i s-h u r 4 -WAI A:.7TAI IV - �� � � _ 3 — �y^r W _ z a 13 O U I66 S.P. 6— / T, . SLC?1'l �. ,_.. a o 1 j I.{ d - ,v = 21 O ° . a�..: 2%, 1WIASI X I ZX ! 1 } I „ , , 3 7'-2" ?)�'' {{ T� �� ti = ' EXIST. H.C. 4 ', ' 4 - # 1 u�� f 1_ _ { ACCESS, RAMP CASHIER - _ — il WINDOW 1. � ! z z _ _ _ - _ Q j 1 I"42 -�" WAITER STATION 20 S.P. _ o� ? I #. W 4 , i-II" TREAD= WINE z ' . , DISPLAY li X - i j L, a ) # O. -2'1 A __. _ __ _ ._.___- _ _ _. _ r _ I PROPOSED z _ - _ 3 I # 4 143 2 ETA RANTS P'RO OSED z i d d I { a A-6 U L # ' C' COAST WINE EST 'URANT-1 - # o I - -- .SIT 606 S RI TOLr - ' - W # i 2 ! a m , I # 4 536 S.F. 18381 .Fr r4 m fl �' � `\ of _ " •Z i 1 i 4 ( ) 4(1 6IPT SHOP, EXC UMS, GO L) O.L.=IC 41 MAX ii �,_ / 0 0 QC . LOAD I 1 v { a LI.S I _m_ SEATS i Y`I a a ! # _ I6`1 MAX. 1 �r i,4l -2 t 4 I# 5 1 P 90d, 2/15 = 105 M all -'' z I I ,t #fit „ i 1 \ 1 _.. _ .._. .._.__..__._._..._..___._.. LINE OF _ _ I 5 `-' I - - - # _ 41i, G _ P TRELLIS 3 _ �ATIO W W r _ _. --_- __ ___ 2 _ _.__. _pt1.GOHO 5 .v___ ___- _ \ __ r - -- ___ ..---.._. _ _._� ._ ____ .____ _ _.__ ______ �t J - ' ROPO ED E J I. ' - - - - �-�" __ - _ (iJ�"'J(h)J4✓= q ) - = T 1 [fr #,gl�»glt /.,k�,✓+,il 3 ■ AU AN — O - j 1 k# t j \ i .£ 3 -1'I7VVV I= ' r5!0 .: a/ t CV o � .,.{Li p i 1 U_ j( vY z i {i "��_. 1�E _ ___ _ M __ ._-._.�c_ __ A --L \.d `9 t fi A-$ (r1 { '�A q S 2-6 RISERS r� 514 S.F. PROP DED to _ E / - 1-11" TREAD I� 8 - - - - fi NEW 56" HIGH I ®„ II 1 3 x.25 408 S.F. a , i 1 1 ' 5T 11 2 ti ! ' # - PATIO WALLS I ! ff 4 -�1t_ _plE _ _I A - ND A 570 " . 5 _ ! i # t ~�' 4RD 3# 4 3 aw _. _' '�� ✓ m- -- - -T_ _ _ _ .- _ — I� m 4 £E3 1X `twG:oit 5 2 I 2- 1 i /J � s r-' �d� ry � x' � =rye /'„\ '-�• o � :! cv _ � � 3 zffi o f ! 4 I k 6_4li _s, # I f cr P [o AAl. N/ T 1 EL. (L)") 6'-O" w LI I N T MI . 4'-0" -` 4 i�__ 4 1 T T V T �° / -2 1/ l- 1� " ! I -r I W a I 11 - r 3 _, EXI TIN PATIO 5\ r c n ; �i lEN Y �.. AGGES Q a. I.j j 00 (1 f y - 1 i 3 i p 1 f}3 i -.__- - 3 h u.; 1C`!'-4 I ® �T Y i _ l 6 Q N;; _ I 1 7FA O ( _ 3 OW tf - a. I 4 480 S.F. J V i°A#1tGi #G''-1�1,>s' Or I I .,..._ .._..,.._..........................,t .__. . 111 I � 1 t i d QW NE LAi C:A 'F ! } PATIO Tf?ruls 1 Z o 1 f # c ? i ij LAND5CA E i LANDSCAPE A 0 vt fia t ' 1 { d• , �• A O � t i ( i•.w r 4 it ,f ''i• PATIO E i L A IO b { «r� 4 S' .I w , �•' 0 SECURITY 6 , TE w/PANIC H KARE ZX ! W 4' WIDE 51D1~W-WALK I,t-ttSEE 1�tO 111 NEW 4' WIDE SIDEWALK K! i E5!-lf{ li-(y it 151_©11 (1^Q 11 -. O ? - VV PROPOSED 3 Z Q RESTAURANT-2 SOUTCOAST WINERYA r r ' �j 5535 S.F" .25-1634 S.F. ALLOWABLE OUTSIDE PATIO IDS NINO SCALE: I/a"= I'-O t, a 1 m ...= , DOOR SCHEDULE SIZE DOOR FRAME DOOR FINISH HARDWARE REMARKS TYPE MATL TYPE MATL FACE ED6E i (E) 3'-O"x b'-b"x 13/4" A % T MTL 5/6 PT SECURITY LOCK "EXIT" SEE NOTE 12 2 51-e" x b'-b"x 1 b/4" A 5G T MTL 516 PT SECURITY LOCK "EXIT" SM NOTE 12 5 3'-O"x W-b"x 1 5/4" 5 SG T MTL 5/6 PT 5EE NOTE to 4 .5'-O"x b'-b"x 1 5/4" 5 50 T MTL $16 PT SEE NOTE 10 5 5'-O"x 6'-b"x 1 5/4" S 56 T MTL 516 PT SEE NOTE 10 6 5'-o"x W-b"x 1 3/4" A 50 T MTL $16 PT 7 3'-0"x b'-a"x 1 5/4" E 5C T MTL 5/6 PT s 5'-01Ix b'-b"x 1 3/4" A 50 T MTL 5/6 PT a 3'-O"x b'-b"x 1 5/4" A SC T MTL 5/6 PT 10 .8'--0"x b'--b"x ! 9/4" D raG T MTL 5/6 PT SEC.L RITY LOOK 101 5'-O"x b -a"x 1 5/4" C 50 T MTL 5/6 PT 516N "JANITOR" 12 3t-0"x b'-a"x 1 5/4" A 5G T MTL 516 PT PRIVACY LOCK 516N 'EMPLOYEE TOILET' IS + " + " n E 3-Uxb-bx134 C) / A 5G T MT1. 96 I PT SECURITY LOCK n n EXIT SF.E NOTE 12 i 4 + r + tt ++ 5-C�xb-8x 1 54 / A SG T MTL 5/G PT 15 (E) 5'-O"x 6t-6"x 1 5/4" A 5G (E) 0 5/6 PT SECURITY LOCK "EXIT" SM NOTE 12 (E) (E) 5/6 PT SECURITY LOOK "EXIT" SEE NOTE 12 5/6 PT SECURITY LOCK 16 (E) 5'-0"x 6'-6"x 1 5/4" A 5G (E) (E) 5/6 PT SECURITY LOCK Iqf CE) 5'-Onx bt-&x 1 5/4" A SC (E) (E) 5/6 PT SECURITY LOCK O 5'-O"x 6'-b"x 1 3/4" A 50 HM STL 5!6 PT SECURITY LOCK "EXIT" SM NOTE 12 11 5'-O"x b'-a"x 1 5/4" 5 50 T MTL 5/6 PT SEE NOTE 10 22 5',-Onx 6°-b"x 1 3/4" B 50 T MTL 516 PT 5EE NOTE 10 23 3'-0"x b'-b"x 1 5/4" 5 50 T MTL 99/6 PT GSM NOTE 10 REVISIONS BY 1-14-04 APARKING LD 3 3anAT17q � t • 4 w w t u • • a ABBREVIATIONS: FF=FACTORY FINISH, HM=HOL.LOW METAL, PT=PAINT, 56=501-I0 CORE, 56=STAIN GRADE, STL=STEEL, T-TIMELY N N� DOOR TYPES cu / f. f l � 47 PUSH / WINDOW -� PLATE PUSH U)� G, o PLATE \ KICK \ \ KICK N PLATE L OVVER PLATE TOILET JANITOR ELECTRIC PANEL KITCHEN PA55-TH W �C} c� DOORS DOOR ROOM DOORS DBL 5WIN6 DOOR 5 t co� Ln� CO DOOR NOTES co p I. ALL DOORS SMALL. NAVE PUSH PULL TOGGLE OR LEVER TYPE HARDWARE AND SUGHI t�O. w d HARDWARE SHALL 6E OPERABLE W1TH A SINGLE EFFORT. t� Co ctS N I ARD �3R 2, LOWER 10' OF DOORS SHALL. BE SMOOTH, PLANE SURFACE (NO RECESSES OR TRAPS) pawle, 0 CO M PER CALIF TITLE 24 SEC 5305 (I) 3. Hi���s S. DOOR INDICATES LABELED DOOR 4 DOOR FRAME ASSEMBLY. E 4. ALL DOORS SHALL HAVE SELF CLOSERS 4 FLOOR M� DOME TYPE STOPS U.NO. VOR 10UpAIM oQ WIWL .. .. S. NO EXPOSED HARDWARE, LATCHING DEVICES M. ON EXTERIOR OF DOOR 6. USE TAMPER PROOF HINGE PINS AT ALL EXTERIOR 4 REVERSE HAND DOORS. RIMPANIC- Wj CEML}c.0 1. 20-MIN DOOR ASSEMBLIES SHALL HAVE SMOKE SHIELDS ON BOTH JAMBS 4 HEAD 357 ••••• OF DOOR FRAtvE. 6. ALL DOOR FRAMES SHALL NAVE DOOR SIL.ENGERS TYPICAL Q. ALL THRESHOLDS SHALL BE 1/2" HIGH MAX WITH 11W MAX VERTICAL FACE 4 BEVELED NO i/,r� �7� t/ ,/��} ft!5 0 2:1, SEE 10. INSTALL ADA SIGNS PER SHEET A-10 11. PA110 GATE SHALL COMPLY W1TH ALL EXIT DOOR REQUIREMENTS INC.LI DING FORCE TO OPEN, HARDWARE, 4 SECURITY. ' 1 12. APPROVEDPANHE IC KAROl°�ARE SHALL BE PROVIDED ON ALL EXIT DOORS FROM THE ASSEMBLYAREA TO RIORjy -. �� � Sf k ` { PLAN NOTES: I. LIGHT 4 VENTILATION PER CBG SECTION 1202. _. MINIMUM OF IS OFM OF OUTSIDE AIR PER OCCUPANT 15 REGU I iRED FOR VENTILATION. .. 2. COUNTER TOPS $ AORKING TABLES SHALL O MAINTAIN A MINIMUM 295" CLR. 4 MAXIMUM 54" �+ W ABOVE FIN15H FLOOR, MINIMUM 5% OF EACH TYPE $ MINIMUM ONE OF EACH TYPE. 3. ALL RACKS 4 SHELVES OVER 8'-O" HIGH SHALL W 0 HAVE ANCHORAGE DE51 GNED FOR OVERTURNIN(5. o (ALL R,GK5 4 SHELVES-fALL NOT EXCEED V_O", -, "'cQ PLUMB 1 NC7 F I XTUR REOU I R MENT z H� Occupancy Load: 0. G-+ r Ninery 2500/15 = Ial Max Patio 1542/15= 105 Max E- 4 00 Total 2410 OGG. ( ra cp Required Plumbing Fixtures per GPO Chapter Table 4-1 Restaurants, Pubs Lounges: 0 lNoter Closets Urinals Lavatories j MC) O Fixtures/person Fixtures/person Fixtures/person �, j„co Male IReq,. Provided Male Req,. Provided Male Req. Provided W 2:51-150 5 1:1-150 2 1.1-150 2 Female Provided Female Provided A 2: 51-150 5 1:1-150 2 , LEG F-ND : E --pT - INDICATES PATH OF TRAVEL ALCOHOL STORAGE AREA Date: s,z r 1-15-03 Scale: _ DEMOLISH EXISTING YVALL EXISTING 2x4 STUD )NALL Drams: L.D. NEkS 2x4 STUD iNAtLL OR FURRING Approved: NEN BLOCK MALL ,t, Job: C3 I 10 C' Sheet: - NEA SLAB ON GRADE OR: CONC. 1NALK E- a Of Sheets REVISIONS BY 1-14-04 APARKING LD UPDATES w CZ? z� v> aU zo �m 4 � } �a J dW 4L �W z ?z aW We to � aw W r- it S a0 < O 4 OZ W � 0] W 00 Z0. r z� ar a� N W i6 az j W Q J J [Y7 zz a oz W, ztz z s� W �z a aZ �cc i� 0 Lu qw 2 O �c 4 W W Q J n Z 0 d Cyi O W V 1=- Q WW � M a z� LU a z2 z 0o �_ 00 Y U V Q q w 20 cr 4 X �o o� W W W a aZ wU Y j U W � 2 0 0 �z N N s r v} a zw a� o z� W W o~ U)? a� —0 zz 00 Y) U W da Q� z� o� J Z _Q z z� o� Lu x� dim O� Z o Li r_.._� " i IL . "' �-'' �' _.._.. t' • V t u. ; � ; � +, � := ,,�.; t {• ; � r:. .: � t ,%� �,a-;.:'r,".�.,-_.._�___.,�,:.;r� ^=.,..:. �'.,,` �� _:,y� ._...__ _......w. a•f .,,t,,,�---h-'- .. � ;�.,;w`�._4=��.�.. 2 �=>2=Y-. s • ``. �.� z w ,.-a. f ,.x.1 . } .. J. If 19 _ _ _ r.• ;: w� may}. �j + � • _ a •> } .. :. {• ::�• pj J k f �', Lf'•.2'`,_it ; .v''••�, .R� t+�}. ,a•t ti k '•� .•,' f f(,•�,# ll__ � i —�� �i..",.i. ' }. S > cY'^ 3S ,'�+�,�a"T .L S�'~-�`. �`!'. �•• ,�• �' Ott •'t ct if ,y.% PAINT EXI5TIN6 EXP05ED 5TRUCTURE._M��r i_. l i ABOVE FLAT BLACK (4 LL-4 � ; I /I j � i, �'•�` � �� .� �'' �`'• � ' r� �� .�.-- • ' • . t d p}};.,I' . 4:� •w ' 7 • .: i c��,( �} I � C� � I C�J � ° � t �TJ \ •'i., s.... +�Y# :i•�. ••Ys I ��`,..._.....�! r2--_._a �.F'l-____.�_ (y, `- -�•V!: ;�tti '.4• 11 44 !` ,fix;o. }¢, ; •' :} y f �� `gip} f f t.}t.+= •�,,, •• wii j� `XR%• f Z71 El S Fm f, I� - ,Will I r if 1,1110 jfj L7 lr L D PLAN 5CALE. 115a= }'-0" `.S t I'x4' FLUORESCENT 2'x4' FLUORESCENT I'xa' FLUORESCENT 6" CAN WSPEN17EV TABLE LIGHT WALL SCONCE VIRECTIONA.. LIGHTING TY'P AT ALL !NINE STORAGE RACKS (5YP. $D. OEILIN& w , • ` C V i • a } Ma • • w a a • a I �+n1i W O CLn cQ r— Lo �)o c� '� /'�_ v Vl M V CO 0 CO"0o �U) O 4.11•d i t Scale: Drawn: Approved` o 1 Job: k C\2 Sheet: q A-3 0 a Of Sheets 9 J., 1st FACADE • ALL 5TUt�w TO ROUNDED ♦' t ♦ - r " r /-4.,,6 LATTICE ♦ r` 0 II II,I I — fill II! s.w.rir1mis�>r�i�i �i i�i �, n '� TTEIl1#1ti#fl/tf/�#t#ri#i'/#t111(h i11I#y/1i(##Hi//#/###!# lltil[ Wit -OW " #f#itii#'t 1tI#!if# i r n u-r•• • w^ ,. A »�,..-��.,,>y- �:: 1"iti/i!#it#tl/#tt##i#####!##/ttt#/##/HIII.. H"s .yV `5 "' S„.' M +►+5✓�i. �.ENz. px�f� r; ?��"y.M�`.fsy!4ir �,+'F .lt„i "y' : - •'S�3j'�Y ,71.Au,Vrt ��, � II� ..... ... .. _ J. ��r�` _'r. �r���rr> o� � ..i.1 3r la-3 ef��A �ri'r c,,#i•' ad• � r ..,`.:„.+i» tw,�t+► ,�'" �'K;tati �" �. �,r�y �.. 0 y.�.�.r.,, f �'v�'{�'�rie F�,. `"sir. *i �v'h'}:# �`"'�. l ;>,'�,'D.fuR �'y}t5i� : 'i�o��+r'•• `F} g`.4.�� 4It�riT6�aiJ1fi�:r'�`.+'."k �F�;R a. :: i.: . t a1�,ra..,. �i:�".�4�frr...: , aS:r4 A`ir. zS"t;�Kv .a29f�+ r3'e.. "F .. k1'. m�r-�r ♦ ♦ ♦ �' ♦ ♦ _ * �. it - ♦ A BACK LITE NEW RUSTIC METAL 516N NEA 516NA6E FACADE MULTI COLOR RUSTIC TILE EL, 30'_6, t . ., NEW 5TUC40 NEW 6" STUCCO CAP NEN STUCCO COLUMN i LINE OF ROOF BEYOND I : Sot h Coast," .� ,rr i ast ' ; • i ` EXIST. ATTIC VENTS TO REMAIN jj .. (PAINT WEAT�R COPPER) iL�tt C:,�•... NEW STUCCO CAP OVER ,� _,- - .•STACKS L `�'�� _ ." _ .-' �� EXIST. STUCCO SLOPED WALLS 1. ; 4 3 r. i • _ - i6' '# _ _.NEKSI EXIST, LINE OF ROOF BEYOND a- - - -- --- - ---- `-14EPI i4 ♦ � /I , � e urrrlNEA 4X12 ;,, EAM EXIST 1 •I�O111L 111��11r rwM1111�•�1�•�11�w• 1�:�"—".{+fl<r!•.Il♦i�•�f•+�11.7IIIIl1!•I+ 6 I f r ♦ f '.NEA 4x12 BEAM ♦ ' 'NEA 4x4 -0 r �.<•r�rr•ar�rrrarr.r�••r+��.rw.t.t.!11##y!S%ii####�I�I'##/###►!S#!#!#!f 1#!l#!!!Rlilii!##!t,!#ilii#1I#!f! r`h r , r �.w,. ♦ ♦ I CN t'.. EXIST. ATTIC VENTS i. .{. ,_;� ;. �x r-.a _-� . __ .._.____,___,._..___.___._..,..._____._.._______.__.__.__._.._..._.____--_.._,___..____.._._..._.__.___.__.______-_..__...-...._.___.._..._._____-__.___.__._.__.____ ,-r•- - _c, Y r I TO REMAIN (PAINT" WEATHERED COPPER)` EXIST. 5xI44 FASCIA (PAINT) `` ! NEW 4x6 LATTICE IT NEW 4x12 BEAM EXIST, r STvcCo NEW 4x4 POST ) GRADE' ' / i t r i ZONE H.C. RAMP � NEW EXIT ROOK NEW FOOTING STONE PATIO WALLS VP NEW ENCLOSURE NUHT11 tLEVATION 50AL : II5"= P-O" EL. 25"-0' r• MULTI COLOR RUSTIC TILEEL. 20'1611 ,,.' ✓ i f t i,{ NEW 510l� A&E F!'WAVL ..f. � .f j.l 511.rdct.�/ OVER 'I I' is.,7 ru_ ?'-,�.t-.�_ k� FIREPLACE' - 'rf�siE,_— y' EXIST. 5T1JCG0 (E13, .S ; EXIST. 3xI4 f } 4i.;1.. iT'�� ! �{ i jFASGIA (PINT) l �.i. ;. { I 1 4 NEW WDOD TRELLIS 5L WALLS NEW TRASH EXIST. AIR EXIST. _. t 1 ENGL VENTS (PAINT(^i 5T7K.CO t i t $ 3• ,.tyr i•. '1 I t 4 l .1 T 4• 1 ( Ii t tt 4 t{ -f `t r tt t { _ iv d ••� NEW STUCCO, t! 4 t{ 4 S A f �I 5 r - TUGGO OVER } t l !' t i .i I` DVER BLOCK 3' t 1 i f t i 1 i i WOOD 510149 SS �t 1 $ cc j P' tt 3 '� G..a_.� ..{ S 3 i' `E E t i r� .r EXIST. TRANSFORMER TO RAMAIN WES T ELEVATION \ 5CAL. I/511� � lP/1ii REVISIONS BY 1-14-04 APARKING LD UPDATES • r • t • a s ! w• gw1Y\\4\. a► • rr ' � • • • • • •w w ��t Z � 0 HW� w W �".r� pia X;D'"'zQ© r W 02 o Z%m W C) 0LLJ H UJ H 0 R w Date: 1-15-03 Scale: Drawn: Approved: 0 Jab: t m CQ 1 ':'2 Sheet: E A A 5 c" 0# Sheets REVISIONS BY NOTES VV CAP M 2x4 1-14-04 1. ALL INTERIOR PARTITION WALLS TO BE 3 5/8- AND DEMISING WALLS TOP PLO a 5/611 25 &A NEW 5/6" Z� PARKING LD TO BE 6- METAL STUDS, 25 GAGE METAL STUDS 0 24" O.C., U.N.O. 20 STLM 110011i DRYKALL UPDATES (E) ROOF MTL STW aw @ 161, O.C. J015TS 46" O.C. PAINTED NORTH EA!5T 5OUTH M5T 2. ALL NEW PARTITION WALLS TO BE FACED WITH 5/8" GYP. BOARD, U.N.O. 5/y oyr. 0D. V 21-11 '* \ OL6. NEW TIMELY 3. ALL 90 DEGREE PARTITION WALL EDGES TO USE 3/4" RADIUS BULLNOSE CORNER BEAD, L 5x%d/4 R-11 SOUND (N) T-BAR CEILING MIRROR rv;rCrs '. = o MR 101ill 4, STRUCTURAL All FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED WHERE ELECTRICAL MECHANICAL, @ - O.G. 43 INSULATION SEE CL& DETAILS (CASHIERS) PLUMBING AND COMMUNICATION CONDUITS, PIPES AND SIMILAR SYSTEMS PENETRATE WALLS. SHT. A-10 1/4" SHOTS 3 S)r 25 6A. M. @ 4&" O.C. 46" KAINSCOTT 5. INTERIOR WALL AND COUNG FINISH SHALL COMPLY WITH CBC CH. 8 FLAME SPREAD RATINGS. e TILE 5kiE 57UD BRACINSY PASS-THRU SHALL BE PROVIDE WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH 0 Q -All (E) 5LA5 4_1 6. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS 5/61, &YP. 5D. S MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A �f 1'�� EA. 51M o 25" MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANCY DURING SUCH a" LAMINATE- = -1 �(o 2-1/2" EXP 121 5 5/6" 25 6A. Ill > MIN. r1k TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER D(CEED 10 , 4 SHELF 0 ZA < SLTS 2 /2' 17 TRACK Ill 1/4" DIA. FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE Foy"11DER DRIVEN F F FLOOR DIRECTLY BENEATH. PINS @ 2411 O.C. (E) 001i SLAB (E) FT6 7. TOILET ROOMS HALL BE PROVIDE WITH A MECHANICALLY OPERATED EXHAUST SYSTEM \-4-1 RUBBER BASE NEW 9'-O"x T-O' CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES, SUCH TIMELY DOORS Jv MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE AND FRAMES OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM AY OPENING ca WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 3606 MEN5 M5 ROOM TYP. WALL SECTION T LOW WALL SECTION K8 TYP. OFFICE WALL 1( 6 50ALE: I/4"=I'-ll SCALE: 1/2"=1'-O" SCALE: 1/4l)" SCALE: 1/4"=1'-O" Z in i� W C) GRAB BAR, PER SPECS. LLJ (N) WAJNSCOTE f5T XORTH E651 �52UTH 7 EA51 SOUTH NE51 om NORTH 9 1 1/2' ox 1W I ..- (E) or (N) W.P. GYP. OD. W tv), z MIRROR MIRROR o PER 0"1 PEP, 0yol ; p / lam`! cs 4x6 BLOCKING N X 3-WOOD SCREWS 2-TOP -48' AAIK%0TT T 10 WIr EMBED 4.1 I x SPACER 2 N_ SIMPSON A34 TOP SOT A (1) V li - X % X X EA. END 2all 0 00 MIN. r1fe E 2 2x6 STUDS 0 16* O.C. ic (3 CXD Fr 01 0 .3* DIA, RANGE 3 jail 121111 1211 12 CID z L < 100 e �l NOTE, GRAB BAR MUST SUPPORT A 250 LB. POINT LOAD 0 CQ .4 Q) AND SW BE IN COMPLIANCE WMi CBC SECTION 11158-8. @) U) => 5608 NOMEN5 RE5MOM H.C. BAR CONNECTION 5 5606 Y40MENS RESTROOM i z 50ALE. I/4`=I'-Il 5CALE: 1/4"=l'-O" Ell z 4 "o 8 0 J_ 0--i LO 0 V) 0 -tt CO z t5 Z 0 Z 4-) La NOTES: z NE51 NORTH �5QUTH EAST AE51 NORTH EA61 5OUTH I z 1. PROVIDE 50&P BLOCKING N4ERE REOD FOR X_ I SEaRE ATTACHMENT OF ALL FIXWRJES t EIZAPMENT. U., 7: 1­ W SM DETAIL 5 HIMEON MIRROR MIRROR----\ 0 = l_ PER ollillill W 2. ALL Hx Fur.+ vALvm (IF HAND OPERATED) SHALL 5E MOUNTED ON THE WIDE SIDE Or- STALL 't 4611 PAIAINECOTT 46" MINSCOTT A.F.F. AND SMALL. HAVE A MAX. OPERATING fl Q_ n W (EXCEPT :x0EFr @ TAW TYPE) NOT MORE THAN o. 0 FORCE or- 5 WS, AT 44' 7H - TYPICAL A I 'V 111111 20 MECHANISM - 5. FAUCET CONTROLS 4 OPERATING All < (OPERA5LE Jill ONE HAND) SHALL. BE a THE TYPE I z � 5- X ;t W- Y�1� X El xt wo NOT REOUIRINS, T1644T (5RA6PM, PINGING OR TAISTINIS OF THE ARIST 4 AN OPERATIWS, -77 5 5 L55. FORCE NOT WEEDING cn - LU jU 4. TOILET TISSUE DISPENSERS SHALL BE MOUNTED Lill LU U > in P41THIN 12" OF THE FRONT EDGE OF TOILET. 1511 = 0 = 43 < = (i z le N. r41 5. HEIGHT OF WATER CLOSET SEAT SHALL 5E 11" To lot" ASV TYPICAL. VE FLOOR 6. INSULATE METAL WATER 4 DRAIN MFES Ill LAVATORIES 5606 gMP N5 56Q8 MEN5 RE5TROOM �=E TOILET ELEVAT12- 21 z H/PLUMBEREX P-TRAP DRAIN COVER No�9011 COLOR 5CALE: I/4`=I'-0" IZ 0 50ALE: 1/4"=l'-O" "HATE" (OR VERIFY COLOR liliTECT/OliVER TO MATCH ADJACENT Jil FINISH) Ill TEL. 61q 522 1-1-12. z 1. NO SHARP OR ABRA61VE SURFACES UNDER LAVATORIES. REAR DOOR HARDWARE: Poor hardware YqII1 Lv- 02 Mortise Doodbolt Q Q MIRROR 1 1/2"4) HANDRIAL ul PER. 5HT. A-4 5 N.RP. Hinges 0, Ill Solt L,4455 or Equal Ell A WTTOM _Jmay ------ _j OF MIRROR C0 0 -Il EL.(-12 14 UJ Z PROVIDE a > �Zlll V) SOLID 5LKIC7 A FOR EOUIPT MEN -T ig H.C. TOILE 0 SUPPORT SEE NOTE I AOil, SEE NOTE 6 00- 1 �AQMEN5 LLJ 0 COH all V) X: e ril ll >� J El Cl) E0 z tU <4 !ZE n 0 W C) z MIN. REOV PP MEN KNEE"'­----�____*l TO 46" HIGH -% ri �3 i Z SPACE PER, 01"44M SD-2) Fit oil la El 0 H.C. TOILET SHEET VINYL I Cf) owzco u I ) FLOORING TO BE ZZ FLOOR VXRY Eil 5" SANIT SHEET VINYL WITH z J => COVE SASE -------- y 5" SELF COVE BASE Ui e_ 4' -oil -oil MAX. 01-1 ? J ow C ck� zm F_)_ELE0._ ROOM LU 0 EMPLOY0. I VEST E) 400 A PANEL FRONT DOOR HARDWARE: ZM TOILET Mil J, i I C, I I THE FRONT DOOR HARDWARE IS 62 JI EXISTING WITH RIM PANIC WITH E_ MIN. CLEAR 12" LATCH GUARD 4085 VEST T i I I �1_ TYP. LAV SECTION 64 SCALE: 1/2'l)" -7-5 zo )NOMENS, A Date: I-Rilet Rgorn Notes. FRONT 4'-511 1-1 ­'] < - -­1 i > ENTRY 1-15-03 ll NOW 1. ADA Compliant restroom for a maximum of 4 employees per cbc section 1115b.7.2, 1115b.8 Scale: 2. Toilet Rooms shall be provided with a mechanically operated exhaust system capable of i providing a complete change of air every 15 minutes. Such mechanically operated exhaust systems shall be connected directly to the outside from the point of discharge Drawn: LD. RESTROOM FINISH SCHEQUI shall be at lease 3 feet from any opening which allows air entry into occupied portions of the building per cbc section 1202.2. FLOORS CERAMIC TILE Approved: RADIUS COVED CREAMIC TILE 3. Hot water and droin pipes under lavatory shall be insulated per cbc section 1115b.2.1.2.2 E -KALL BASE 3/8 WALLS CERAMIC TILE TO 60" A.F.F. (BALANCE TO BE FRI` 4. Sanitation facility toilet room floors shall have a smooth, hard, non -absorbent surface such N BACKING TO BE /2- WONDER BOARD OR Job: rn teri as Portland cement, concrete, ceramic the or other proved a Ila which extends upward 0 fro THK. GYPSUM BOARD, PAINTED SEMI -GLOSS ENAMEL I onto the walls at least 5 inches. Walls within 2 feet of the front and sides of urinals and water (N) DEM1511i CEILINGS 5/8 0 1 1 5/8" WP GYP. BD. closets shall be similarly finished to a height of 4 feet. Refer to cbc sections 807 and 1115b.9.5 0 o Sheet: for additional requirements. rm%LA§6 0 �3 04) INTERIOR WALL 3608 H.C. TOILET PLAN 5. Single accommodation toilet facilities shall comply with cbc sections 1115b.7.2, 1115b.8 grab bars, 3% 1606 TOILET V N SCALE: 1/4"=l'-O" 1202.2 ventilation, 1115b.9.1 lavatory fixtures, 1115b.9.2 towel-sonitarynapkins-waste receptacles, - - - - - SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" (N) I-HR. FIRE RATED WALL 11 15b.9.3 toilet tissue dispensers, 11 15b.9.5 interior surfaces. E- A-6 0 ---------- Ly 129 Ell Of Sheets W U z N Q w }� a av Z � �r K m as w J wa o� ww a� . =w 3Z z0 4z aw �o a aw ... � S a � oa J Qz _ =>a w m w w z a 0 2a �s a¢ N z rz- ¢ r wm N QY Z tr Ow Q. =1 J J m Z Z Z o w OZ w W w Z N W J � z Q U S Z N 3 S � Ow S w fit 00 CL -pw 0. z W _ z a °v oa zo v snag �a w w V N� zZ N _ m za w to O wz a N N q�, Uw U Oz U Ut a C o� vg a zzw z a �z a� w w� w L' 0 © N W w N Q- ti Z W O x bV) w 0 X Z w Q W N S Z H• O f Q O L3 li F U 3 W Q. z NZ Y J 2 w Q W 00 0 O N U w P 06 O < K 4 4 LL z Z� O a Q U g za _o � a Qz N 4 wU oc zc 4 ,r � 4 C C f L I (r Z 11 W 0 - Z 8 Z < - Y) I Y to . � Q �i I i a ­1 I Z 8 X - I-, 0 � � , !� , � 0 W , - X W -1 3: Z _�' - Z 0 I- , i5 8 . - I :) 0 0 ­ 0 M __ 9 It= 19 = , I () - 0% I . ­ B:� , �3Z 0 , FA 45 r,J 80 Z X "' � - i a 0 IN Z X 0 =: I I` a �J 0 i � � 'M 0 X 0� Z X D W Q. ::d) 9 a - 0 ER fa OZ 0 Q (n a t5 Ei , �_ Z C') - W T � � =) - � 0 iE Z ei I . 8 UJ �� �i � 11 00 , � . � a. ,, _. t � ir 2 2 8 0 M - Z 0 � I I0 W Q -F �j _- W W (5 jE =) X 1. � � 102 . Z it Y, - ­ X Iffin W (n Q� Z 10 Z CL �3 �; I Q 0 �- � Z . oy 9 ­ Y) 2 I I 2 � ­ ... L� Z . go � � 6 __, is 0 Ir th I ^ 1 8 6 1 0 In � 1. j ffi 1-1 � �; I ie 0. I R;i , S2 . , M � P �, 0 I " '�', 0 Z � 0 W � Z <) 0 I, (1) 0 9) W ZM E Ln 2: 6 0 f; - � I � � - Z 8 0 (L X i W W 0 Z iE 0 �5 11 80 a: X L_ I 1 2 il; 0.0 (/) Z � . � , . X I - " �� ­1 � - L� � 11. ao �iz S2 n ��_ . M E 0 n 0 � � R I �Zi ffi - 0 X Z X 250 __ " - 1 3 I- 0 M '� Z ac I (5 " ­ I K >- � ­ � Z a- , 11- v) 2 � �E x 0 1 - �i I W " I 01 - Z " - -1 , 11 _ ­ - 'Q . 11 9 , . X n 'm �, . !_:1 ± , DISABLED ACCESSIBLE � EAKTERIOR ROUTES . . � ,TRAVEL . ­­­ - ­­­­­ .. ­W,_..'_.___:_F_: � III 10.11011''..1010. - I. . I , . � . I ..;� I:, I � � � I I �. ,­­ I'll ­ � I . ' '''' . . � APPLICABli i i&f CA�UOORNIA.B+Ui.�DING,COD.E,(CBC) , I I I . 1. I .1 . 11 � I +11I 11 .INJNJIMIIIIIIIIIIIII� . I . . I I General $fto Development, . New Buildings - . I � . � . � ­ � a., Accessible diinking fountainaftlephones (When . I I Site developm. ent and grading, shall be, designed provided). . � to provide. a_qcess toall entrances and exterfor 9. Accessible features per specific occupancy + + . , � ground floor exits, anda=ss- to nonnal paths of , . requirements. I tra ve4 and"Where'necessaty to piovide�access, I � 10. Accessible speclal features, i.e., ATM% point . I - . . . ­ I . shall incorporate pedestdan - ramps, curb ramps, I of, sale machines, etc. etc. When. more that! one building or fac#O W + . I located on a.sfte, accessible routes of travel shall 11,27B.3 Signs. � be provioed between buildings I anda:ccessible , I At every+ primiI Va entrance and at every . . ypubt site facilities, The accessiblb route of travel shall I majorjunction along or leading to an accessible I be the most practical direct route between . route, of travel, there shall be a sign displaying the accessibie b�ading entrances, accessible site intemational symbol:of accessibility. Signs shall facilities and the accessible entrance to the site. Micale the 41rection to accessible buildings (I 127B. 1) . I entrances and facilities and shall comply w1th � I , + I . I . requirements found: in Sections 11 1713.5 through Site Development, Existing Buildings. � I �. . I . I I I . 11178.5.10 . I . . I I Site development shall be designed to provide . I . � I I . access to the primary entrance'and access to WALAWAYSIWALKING SURFACES normal paths of travel iti existing buildings. Walks and sidewalks shall not have cross slopes (11348.2.1) 1 exceeding 114 inch per foot � (240% slope). Slopes . along the path of Irivel' shall not exceed 5% 1 1 The accessible route of travel shall be the most 1 unless desowd as pedestrIan ramp in + I pract(cal direct route between accessible building accordance with oCBC Section 1133B.S. For curb entrances, accessible site Jac0fies and the , ramps refer to CBC Section 1127B.5. I I accessible entrance to. the site. . � , I I I I � . Walks and sidewalks shall have a continuous 1. Path of travel from public transportation point of commonsurface, not interrupted by steps or by arrival. I . � abruptchanget ih love/ exceeding 112: inch, and . 2. Accessible routes of travel between buildings. shall be a ninimum of 48 Inches In width. . 3. Accessibte parking. . Surfaces shall be slip resistant Refer to CBC 4. Ramps. I Sections 1124,6ond' 11338.7 for additional ' 5. Primary entrances. ,requirements. 11 6. Accessible path of travel within buildings. I . . 7, Accessible sanitary facilities. I � -,--- - I ! I � I � a I I I I I #2 , I __ I 1 I . I .- + �1_L T . . - ........ w­­ ! ­_ - ��' - I I to I I - � ---- � I - I'M - __ __­ ------ � V ;; X X X X � 0A I i X I OFFIC so I " i i i i i ", - I N � 4; ; . 11 ; A I i W.W I I A 14i ` i. , 19 1 - 11 � I ­ --- ,� : I # U I 11! I I . I 1 . 41 . ;, 4 � OANK �, : i I # I., 0 =0 'M .. . . 4 I I . J I 1 6 4 I .� 5 I . . I � i I I � I I 11 I ". I : i V, W. "I I .;�_ W I, " I I I 1. � - I , '. . , . , I - - - "I "I , , , , , . I __ , 0. - - - - - - - - _ ___ 11� - ''I I 11� - 1_1 ii J 11 11� *1 6 = � 11 1111 A, " III 111: 1111 11, � i 90 IN;; a ': * " 0 .. F --&!I * jW '�' � � I I, I � I I I . I I � . . � I I I . . . . I � �, + . . I SECTION ff2g"CCESSIBLEPARKING - � I I Dimensions: . Where single spaces are provided, they shall be 112,9B. 1 General. � 1 14 feet (4267 MM ined to provide a , .) wide and oull ;, , . . Each lot or parking structure where parking is Moot (2-743-mm-) porking,area and a 540ot (1524 provided for � the Oublic as clients, guest or . I m1n) loading. and unloading access aisle on the . - , _ . rov. Ing as' employees, shaff p ide accessible patkir , � , p4s$dhger iidIe ­ 1. I I . � .. of the yehkie. When more then + , ' required by this Accessible parking ones, I � I pace s provided k lieu:of Provided a 14-foot i 'n ,�secfiom I . , i e spaces serving a., pirtti&,WO - , � travel wide (42V mrn) space . for, each parking space, two- spaces can be within 6 23-foot-wide 16cated on the shortest accessible route of provided 11 I . . from adjacent Porkinglo,an' accessible entrance. ,. (7010 mm) area lihed to -provide a 9-foot (2743 . In parking facilities � that do - not serve .a particular I . . , mm) parking area on each side of a 5-foot (1524 . . building, acc-imsible parking Shall be' 16cated on . tn.m)'WO�V and unloading.access aisle in the , . ­ . I . the shortest accessible route of travel.to an center. 'The. ,minimum, length of each parking accessible pedestrian entrance of the parking spacesha# be IS feet (5486-mm). The words NO facility. In buildings with multiple accessible . PARKING. shall be pointed on the. ground within ,,, entrances with adjacent. parking, , accessible � I I I each tive-fbot f1524 mm) loading and unloading I . 11 1. � . I parking spaces shall be dispersed and located , access aisle. This notice, shall be painted in white I � . I closest Idthe accessible -entrances. Table I IB-6 letters no less then 12 inches (154 mm) high and I . I established the number of accessible parking located so that it is visible .to � traffic enforcement . spaces required. . � I officials. See Figure I 1B-18A. � I � �, � 1129B.4 Parking Space Siza. � I � Van Spolim(s). I . I Accessible parking -spaces shall be located as + One in every I accessible spaces, but not less primary entrance and shall - near as practical to a 1 than one, shall,be, served byan access aisle 96 be sized as follows., . I . . inches I (2438.mm . wide minimum and shall be � . ) I -I . � � TABLE 1113-6-SPACES REQUIRED I Establishes the number of accessible parkingspaoes required . * - -----� I 70TAZ N ' UMBER OF SPACES - ' I IN LOT OR = I . I I I - , MINIMUM REQUIRED AFUMBER OF SPACES - I I . . I I 145 . . I I 1 1 26-50 2 1 ­ 51-75 � � 3 76-100 I 4 101-150 5 151400 6 . 1 201-300 , 7 301-400 � � I a 401-500 1 9 . . �01-lwo * . . . I I 1001 and over . -1- I I .0 I � *Two Orcmt of total. ' ' I "Twenty plus one for each 1100, or fraction thereof over 1,000 . , , . I . . , - . � I � - . , VEOCSTPIARAOM TO so, O" , I A ! & ms= r Y PrC I .&_1,81% POESTRAN ROM 4 . 11AS's �. I C 5 �- -I.. � � � I . i ­ � � I � �� . , . . , . � . �. I I I 1��,�L 11 � 1;FM:1EEL STOP . I STOP . 11 N . - "THIN THE . I C'S / P4�1'4= . . � � g � INA"REKIRG' IN � I � I I Itypt " TYR � _A"1?I Ito PAV91I . NARISM", . PNOICNT LETT IA 11 181-M I 111T sey�`I - I ACCESSWE MIN. P - - - SM PAFXWG STAL, STR"S, PAII WOP I I 112915.5--� AT:%, N : 'M'PARKM� 1 11" III 4 CeWSR- LAMFITOMINI, , . I . I , 19,0014I ,, . � . . '114 _,_ . A ZML I $',iYVII I . SM STRWES ... ig rssint. I 1129S5. AIAM I A,M(NUST, I ON "O"i AT C9W(CR_ A SS ou PAWN411ST � I I � � � . . . I'll I . LpAoKi ., . . I I ­ I N - L_ - , . . -TV10. - __ � , ___ 1 iff� ---- ­ -- T-0- IAN . . 9W W01. , - I � . .. , � w, r- . * PAOXING STALL I I 1 $ 1 i I � . % I � � . r , I I . . I no -$falls WALKWAYSMALKINOSURFACES Detectable warnings at hazardous vehicular � Figure iie�i8s,i�Sipgje Parking Stalls Figure 118-488-D-oublo Piekl' I I � � , I I I Z . . Z . I ; .... 1­11.111­­­ ...... � ..... ..... ... ­....'­­­­ ...... . .. ­.­ ...... . . ..... ... .. ��.�"-..,.,."",�,.".,.,.,.,"",,.,�� . ........ .... . ........ ... � .. . ..... ___ . ...... . . ....... � ... � ...... � .... � ... ....... _­ ... ­1­1­ ..... _ ....... . ........ ­ ...... . � .... ___,­­_..­­­ .. .... ­­ . ..... ___.­­,­­1­­­ .... � ........ ....... _­ ..... ........ Abrupt changes in level, .,except between a Walk` areas. �1111_1'1' 1*11,11, ­­­­­­ , , . . � .r I I I c . � . . I orside-walk-andan adjacent street or driveway, -or adjoins a vehicular way, and 1 11 i . , , . ff a walk crosses I ' I : I % eXCeeding 4 inches in a vertical dimension, such the ' � ,ee I I walkin � . . - . 1 V surfacesore, not separated by curbs, Z de*nated van accessible. as required by Section towed away at own s expense. Towed vehicles I I I . � . � I Z 4 � may. be grouped - ing . t maybe reclaim, ed I as at Planters- or fountains .'located in, or ad � 296.6 All such sp 6, ei I , On I I I , 1. � , ,jacent � ,, iai#ngs, or"other, elon7ents -between the pedestrian if ia - by telephon the Santa Ana . , 1. � . . . . .. I .1 .. � 658a. " � I tructute. The words No . - _police'D,ept. at (714) 24-5-8665. CVC 22 to Walks, sidewalks or ddilbi.pedestr4p . one level of a .parking s . . . . I , .. 11 I .; W401 1 1 areas and-the,vehicular areas, . the. boundary , i � . I � , . . I � I i . . . shall be identified by curl V , , i a th& ground within . � I � I �Skprvje .Atl0dst.6 be, PARKING shall be pointed,: a :, . , _1 , , . , I clin I tween the areas shall be � defined by a � .. �. � � . - I I � , � . I t .4dadin 'd unloa. ing inches in height above the walkot sidewalk. - , �Vntjjju � . each ei0ht-1bot (1524':m-. m )- 0; can . d , 1had0tion to thaabove requirements, the surface Z , � - . I 'deMctable, warning which is 36' wide. � . . .. . �, I . I. ­ .1 .1 -.111W �,, , ' , - ' , 6 a W1 8, a 8, t , � , 4n,white , o, each accessible,�. 'eirking spac . Z ''Sla -a . . _ , ,f - - t h # h ve, Z , . % access aiste. Th4o.notit& h # b p. th t. 7 � . � ­ p : � Z . . . I 6 - m, tn)'high a. -surface identification duplicating either of the � . Z � .4 1 11 I and,, . surface -to warn -the blind-otpolential drop-oI , '. CB0 SeCA60,11:13'38.40.5. I `��es �(l I ­ . I I- I I Z letters no less then, I - �. /I I I � .2 . 1. ­ I . .1. I . 1. 111. CBC Section 1133.B.6. 1. I I I I � I I—, I � - A'em 'Mn sch 'es: � i it , I � t located so, that - it � is visible- - to, trV fit ent ,6 ,ent: follp 0 .'em :' . . . Z , , o . I I : . I . . I I ! i � I . � officials. See Figm I IS-. 18B � . . A ny obstruc tion � that overhangs opedestdan's I I , I . I I . � I I 0 Stall - . .1 � % I I. By outMed or painting th . or space in . Z . I I . I - I I way shall be a minimum: of 80 inches above the . . - Z � tt Surface slopes Of accessible ,parking: spaces. blue so o dl* , " 9. on . I II i Intn the ground in the stall or .1 � I I I . 11 .11 : ln''.,' h 'Ung color a walking surface as measured from the bottom of I Z vac - - - ft, sukabli contras Z I . . .1. . . � I shall be the (nihimam possible and. shall not e , W - 1, "O. -or I I.. . I . .1. I I I � I . I Z . ' I the obstruction. CB0 Section- 11338.6.2. � . -vertical- to 50 units horizontal IN 'fit h - ; I I � I , exceed I unit ( 6 ,,prb ,o vilew dopic ting a wheelchair with occupant, . @ @ @ @ � ' � ' I . I I : I I I . or, . I � 1 slope) in any direction. . . I Z . . Walks, sideooallis, and pedestrian ways shall be I @* @ @ ; . � � I t I . I Z . I .I' 'in `W f ' free of gratings whenever possible. &dd I I .,.g,- S -.I ..f - 2- � By outfih .. g� a pr� I whee � , . . I I @ @ @ * : 1129B.5 Identiffication of Parkin .,pace. or I . # ovie - o a lchak with . I . I . -4 ' ` , openings ift gratings,shall be. limited to, .112 inch in . . � .� , oup , t in . , . . off-stree F,icil-ftlos.: I Each parking od . I . I whitei On -bluo:backgroun.d. The profile ,- � . 11 I . - z t 'Parking; I ­ ­1 . 1. I I � an . � � . 1 � T.6rAPPAOX . . : ' � I , I - s.wit -disObOOs Sh // I I . .". I I I I the d7tection of traffloflow CSC Section I I I I @, 4@W . space reserved br poislon I I a view shaffbe,kiOaled so that it is visible to a - III � - � � 11336.72. 1 � � 4 be Identifie:4 by, a reftectotked -sign permanently :enforcement . - offider. when. a vehicle is roperly t I I , 4 � ... ­­ . I ­ . z . I @ @ @ � � rom: 91 ' -P I ; � d Visible f ' , the�s - be %1 es high . I i . � posted immediately adjacenI an I parkedin .1 11 pota'and: shall ., . : 9 " i- � ::, .* . .4 _ I . _ , �.J , , �' , ). see Y, . 'n I :,:Inches'' We (914 min by 91.4.mm . - . Detectable Warnings. A curb ramp shall have a Nt.k @,. @ @ z each stall or spate �co . sisting, of a ptofI .Weily of, by 4 . . . ­1 I ... . . ­ ­ I - I 1. I t "I -11 - I . � 1< I __.,,f,-N, q) @ . z I d6tk�blue F�0trreJ.18-1--'8Athrqiigh 8-�,80, detectable warning that extends the full width and '' . - � a wheelchair withoccopant inwhi *-o& . I I ­ . � I ' z I 1, ; I . 17 8 all- z - be - S�er� than I : I . . I I depth of the curb ramp JrWde4he grooved border - ___T � I � background. The s), n h "' � not I I - . I ­ I : 11 .111, . rrangement of,parking: z . I Space. , . * I W,r I 2 )'! *:an .di� A . . � I ­1 . z inches. j:f nm h I �,, 1� area an t, ­ .1 � � � I 1h � 1, .. ft 7 when the. ramp slope is less than I unit veI to J �4 � .1 ... I ­ ­ � . a bumper or curb shall be z ea. . I plar in areali I � Top th , , , t when in a path of travet'shaff be posted' at ,a I , � I � I - ­1 . .the . i "I ,i � - 15 units horizonta (6, 7% slo _EJ ; . '(202 inm)-,: I I m- . ,,. vid �a - ateO to prevent- encroachment of I I pe). , � , - I . I � minimum height of ao'hich I . A. , i, c I I . . , #t to pro _ed. I�'� ..., . 1. I— � , . 11 ­ ,, 1 7 I I I., . .1 I 11 I � 2.3r � 0.9. z . . ,`:;� ; � . of walkways. Also, � � I , 'APPROX. � bottom - of the sign ta.the. par -king- space'. fin, it' hed III over the required width - . I ' I � , . ''... z, , I . I . � I _ . . ATBASE i Detectable WarningProduotApproval- Only APART � � . . �z grade. Signs may olsobe: centered on walVat the .the space Shia be. so located that person with I I . . �. ''. . I I I I . .1 � I . I z : approved Division of the State Architect, Access t t " * , disabilities are not . . to wheel or walk I . 1, . interior end of the, parking space a. a minimum com.pelled , z I Typical Plan I , , . � I I . . � .9 beh per ed cars Compliance (OSAIA.0) appioved4eteclable � � height of 36 inches *(IRW �nnl) Wi� I I; th, )M".. "und k' _�:�­ i 6the . an their own. � � � ,,m. e par n , r, th I z I . .1. . I '. ' , � warning products and diiictfonaf surface's shall be � � . w -sidew *.� Spaces, ��desi,I accessible -to persons I I z w0yo,4fth are I . ­ . � I space finished grade, ground or W '. I I ' c z I . 1 7 . installed in accordance with CBC Section . I - : comp,Vng with �Secl. -1299.4, s `lton) I 1. . � I . li6h J . I - , 12 � she- Ill. �lw , cr sN# b6, provfded from each such I . I I . . rki � ..' I � I ,. 0 . . � - . z I including curb I v -rolo a0lfitioi, . i - � . - have an additionalst.g.. ­ . 'Wi , C � 11338.8.5, � h st6tIII "V ­AP,'0ssibl`I pa_ n, � I . � , q, spap., o: . 1, ( I$ f . I . OZHT.� i "t � �cessibfflly , ..u.ts or torn as ... as 'needed.. Ramps shall not I I � o c - 1 mounted below the symbol, a I . . z . I � I I I F I � . I The detectable warning shaff contrast visually with I I . � � encroach:10iftanyparking space. � . I I . I 11 � . . I I 11, I-. �� I * � TAPERED z I I adjoining �sutfaces, eftharlot-on-darkordark-on- . An additional sign shag alto'be posted in., a t , I, � � I I 1-- -, "_ " - 0 " EDGES I � I -19 . fight. The. material used to provide contrast shall ; WHERE � ce .,to off-street 11 .&Ztess.Than�Flve Spaces. � . I � . � I ' � . . ' 'fiiep I, aces are provided . . I I EXPOSM I I be an Integral pail of the. wilking surfac. 0. I . L When lessihan,00, ''ark'angsp 1 2 ' I 1-1 i . ' fi ­117 - ubioct to th I � z I I I � esje� r �� at, bluilWigs.orld ac 10I S 11 .1 1. ' I I I z .I: � I... * � ... " * ` 4 'd . I Typical -Section A -A . � :� . tegulatfohs,� ones1wI1b,e44,1e6t- h" 267 inm). vw, & . 7 . � I .. I ­ ". I''. � I I � � z . * I'd V ' . i � I . 1 43 mm) parking z andfined-t6prow ba:94001 i���� I'll 1. ,... .. ­ ­11. �: I'll, .1.1 - . , t 11 �. . I.. 4T.6 .11 ,� � . q . c ear y - .54 (.1 524,m-in) loading and un- .... I FIGURE JIS-23A - TRUNCATED DOMES . "I in . 1. I , t wr I 04w, I ­­i and' area and a . I . . mn7) in ,. I ­. .., �. I . I ­ I � ­1 I "I . � I ( "o �11 � . I . . . � � 11. I �:. I . . I .1 I .I. -I ­1 - I , I �f � ­ I 11A I 46 � rl^ rek iram.anf tp& f" f conspicuously, St � I 11sin 01ow ­ . 2 ­ A b Uflauffivimcr 1VOUJItIl alwa "Wwaym, - VIV, , � %fw .1 I I .0,� o . ing: , - _ � � . :,. �, � z I i .1 - . - I I ., ' I be reserved exC1#SiYe1Y Or � Z7 1 :"", : hd_ ' d III spaces, ,that the I I I " � Vehicles parkod,� in, desQaa e 'a=eSst I e: I I I ,, space I" � " ., I I I ' Z I I � .. I— . . 1". ­ I 4ense identified fo � r � usebyperions,with d1sabilities only ; not displaying distinguishing- plecatIdIS'Or 11 . Z I .1 11 �.. .1. .1 I � . � . ' I � . plates issued for persons with�disabffifies may be, � : i . . I . i . z I � I . . . � Z I . I CURS OA OTHER Z i . -, ..... I I -, -­­ I � � .. I'll, . I I I z I . ; . , I I Z ,oc0c,"jury 4 70 P^P4,00 PEVESMII i f; 0 11 : NOCURS ; �Ms - I . I I I I I . . . . t . . I I I ­ . � � I I.. ­,! �,% ,,, � I . I I I I . � 2 . . . I !Ili!:! I . " I I . � I '. I .. I , -I. I i : I .1 . I i '0 I ": I 1, I . � 1. I ­­_ 7 ­ I I . I I ! .11 � I % ; . I � I . i � .\\ \_ z I I _?V_ I � i I I t I I . � z � 11, � I I � I , t � .�rVMEEL I CA � � , - I , STOP ,Ft%OF . I . . , VEHICULAR WAY , � ,,� I �. L ., � . __1 Z I I � I .1 1-11 t � i �, *. � . zI I - � . � � - ­­� - , AT W i . "I"M � ONO ER t I I I I , Z � � � Z I i . . � I I . I W UK WIDE � . I � . Wma , I ., ,6ETCTAKE WARNING Z � 7" 1, � � Ata's * . � P I .1 . PME 0 Z S Z I . I I I M, I : � 1. I w I . PER . Z I I 1. PAWO . . I � � r SEC, 1. . I � � I � . I Z .. I i Jiml-,". I , L Z I 11 I � . Z . . � 1150 I " ., . I 4 � Z 11 I . I � I I Z . � I � , . I I � Z� 11 � I I I . .. � I . I I "I . I I � i . . .. Z � ' 4P . a r � t%FdA , 11%11A I 11A,TE , 1� \11 - 4*4 , Ir EC&F ; eMVNTS "..,.,�'ll'.1.11.1.111.1111,�,.,� . ....... L­ ....... .... 11 ... I ... 1, ...... ... I...".", . ..... ­­­­­.­­­­­ . ..... � ... ­­.", ...... ... ­ .... .. ­'­ ... ­­­, ... . ...... . .. � ...... .. ­_­'­._­ ... , .. ......... ... � I AND I OF�THESE RRIESOULrASSANI'to \� : AM 0 1111 01 � 'OR 01bL t "SIGNANO . F � \<_�-101 . � � � CONST . � , . � � I . : Z . .11B i ,king -Stalls i X Figure . -18C-099"O.I:Par � i I i I t I FIGURE 17 � Z Z I 1. I., . . .1 ­.­. . -1- ,� I - 666t,� __r, . 11 , IS 77- .3) APPLIII�AWE . 2wi CAUFOaNIA WLDINGZ5� � (ce . � r � 1 11338.5 Ramps. 11335.5.1 General. Ramps. used: as exits shall conform . � I . to theproWsionsofthis.se0on. Anypeth-cf1tavelshall I I be corisideted a ram p if fts'SI is .greater than' 11 foot I . ­ � fise in 20 feet of horiionIal.m.6 ($%,gmd1lI Theleast possible slope sha# be used for any ramp. . . . . . .1 11338.5-2.1 Widths 40orexits. Thewio . of tamps I � I shall be as required for stairways. and exits. Pedesiran ramps shall have a minimum .,widihl of 4 inches. � 1133.5.2.2 Entrance and,special occupancy. . Pedestrian ramps serwng. er?MYxvs tobLdldings where ramp is the only exit discharge peM. orserves art occupant badof 3W or more ihallh4vo a - midmum claar width of 60 inchm Aampssembg Group R may. be 36 #7ches dear IIII when the oc6i�intl load is 50 orless. 1133a5.Z2 PrIMIaryentranceand special � . . . occupancy, Pedestdan ramps serving ptimary ' . - . _ I enftnces to buildngs having an occupant load'of 300 . , or more sha# have a mini%tin'dear'iI%I of -06 inches. � All other pedesthan ramps shall have iminimum width Of 48 inches. I � , . 11338.5.3 Skpo. The ma0mum skpe of a ramp that . - ,serves any exit way, praiddes access � for persons with physicaf disabilities or is imthe path of travel-shaff be I- - . foot rise In 12, feet of hi�4��ial run (8.3%o -gradient). . . . - � I 11338.5.3.1 The cross sA:Zw of ramp surfaces shall be � no greater than I unit ve4ull.in 50 urift hofizonW (2616 slope). r- W14FW NO DOOR * I WNCHS � wwwDOWSWINII W-OAI OWOLM.DWG wom-4.-MIN.Ftogoom * __11 , wom I I 60. __4,� 11 , - I *00%1� I � . I . I .1 . I 0 1 10 . I 1*1 .W Ott. I . 10 40 I � � I ., . I 40- I jo 0 10 �, 11 0AW IN r&.0 00' 11 � I , . . . I I . � I � I I - � � � , - - B-WAAMUM H60WO 1".. 1. 11 ,' . I I . IES . OFOW"PAMAWYARY � I .1 I I I I 11, 1, (a) RAMP WITH INTERMEDIATE SWITCH-BACKPLATFORM - FIGURE ItS39-RAMP LANDING � I I 11 1133B.&4 Landings Ramp landings shallbeinstalW , , I as follows: � I I 1 11338.5.4.1 .Location ofland Landings shaff be r? in & ided at the top and-bottornool7each I-- ' . . , IbO di9d atihtervt[-� gs shal -ptovIII , exceedng 30 inches of ,. 1 . 5 so.andat000h I'll,, �� I'll , ofdireefi0n, IndiNsaren . .'-­ 'In.-.. � C)nml I _1 W. I �.. 11 I I . I , , I ­ , I . . � � � . I Note., Pce "' Is are as, follows. �m&es of ra d' -I,-- -- ­­1 _11 ___ m . .11 I I JI - _____ � --- 1_­_1__­_____ __ - , - - I i ­­ __ - -1. I I 1;*;jg�t"'j-14 RAMPS I ­1 0 . ___­___ - _. 1'. 11. I I � I I . �, - _____ � I 1 113W.5.4.2 Size of top landings. . Top landngs shall be not less than,60 inches'wide arld shall have a length of not Im ftn 60 inches in'the direcdon of ramp run. �� 1. 1 1003.3.4,4 Landino. Ramps ha*g slopes -steeper I . 1.11 than 1 unft'vertkaal. ih. 2-0 units horizontal (591-5 slopel shallhavela�d , �W�s, at .the top. and bottom, and at least one intermediate landinI be.provided for each 5 , , feet of veft.al kge measured between the hoftnial , '.01ansofadjacentlan0ings Top] , , ah,dings and �hilorrn )a6dings: sha Itha vea' dimension 47easured in �the, direction of ram. P nin of not less than 5 feet. Landings Atthe-j���oframps shaithave a dimension in the direction of remp run of not less than 6 1 feet' . I Dom inary positionshall not reduce the minimum dimension of the landM' to less 6an 4-2 inches and shall not reduce ft -required Wdlh by. more than 7 inches (f,or HCD11AC) 3 inches when fully opened . I I . W . . here ramp awes$ is provided tocomply with the requirements of Ch;pter I fand a door swrgs over a � I , . I , Widba the, , . . extendat leastV in � , �� � I'll � ... � ..... a thel latch 10 ,of the door, measuredpam0el to � .. . ' - I in the] I I �� I and.sha.11 have a 1erx,0 ...... ­ ­ , . IN I I � . ­ .� measured -in. M. e �t ,� � ; of travel through the doorway �� ,of not less than 5 Jeot : I . . ... - THE STRIKE tDOE OF A I . GOE 0" WIVIII I SIVE-701A Cf4 T -fl , . T 24* MIN. EXTEMOR AND III MIK 44TER108 8EYONIJ, $WINGS I . I - 1:r_ & "' 11 I I 91 r oc:) � (vit �; I 11 ___ a LW '1014;_= . (b) RAMP LANDING AT DOORWAY F-10URE 11 "9,RAMP LANDING AND DOORWAY - 100114.8 Sivr,faco...7b&sutfaceotrampsshObe , roughened or sha be of slip-resislant materals ' 11MB.&4.4. SWke,edge.eidension, 777ewM of the landing sha# extend 24- inches past the sirkla edge of orgote, far.e'xiefiorrempsand 18 irwhes past = ed, I 0, for interior 181I � � I , I . 11 5.4.5 1 t . I I . . � I ��� LLL intermediate ` 11 r 1. ? , 401hshaltbeatfewtthe ' I, I sameas " I ... 11 .. .Iamps. � I , I I . 1 11338.5.4.6 Changeotdirecdon. Intarmediateand . . a, .1 1. r .In ss . . I I I , Ia nsion in the direcfidn of ramp I I � . I � I I I � of not, less 1han 72 fthes to accommodate the !I hanI extensloh. I . I . � I 1 11338.5.4.7 01herlotennediate landings. Other I intemedIate landings shall have a dimension in the . direeffon of ramp run of not less than 60 inches. � . . _____ __ __ --- ­ ------- I --- I � I I I � ­­, ... 1.1­1 ... ­­­;_ ...... ___­111­ .... ­11­1­1.11­111.11.11.1 ...... _,,:_.:­k I-I.,��1.1l.-I'�-'.�l'.1��'.11��..'-'�11-1-r'Z..".."'�.I.I� ... 1,­­­1 ...... 1.1111.'.."­­ ......... .. __.1.­­'1­-­1­ ""I'll ­­­­.: ...... 1-1�111.11,11,�.,�..,...,.�,,�l,"",��.,�.11-11'..",",�17.1..,....",.."�'.I.,"'-'."'-I ... ­­­ .... . . 11 . ..... ­­1­11".1- 1­1­­. ­ I I . . � �: " '.11 I I � . ­ � ,� , � I .1 eki. I � 1. I 11-VI MIN "31,11p., I 1-11r MAX ' . 1. I I . It I -,-�- d , 11336.5.4.6 FOr sA.' 5,,or M m s no pov"o , � .. wvi�r . I-V21 by Sec- IIII 11,338-5.4.- 11� landirig : J-6 Orvv�d as I . 11 . I �i .... :, - 1. I :1 I set foith'in 36oWn.1 1338S;4.1.� I � I � I I I � � I . I I I I � 1133B.5.5 Handrafts fbiremps. I.. 1� I I I . . . 11 . I . I � . I � . . I � , . I 11338.5.6.1 (For DSAIAC) HandWs,are ri-squII on, I . . . . ­­ I I I ­­ .. ­ I � I ramps that proid, *. 4ccessff slope'exceeds -I fiboffise I., I � "I I , I � I I 11, 'exoopt that,at � I .. - � - n (fi% 00 i 10p�,,. , � .. in 20 feet of- hodkon ru ' ' . d' , . . . , . I � �PlVlre. "on � I I ," ii* ,,'Oro .not..:,* ' * -ad' , , extetior door landings - he, -d =146i [L�_ :1.. , k , . "s"k l� � . I el, � : ZL� ,, 'I tamps less- ftn, II r�e t 1 '72 kidh' . . . � (a) � . � 1. � �Pr ,, " � I � , � handrailsshaffbe li'4ced��O'no'-$'*.,sido"6f.�e4l,4�:h''"'P', �� .P : , 4, .70 , .ram ' ' ' shall be conghws-thI 109. th. ofzhe',�Ov­ - h ff , ", I . I ... , 8 4. l-be I ­ I � ­­­ I ­ . � I - 11 ' �O' 'm ­ ,.,: I 00 'd 34 to,38. inches 4bo ,the r , ce'sh ­xt'h, vrIa,psur-la ,, , a �: , W-11. !a � i., I , '. .11 ,. � - fbb ' offt I d, I .1 minimum of I loot bi ­ i th A aild ... ; . = e. V i Nom'.. * ' ., 11 "I � ramp andthe-ends". :406 led "N i 7draft .' . � 11 be I I I , m- .I., : ar � . . I . ess I I . . I., I I W ''I . ,. 'r ­ ­ 'I .. FIGURE-11B46-STAiRHANDRAILS all 141.1'. prqi�cfihg frm a shaffhaV0:-$$p.a0e` 061t, . .1 I I . ,, .­� . I I � 11 . . than I 1/2itx*e�be4ii��#.w.i4wi�4))doi6:66n6i�i�*/�*� . � I . I I , I handrails may be bcatedinArik0ss ffftlOcsss is a 11=8,05,141-9 1, H&,ards - equi ... I ­ - I I— ... I . . ,. ,R redtamps sha# have a , � � , I .1 ­ ma;dmum of Jinches daig WO ., . . .. _ p . , 0�0104s(48' � - 'CW6.,at least2ill0els.. hfgh, Vr-'a.:.wheal gy1da ra112 to 4 17 � 1*1 h:L , Ia, g­ po* , ,,sh, * h , Is -11 � I s.1d; �'f , -1 h i, t a I vf hI - I :Tme. : .,. - r . inches above ffie4op . , . . � . _ n aff I, dw the tamp a Ong #m has o. p � . I � , , ' ' 0), � ro , � �. I .., - 4 �* 11.1 1. � I . � , . ;:: * r I oie- � n I " " ,&Ve norm' '' ft, 1: �2 , - , veit-oaj.i - x. I , ,:1 , ,I., ft Ij not be less than 1 114 kx*. I I '. 1. ­ I ;;;� I., aI , �. _� i �' , � . sh I � _ II _ .... rI _ I , kidies and thatis, not � .1 , ­ 0 ' Ivapnt _ : . - ' bouildedr ' I ff i , , - . - ­ , � � , inches, or the shape P./v"00,07 _W , %.. � I... " I . b 9 or'' ­ � ..;,Y,a W , ,: r. ".. , 1, �a '. -s IM - I 11. , . ­ � I 1. I I 11 gnppingsut,f�emar.id:alf,sLiil*5i.���h'#'bd. ": 21h,vW6' 11 7 . . � I I . , no shaip comers. Handra&,�hiffn& i6faA6- iW0jih'Jh0k , , I I ' " * � " ' � ' _ I 'h ,I the .ramp sufface Is . 113381*&6,-*Wh"1: iddl , ftngs. Any wall or other siirIIII iili�, t:6� 1hi. � � �, 11 I #_ 00�,':W, OF , � nogt6d6ri".6ya waltor-thaw aid'the 4ampoxceeds - aslypee . ,of: shaft' handrail shall be free of sharp briabr ' ' ''i hments. ,, comply with one of ,the � ' .; ,, I . minimumm'60sOf �` A' ­ " f � . . . r . 01 I Edges sh611I ve a � . 10inch, ow 1, I I � . . . . � � . I . I 11330,14.1 A 1piJeculb a -minimum of2 inches in . �, � I I ' ' . I ..I., . __tm,12N'.�_ . 1 12' 1 . hek 11, ' ' ch s " 'or I . jN�sha#bepioildat:,ft .Oderofftnv p; � GUIDE RAX � I � .. . . � � I . � ". I 11 I I I � _�Mjkt_ � C CENTtRW AT I I . I I I I . . ' -- . � . 7- � � � 3.: . t- HIGH : 913M.. 6.2, A wheel guide. 1 ' rafl shall beptotdded, . � � I I? I � , nier 3,'#I, pAu or minus 1 inch above the I . . J JIL I 1�1 . � I - . surfaceof#*ramp.. I . . . I , .. I I 1. . . -I I I - � - � I . � . I � . I - I � ,I- - 1 - -1 I - I I - , . � : 1133BA7 Rainp Own,_ 3.0. inches -above ft , I I I—: Is more I I, . (b) GUIDE RAIL I I IMUIDE RAIL DETAIL I i . . . 1 t . T0.16urr -DEMN � "I -10 , � . � I . I � � . � Cy� .. � . I - . 1, I . I I . , " Ir - *1 , a 'A Ramps. open on,one,orbath ZN4 . , LH rit io t i L 111OVS111"d oi!I . I , , I . I ;Ut . I I sides stW1 have � *004k as I�46IW by fts, selaon. I . I ­ I I I � - I ,. . I - - I I � � � I � I . 1. � . I 11 . I . ­ . . : I . I . . I 1,1313as..,Z.,I.,Whlw.wrequim'd.� Open andglazo,sides � �­, , , � - . . I . I dr ". .1 ­. � a6div � mas .. I M aro,nioro, IhI inches . . , I Mills, I "I � I 11 knd, * � .1.1.1.11'. .11 ­1 ­� ­1 ­ . I above# 44 , . O(WOborbelow, shObeprotaciedbya FIGURE i49-27- RAMPS A � .. 1, :.,: 1. .� :� I . 000* : . . . I I I I .", � . ... I I . � I I � I 0900A"'77* -top. of,guardrafisshall not be -less I , . . , I . , es i - heil ,ftn42:1nch In ght - � . I I � I � . . 1133HAU Op,eno,ardrallsshailhaveintermediato � � I 7 ` , a, I I I sud� that a sphere 4 �;iWora#omamen,wpa am- � 'L.: . I I I _. -#;d,m''ihl(flaMeW*�'�p#!§��glilou9h- r ' I I I I . . ­ . . . . � . . � I � r I I � � � : i i . I - I . . The DA(,,Ww0f#*S&ftA&*VlXoffib9 oil . . I . I � , Z ,�N�. rhmfWWWAINIP&I V ­ I � . : ­ 1. I fcrdA3kVm 1:9 . I I v � ; I A=AaW,0#nor�&w,(VP1Z,indo.ve# , R�w q � ; E-EkmotWammsiow ta .. Z � I K-K0J&9adW&ndPM4dkWDbWAVI Aft, I 1. ,"INN, IN 11 ll­­-"r�I , MVPFAr_"=F �0 I , � . . ; - � � � . � � UMENSM I � I Z � t t - . i I , � 0 I&T Id"W"I 101011KAFTWMMY � III fair 11 * , I , _01WATVAN, , I . . I it I = I& I 11 " ..... ..... . � . . ...... .......... ­­ ... I ....... . ­­­­...­,­ ..... . ,­­­ ..... ., -."'I- .... . . � ......... . , .... .. ... . .. r ..... ­­.­­­­'­­,, � I - __ I � i , . . L . , Z .. 11 Z I � : . : � I __ t I . t ... ­111.111,111­11.,­ ­­'­­ .. ..... . ­­­­­­­­­ ..... . ","I'l,"I"". 1­111. I . Z Z I , , �­ n0ll,RE 11158-1-WWE6M,A=NnKG 11EIII E3 �� .. ­1 � 1. ­,-­ ­­­.., I 11. I I.... ­­­­ . ___ �. .,. .. . , I � - I , , , �1; " _ . 11 I , . 11 11 11 � I " , a _1 . I 1. ., I.. - I ` 1. I _ ­ 7��,�--,­- .: i ­111 ".. ­­­` .., ­ 11 .­­. � APPtiCiSLE 66biS.. 901 11A 1BUILDINS COVE' ('08C I I 2100i CA 0�cpmdlke cooflm-') 11178.1 WaterF , ount,ains (Df inkinI ' 11178.1.1 General. Where water fountains are pro wded, they shall comply with this section, . . I In new constf uc#on, where only one dtinkng lbunWn area is pAwded on a ftor, there shall be a ddnking fountain that is acceI to ineividuals who use wheelchairs it? accordance.K*h, Sedian 1115B.2. t.2 Ii I . �� . - - � i #,, ;JIII* JrJ ..... � ,MV_& IV, g . � . --- . jus wt 0 a M�� ��� , . - - � Ill .. , I , -0 J! � �!,�4�, �:',:: �­J: * � " �I � :_ - - - __ - . IN". =_ 1, a � �# �*, J , "I !; ,�� : � 1i6 ATANNJ:�* !,.. 11 I .. - - I I . � � , , I .1 � X _ , .0 1 � � . . , c � " " " ,4 , � * . � �� . I - "I'll, - - - ...... .1 , "I - �__ - - , I I . .- 0 . . * & . A a � ___­�� �_.­ I - FIGURE 11$6- I -SUGGESTED NOUIMNO HEIGHT$ - 1:Ti , � I I . - . 1.11, . . . . . ir.q­c�� �,� rl��J�111_ I. ----- ­ -1. I .. 11 I � I ''I 11 I - � ­­ I ­ ­ 11 11 1. I � I I � . I I- _. __ - _____ "I'll, I I I � I I ; I I ��� I *Y .. & _� I I I �� I,, � ��� I I . 4 i 6 � ..... I'll, , � 11 I ______ . I i I : ; . � .1 _____­________ . 27* mA , 11 I . I � : � J . . i ................ ­111 I . . I I I � ....... .. I I., Amews ftm cacle mqWtenxv1s andrapum a wMan &�*V of wreawn" hanf_,�ft I ­11I � (8) Nonaloove, Wing Installation I I �jw,�,, - I F I 6-k4X. I I � � ____ I � I 0z; I I � I . . . . . I ... � I SlAtAk.- � ;i I . � I �- I I I W I I I-1 trl._ - 1-1 1% 4,0v, '-, 11�1 q440 I I (C) Alcove Installation L FIGURE 11 B-3- WATER FOUNTAINS 111111111111111___ ........ "I'll,�-,�.11�'ll""�'ll,�'ll""I-11,111,111,11'll""�,,� ............. � ... ____ .... � ... � ...... � ..... ­ .. . .............. � . ........ :*Mw a - gam:lw W 0 . I . I IIIIIIIIIIIIIIIIIIIIIII 1. ­­­ ­­-­----- - 11 I � --- !­­­ . 11 ­ . ' ' i - . � I I APPUCA6LXWVEf'2W,1IQAL*6 IA:6iAXbIN ;C604i'mac) � � I � 1 11176.2 Tekphones. . ' 1117B.P-1 G&II I ff publk telephones are prot4dect they-sha# comPlY wN1 this seaon. to theextent required by the lb#6vi�ng table. See FW-re 1 IB-4. I I .... I ,,"I'll, ;; ............ ,,, ...... , 11 ...... .......... "I'll, : � I'll, I'll . ...... . � � I., .... � 1. . . . . . . . . .- . C'I )%.a "&ft�­, " , 105 �&YI . . . . . . . A1ftn;^#i^#% ^i � . � 11, . MX*W of eam MV ot . I . A&*Mo Wnftr Of 11IRAWhOW te4*W*PMl,i*dCMeaChA.�W cw�* %76,7 sft� . . I . ,=to , 7q I I I or mmskoo ur* - I I I or at A%W 0 Pexvnt of releph" - -1 I WWS)Pff&0r , � I I tekowry bar* � , I or at I&W so peroe& Of weptow Ur4s) per tw* - � 2ormnbluft "I . I . 1CYfttk.W_10P.Ii0A0PftM 4JWlII*atMW I &*#VWPff iIIneetft for a for"d reach I I � 11 == � I I . I 11 , .: �� I 11 CA CA I vlr*, INN" WSPtwe handset w4h fadiahng sound waves. . . . 1 .11179.2.9 rexttelephonem' . . - 1117"9.1 Wher, ' e required, ff a -total of four or morepublic pay telephones are proviobdat Ow intedo4d extatforof a sfte, and 1fat I least one of the total is in an intehor 1=fion, then at I kaSt one intet . . � , krpublic text telephone shall be � . provided Text felephonesshaffoomply wiM #w . requirements W Seclion 11 1 7829:21 1117,62.9. 'AW*nWpub4.--WepAo,wmaAoMWWataVhOV# � 11 � � I I I - I . 1 4 * I IV WX' " I C'LEII e 9 41' MIM n%fl A I 1111,&= I � I I I � I Ps I I I 1 OPTMAL 4 ____­____ , I I ;�, I t4w PLA" I -.1r 21, � 0, .A� I � ELEVAIM (A) Side Reach Arrangement , . � I � - , - F -- I a T_ L, Trn, t. MAX. I� - to I I OVERHANG 14 WW16 1. PERMIT)'ED I 0 1 1 1 , a _4 1- ___J W&I ._r �� --� - ELEVATION .1 � KAN I (a) Full. Height Enclosure I . . , I P_.1 _____ ­ I I I&I I., ITI 1Z T­ vi 1 i Y'..1 � I I I I I h yt--� I 3VX4r I I . X I I - I 0 M I i ' ff AR I ' F ��' AF � I., I A-4 , - 11 -----I REVI . PLAX 1407t F YJS LESS THAN 3MCHES, r 2 "f_1F Z ITSH(IeFtI4"I" Tt"AM Y L or 11,84 X SHALL MMWER THM SHA :. 21 INCHES GREAMT14AN30WCHES I (C) Formrd Reach Arrangement FIGURE I I S4-MOUNTING HEIGHTS AND CLEARAICES . I . . t4t."r4CLX1L,&_,V,*�1._ � I t I .1 g � oil, - W .10. - r1pair pers ns. I , olephones shafl 4mad PPO ,wfth a t ..... ��� - . I r I - *_ -- �� �� , � I - I . ITi �-,M,-_ I .11 0, ;ubii- le -- - least . . I V bwkand 4 161aloof, � . kt 25: , of � U-XVJ�1A.,4W# Of public ".." - I ..... .. � 1 11170,2.10,' 11178.Z. It and .1 . 117B�2.12. � . . 1104B.1 General. All Gr�up-A 0=pandesshallbe accessIbleas provided inthk d%W&�. See a6w the geoor.ii-reqoitmientsristedinswion Y1148.i.i. � . I . I 11048.2 Assistive-fistening Systems in Assembly ­ . 1. . � amas� AssernMy.preas,,conf4e,re.noandmeefing . � tooMs ploylt**A':�'.is#ve-list.-IlilvsAteins for pemms nI he&-Ing impahments as provided III Mis I seoffon. . 1. I � � EXCEPTIOAk This section does ,not ap* to s)II usedex,dusively,forpaging, or , jt�ac*,groundmusiq,ora combirationof these two uses. I � . .1 . � � 1. Number of pwI relceivers required. The Mirhmum number of receIII to -be proWed shaY be . . equal, to 4 peirvent of Me. 161al number of seat4 but in no case low lhan two. � I I I . I � . I � 2- Types of 11staning systems. T I ypes of assistive- fistenI s=temindfidti,..�but"not-li,mitedto,.audio- I � I...., .1 I . I . . Is, 18I frequency systems (AM or FM) . and infr-ared . ''.. � " . , . . I . I , I Locatton. ##,70ass4stfve-listeningsystemprovided WUh#mf10d`.10 spedfid areas or seats, then such areas or seats shall be WNgn a Woot (16 240 mm) viewing distance of.the performing area �', I . I . 4. Signage. Asign'sha#,bepostedinaprominerit � place indkafing the availabilof assis*a4istening , I I I .: Include the intematiI 66,dceso , 1' � "'I' , . ': t . ofacI for, ' ' tiss and wb0ingthatstates � , 11 . I � � I I, "AsslI;1ening e� Available. 1 � See Figure 118- 14, . � I - I I AWS0.11I I I LISTENWO. I I . . I I SYSTEM ' �J . I AVI . � I : I I L- "I'll, ........ t (b) 01 $PLAY COINI SIGN. SEE SECT*N 1$0482 1 . . , FIWAS 1i 0-1441IN1=71IIIII ACII " II I . REVISIONS BY 1 APARKING LD l tPnATP'q I I I i � I � a � ii ! I , i � 14 , a I � 11 I N� 4 � � Ii � � � 4.1 % 1 0 � � � , , - ­_, I "l-, - 1. �� I I � � I .. , . I . � � , .10 �,, , -, - - .1 I ,� , I I , � � I L�1'1 , �, � "I a- , ,,,,,��', - \ � I , "I'll, - 0 ,__ ,_ , .I � , :: ... �`_. - _ i I � I _1.� P-4 0 CIO 4J PE-4 rl . 0) co -114 Q) I 9 �`l 00 = 4� M,t '-'4 ,g� r�o .�� C:) �� �.4 ­q I-q tZ OU �� a) 4-)O) ,-q @) 01 Ll- ­-J Q �-4 C� W IL, 0 Cd QQ (1) 0 ::� 4 - P12 V W .4-� Cd �J 0 C.0 r, 0 -<', 0 Y) - 4J = (Z co 0 -,t -f-j `-" �. 54 E� 0 U� -�� 9 b d ---t, 0 cl�) I IIIIIIIIIIIIIIIIIIIIIIII� I r 1�1� - I ­1 . . I Ae­ ,__ __,_,,�,., Y "�,V'� , , , 1�� , " I � 11 /��.., I 111. '.. � ,,, � I - �,_ ,�, - 1\ \��, 41, '111k_� -1 _� � tFA_� ,� -L , ,._(), ` . - -1 j- (411, , , , ­ VAN � 11 � - I I , I , ;;::z, " � -- , � ,�, , I'�� , lt�l �_l � ,,,, I I " "_ - 11 1, 1 114 ,-,, � '� %--t ,,,,,�,�'_', / \ I I >1 1*% - I I - , , , � I ','�� , I ',�, '. 1 4" ,�,/ I , . - - _k --, , - __ N I Fa V2 W = tj 1� # # !� a P4 Iig 9 I 0 W M C> �ZII $:Z 9Z , 4.4 N Y) -!� "a 55 E-4 W U - M 04 E-1 U Z W !�, W .0� �IIIIII,,,.4 1 a� ::� �D 04 0,* A I W aw E-4 g �> al CV 0 Z % 0 1 Z 1-IIIIIIIIIII M.� rn W U t.) P-4 Z 0: - U < �v U) 40. . 9 0 " . _!4 21 C) E-4 M 0 � �� 13� ,4 E.I U) 0 _-I III '1� 00 E-1 2 . W (:) 0,;d� @9 =04U W �4) 2 V1 0 8 9:4, E-4 0 , M 15.5 1 ,4 OWMCO 61 Z��E-I " (1) 9Z �D I-4 0 .J " . �) V) N 0 W­'d M r_ " F- 9 w E- U E�l � W 1Z in f014 Date: - - Scale: Drawn: Approved: - 'i' Job: 0 1 1 02 1 CV Sheet- W ,I' E� A-9 3 0. Of Sheets �Nkp�, NO REVISIONS I BY A1-14- 4 PARKING LD I 1PnATFq Z Z (Z Ld La w Z 0 (x cr) ::t 0 w LZI 80 Z m D_ So w N W a, CI. n _3 im z on Fr w OZ z w w Z < 0z Ld t- w a) u- 00 cL z w w En z w n- z o 0o ct: Y) 8: �, oo Q o 0 1 z w < w a- c) 0 Z w Le ZZ lo_ z x Lu w z 0 0 z ol z 256 a, wo 1130.1.1 Entrances 1117847 Entrance signs, all, buildrig entrans th o accessible to and at, ar usable by persons with disebtlNes shell be identified All entrances and exleriorground-f loor exit doors With at least one standard sign and with additional to btd1dings and facilfts shall be made acces- directional signs; -,as required, to be visible to sibie to persons with disabilities. Doorways shaff persons along approaching pedestran ways. have a minimum clear opening of 32 inches (8 13 min) with the door open � 90 degrees, measure 1117847 Mounting location and height. posite between the face of the door and the op � � n heiglItshaff be 60 es I stop. Openings more than 24 inches (610 1 mm) in thefin! loor to 6e: ter line 'Of the sign, depth shall comply with Sections 11188. 1 and Mountfog location shallbe determined so that a person may, approach Wthin 4tinches. (76 mm) of signage withoutoncouniefing -protruding objects 11338.1,1.i.4 Gates. or standing within the swing of the door. All gates, Including ticket gates, shall meet all applicable specifications for doors. 11338.2.3.3 Revolving doors. 1" "i DOOR 11 Revolwng doors shall not be used as requited . entrance for persons, with disabilities. ao, PRESSURE FROM DOOROPENER 101 MIN. BOTTOM PAIL RUBBER BUMPER ON CHAIR -` Figure 11B-29-Door construction FIGURE 9 1=8.2.2 Width and height, Every required exit doorwayshad be of a size as *10 permit the inslallation of a door not less than 3 feet f914 MM) in width and not fess� Mail 0 feet 8 inches (2032 mm) in height. When installed in exit doorways, exit doors shall be capabielof. opening at least, 90,degreas and shall be so mounW. that the. clear wfdth� of the exit way is 1701 less than 32 inches (815mm), Incompuft the exit width required by Section 1003.Z.$, the net dimension of the exitway shall be used. 1133B.2.4.4 77?e space between two consecutive door Wnings In a vestibule, serving other then a required exit stairway shall provide a minimum of ,0 inches (12,19 mm) of clear space from any dom opening into suchwastibule, when the, door is p ositfoned at an angle of 90 degrees from its closedposNon. Doors Ina series shall swing either in the same dire0on or away from the space between the doors. 1133B.2.5 Closer -effort to oWate doors. h1aximum effort to operate doors shall not exceed 5 pounds for extelior doors and In lerlOr doors, such pull or push effort being applied at tight angles to hinged doors and at the center pfan of siding or folding doors,: Compensafing.device-S or automatic door opera- tars May be u0zed to meet the above standards When fire doors are required, the maxirnurn effort to operate the door may be increased to the minimum allowable by the appropriate adminis-traWe authority, not to exceed 15 pounds (66.79 N)_ M AT 1:2 SLOPE 1/21 AX FINISH FIO OR EVEN THRESHOLD WINNIMIN111L Figure 110-32-ThreshWits FIGURE 9 11036.2.4.1 Thresholds. Ttle floor or landing shall not be more than 1,12 inch (12.7 mm) lower than the threshold of the - way. Change in level between inch- (6 mm) arid 112 inch (12.7 mm) shaff be bev aledwitha slope no greater than I unit veft- 0. to �0_ units horizontal (50% slope). Change in level greater than 112 inch (12.7 mm) shall be accomplished bY means of a ramp. ,11WH.2.5.2 Door Hardware H40-actWled door open, Ing, hardware shall be centered between 30-Inches (762 mm) and 44 inches (1118mm) above the floor Laichingand Jockng doors that are hand -activated' and which are in a path of,travggl shaffbe ppeiable wfih a single effort by Jever-"e hardtiwro,pp., nk bars, push-pull aefivating bars -or other hat�dwara designed to. provide passage without requiring the abW to grasp,the opening hardware. .. . ......... . ....... .............. . . . .. .......... FIRM FLUSH MOUNTED DOOR MAT , W�.ARE PREFERABLE Figure IIII13-2"oor Coristruction FIGURE 9 11338.2.6 Smooth sudeve. � 777e. bottom, 10 inches (254 nim) of all doors exceptatitiomwid.andsliding shaff have a smooth, unihiermpled surface to allow'the door to be opened by a wheelchair footrest wfMout creating a trap or hazardous condition. : Where narrow frame doors are used, a I 0-inch (254 mm) high smooth panel shall be the push side of the -door, which will allow the -doo ' r to beopened by a wheelchair footrest without creating a trap or hkardous condiltion. 11335.2.4 Roar level at doors. Regardless of the occupant load, there shall be floor or landing on each side of a door 1003.3.1.6 Landings. LandIngs shag be, levet except Mat exterior landings may have a slope not to exceed 114 unit vertical-io 12 units horizontal (2% slope). CLEAR AT EXTERIOR DOORS �E�CLEAR AT INTERIOR DOOR$ PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EOUIPED W"" '121" ALATCHAND A CLOSES AA, 4�- 1 + iiw PUS" SIDE Figure 118-26AIevel ManeuVoing -ClooranceAt Doors . FIGURE 12 11338.2.4.2 Maneuvering. clearances at doors. hfinimum maneuvedng clearances at doors shall be as shown.iii Figure IIB-26A and 1 1B-268. The floor or grou nd area within the required clearances shall be level and dear The level area shall have a length in the direction of door swirIg of at least.66 Inches. (15,24 mm) and the length opposite the direction of door swing of 48 inches e121.9 mm) as measured at right angles to the plane, of the door -in its closed position. . _ The'width of the level area on the side to which the door swings shall extend 24 inches (610 mrn) post the strike adod of -the. door for extedor doors and 18 inches (467 mrN past the stilke edge for interior doors. APPLICABLE COGE.� 2001 CALIFORN14BUILOING (*09 (COC) Tollet Fadifts 120.2 VeWiMfion, Toilet rooms sha# be pioiddDd w1h a fully openable 11158,7 2 Single-accommodaffon toilet faCilfts- exterior "7dow with an area not less than 3 square TIwe she# be swftent space in Me togot room for a 'f6et (0 279 rW), or a var&W duct not Im than 100 wheekhair measuting 30 inchas (762 mml wide Py. 48 square kwhes (045 16 MIW) in area for the OrSt water inches (1219 mall long to enter the room and obset plus 50 squaie, inches (32258 nrn2) addfional of the door to elbse. 7h&o shaltbe in Me room a r area for each addNonat water dosel; or a mechenka* floor space of at least 60 inches .(1524 ouN in dameter, opetated extieust Mtem c4w&e of provf(Ang a or a T-shaped space, compljfing with FROW I !B- 148) complete change -of air ev" 15 minutes. Such and (b). No door shag encroach Into this space for mechankally operated exhaust system sha# be more than 12 inches (3w mml except for Me panel conneded direv* to the outside, and the point of do" to any water closet compartment # there Is one. discharge shall be at -least 3 feet (914 mml from any (See Figure I IS- 1A). 7he watercloset she# b& boated h =bunif%g� �96%�s air. entry'kito oowpied poitbus of in a space which proWes a m#*num 28-Inch'Wide (711 mm) clear *ace from a Fature Ora Minimum 32- inch wide (813 mm) clear space firom, a wall at one sfde. rhe other side she# proWdi 18 inches (4$6 Mtn) #01" the canterIne. of the water closcet to the wall A mjWmum 48 inches (1219 Min) of d6arsMCO shall be A# doom, fixtures CENTERLINE 06"T I of: I'MrURE of: 1XL1112 omvfded in front of Me water doset. and controls sW be on an accessible roule. 7he mjnffwm dw vod#7 of anacc6sslble route shall be 36 inches (914 mm) except at doors (see SedOn MIN. 1133B.2). ffapermn,inawhoefinheirmL!st.maKOalum T_ WA R around an obstnxton, the mininwm clear Ividth of the accessible route she# be as shown in Figure 118-5E. (See also Figure I I& 1A). RUSH ACMATOR ONWIDE 1-114 TO I-lir NOW VIAME section Through Grab Sar FIGURE 110-11C 11158.8 Grab Bar& 11158.8.11,00360". Grab bars boated on each side, or one S(de and 00 back of &a accemble toiet stall or comparlment she# be securely attwhad 33 kWws �&M ram) above and parallel to the floix except thatwhere a tm*-00 tdlet is used which obsirlucts wvmer#at3S#W"(W mm), the grab ba og, as hk;lh as 3.6 -h v�ftes (914 be alt ,n mm). Grab bars shaTl ast42- along w1M the front end positioned . 24 inches (6 10 MITI) in Montof the waterclosdiii;;1. Oiabbpisat Me back shall not be less Man 36 iriches (914 rom) Jong. Sloe Figures 118- 1A I 1& 19, and 118- 1 C. SIDE 24' i4,r 11 MW single O=Parwy Toilet FIGURE 118-IA 1.115B.S.2 Diameter or width. The diameter or wid1h. of the 9fl*PPU'V sudeces of a grab bar shall be 1114"inches to tW k7ches (32 mm to 38 min) or Ihe shape shall provide an equivalent giWng sudoce. ff grab bars are mounted acqacent to a wall, Me space &tweeo the we# and the grab bars she# be 11/2ir;ches (36mrn). See Figure 11134C. Grab bars shaff not rotate, widw their fiffings 11158.9.1 Lavatory Rxtures. 7he reqvkements of this s,pbsection she# apply to . . 1115B.9.3 Toitattlesuedivensem Toilet lissue cbpensers shag be boated on the wail lavatolyrwures van&esaadbu#t4n1a Wone s within 12 hx;he& (JOS-mrol of Me front edge of Me loffet seat Dkpensers that conWdefiveryor Wt do not f. A-dearfloorspam3Oindwby46inche$(762'MM used See pro mn(ofilovat4ii.y�tbaffoo-afoi.m�d Figure 118-1A awoach such ofeerflborspacoshaft-ad*-ar 11158.0 Intalorsu&aCes; overap an a=&,Vb1e ioute.indshall extend irlto kinee 7ofietioom.#o=:sha#hav& asmooffit, haid aid toe space undemeath thelavOlOrY, 2� A41mmshell be motnW from, the bottom edge w eidends1piwdontoffie. Vsatkast6inches(127 higherthan 40kiches (101emmOrom Mefibor. mm). Waft 00*7 vwiardow.toompartmen0vand waft wWn24'*h6q&L6!10 mml of the ront and sides 1115B.9.2 Towel, sanitory dgpk1n6, waste y ng 40fu*.WN $ 1 1. 'bOdlbil/104014048 . receptades. inches (Vig inmV and., exoept,for sWct ural elements, Where lowal, sanitery napkins, wW6 racepww, and Me maiedolousled.b.surb waft shall be a 4pe whIch is other sknffar dispwslng and dsposW #XtUres we I notadms* affbaed by moisture. provided, at Mast one of each. She# be b0fiW WM afl operablegits 1WjLtdyV-W1n sbig, wiMin 40 inches -m1heffnWi5d#6oA (101,6mm) in h - 4V GRAB - BAR G -17'-IWAFF _�0 APPROV60 7 r T, ALLDISIPENSERS 41Y MAX TO HIGHEST _T OPERABLE PART IS* MIK Side Elevation FIGURE 11134A Figure 15-1 Kmo Ckarame FIGURE 118-1-D CHILOREN-BUSE The MWw of Ibe $&d&AXW0Ct 0fte01R99UWWSiy*"N*XMWr-*ft Ao&vAvdWwqom as adequateYser*V Ow #*kdWW'P0c=m&ndRh" for ,AomsUityforCWmlaOgmntasy$dwear,dotherreo*&edpubr=h=ca,accowfordLwmr A--Ad1v1tDkMnsbM(a90-12a*doV00 K_- Knftaden and Pre-whod DOWSkm DMENSION SUGGESTED A E TOW cente" from WaN 18 15. tz* Tom SeetwwmMufow to top 0twat 17-19 Is" 1042* _22* 33 2r 20 6 mv, 6 max Napkin �"Jn ftwfoftom 12mv. 12 =x NIA 4&rm. 71ii 32max. 34 max 29am. 24 nw. Lavatoylsh* kiee awmna, 24 aft. 19 iWn. A. General Requirements and Applicable -Building standards The responsible designer has the option of Submitting structuralIcalculations and drawin . gs showing compliance with the 2001 California Building Code (CBC) Sections 710.2, 803, 1630, 2501, 2502 and 2504 and. 19,97 Uniform 8uHdIng..,Code'.Stan0a i td,,954, for suspended ceiling systems, or noting on the,drawings an4htema-fional'CorIference of Building Pfficials (ICBO) Research Report numberi along wfth Installation details and notes. In combustible construction show draft stop and fire blocking location(s) and provide. typical construction details -showing compliance With CBC Section 708. B. Drawings.and Specifications The drawings shall clearly. idenfify.all member sizes, connections, support systems, light fixture and ventilation grille attachments, partition suppo rts and installation of bracing to resist lateral forces. The design and installation of the metal suspended ceiling system shall be in accordance with the building standards noted above. COMPRESSION STRUT REQUIRED ASA PART OF LATERAL FORCE BRACING VERTICALHANGER (TYPICAL) W2 AX) FICIOM BRACING ES 0 ROSS RUNNERS LATERAL FORCE BRACING MICAL) -'- MAIN,RUNNEA CROSS RUNNER C. Classification (UBCStandard Section 25.202) The structural performance required from a ceiling suspension system shall be in accordance with its structural classification. The load -carrying capacity shall be the maximum uniformly distributed load in pounds per linear foot that simply supported main runner section having a span length of'4 feet 0 inches is capable of supporting without a midspan deflection exceeding 0.133 inch or 11360 of the *foot 0 inch span length. The structural classification listed in the following table shall be determined by the capability of main runners or nailing bars to support a uniformly distributed load. MIMMUM LOAD CARRYING CAPABILITIES OF MAIN RUNNER MEMSERS SUSPENSION SYSTEM Winearft. Main Runrw Members Direct Hung lacOrW Hung Intermedate-duty 12.0 &5 8.0 Cross runners shall be capable, of carrying the design load as dictated by job conditions without exceeding the maximum allowable deflection equal to:1/360 of its span. Across runner that supports another cross runner is a main runner forthe purpose of structural classification and shall be capable of supporting a uniformly distibutedloadat least equal to the. intermediate classification. D. Installation of Components (UBC Standard Section 26.209) I Hangers. Hangers, shall. be attached to the bottom edge of the wood joists or to the vertical face of the wood joists near the bottom edge. Bottom edge attachment devices shall be an approved type. In concrete construction, mount hangers U$Jngcast-in-.pIace hanger wires, hanger inserts, or other hanger attachment devices shall be an approved type. If greater center -to -center distances than 4 feet 0 inch are used for the hangers, the load -carrying capacity of the ceiling suspension system shall be reduced commensurate with the actual centemo-center hanger distances. Hangers she 11 be plumb and shall notpress against Insulation covering ducts or pipes. If some hangers must be splayed, countersplaying or other acceptable means shall be used to offset the horizontal force. Wire hangers for suspending carrying channels or main runners from an existing structure shall be a minimum of No. .12 gage, galvanized, soft annealed, mild steel Wire. Special attachment devices that support the carrying channels or main runners'shall be -approved to support fivelifties the design load. UBC Standard Section 25.209.1 2. Ceiling ffiftures. Fixtures installed in acoustical tile or lay4n panel -ceilings shall be mounted in a manner thatwill not Compromise ceiling perfortriance. Fixtures shall not be supported from main runners -or cross runners it the weight of the fixtures causes the total dead load to exceed the deflection capability of the calling suspension system. In such cases, the fixture load shW,l be supported by supplemental hangers within 6 inches-if.each comer, or the fixtureshall be separately supported. Fixtures shall not be installed. so that main runners or cross runners will be eccentrically loaded except where provision Is Inherent in the system (or Is' separately provided for) to prevent undesirable section -rotation or displacement, or both. in any case, runners supporting ceiling fixtures shall not'rotate m ore than 2 degrees; after- the fixture loads are imposed. FA Where,fixture installation Would produce rotation of runners in excess of 2 -degrees, the fixtures shall be With the use of sultable.accessory devices. These devices shall support.the,fixture in,such a, manner- that the main runniets and cross runners will be loaded symmetrically rather than eccentrically. UBC'Standard Section 25.209.7. E. Installation (UBC Standard Section 25,212). 1. V&Wdal Hangers. Suspensim wites shaft not be smaller than,No. 10 gage spaced at 5 feet on cenlecor No. - 10:gage spaced.at 5 feet on center along. each main runner unless calculations Justifying the increased, spacing are provided. Each vertical wire shalt be attachadto the ceiling suspension member and to the support above, with a minimum of three turns. C onnection device At the supporting construction: shaft be capable of carrying not less. than- 100 pounds. Suspension wires. shall not hang more thah 1 in. 6 out of plumb unless counter -sloping wires are, provided. Wires shall, not attach.to or bend around interfering material or equipment. A trapeze or -equivalent device, shall, be,used where obstructions, preclude. direct suspensloirl. Trapeze suspensions shall be a minimum of back-t(�back, 11/4 inch or cold -rolled channels for spans, exceeding 48 inches'. VBC Standard Section .25.212. 1. 2. Perimeter Hantrers. The terminal ends of each. crots runner and main runner $hall be supported -independently a maximum ofS. inches from each wall or ceiling discontinuity- With No. gage, wiro or approved wall support. UBC Standard Section 25.212.2. SUSPENDED CEILING DETAIL AT WALL FOURWAY SPkAySsACE WIRES "ANOER"M,--� HORINITAL -RESTRAINT POINTS, NOT MORE THAN'12 fEET ON FIRST POaX4NT OF LATE �L�kwx CENTERS fm�11*011ACJNIG SLL FEET --------- 4 DIMET" NIS EACH WALL TO RUNNER MAIN RUNNER = STJC�L-Z \-WALLTAIM CONT. NO STRUTTmP1Z,ii_.,.kT =1EAD ...... .. .. . . . .............. ......... .. ...... ... . . ..... . ......... ­­­.­.­­ .............. . 3. Lateral Force Braidn#. Where,�substanfiati,pg.design -calculations are not,provlded� horizontal restraints shaltbe effected ire u . by four No. 1,2 gage w is sec red.: to the main runner within � lildheSi. of lh6: or o_SS runnor ihtors�wtion and spia '9,o degrees from yed� each otherdt:aq-angle.hot. eXceoding 45da4re0s.Vom:jh0-pJ1an�e ofth-,Oceiting.- Astrut fastened to the; n e hall'be, Oxtende. � tO A - . d fa i 'the Structural. ,,main.rurnew�$ floor n stendd,to meriibers-stioppr�tihg�t�e��rorof'or, -above..Illel strut -shAlt b6-adequatdito resist the ver0catcornp tniucO` :71110 Onont' d d b Ah b rst point within, 6 be-.:placW n imb .0 thah _�ig feotpric"ritv ffii.d!re0tiO0$ *.th-tbe R feetfromwe66h- i i. Attach, hall Wal merit: of. the restrAint. Wires: to the. Structure above S be adequate for tha-load'imposed. ---------- Lateral force bracing members shall be spaced a minimum of 6 inches. from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shalfbe attached to the grid-andto, the structure in such a manner that they can support a design loidof not less than 200.pounds or the actual design load, whichever -is greaterwilb a safety factor of 2.. UBC Standard Section 25.242.3. 4. Perimeter Members. Unless perimeter members are a structural part. of the approved system,. wall angles or channels shall be considered as aesthete closures and with no structural value. Ends of main runners and cross "Member shag be tied together to prevent their spreading. UJBC Standard Section 25'.212.4 5. Affachment.of Members to the P�Odmeter. To facilitate installation, main runners and cross runners may I be attached to the perirrieter memberat -two adjacent walls with clearance between the wag a*nd the runners. maintained at the other two walls or as otherwise shown or described for the approved system. UBC Standard Section 25.212.5.' F. Mechanical Services,(USC Standard Section 26.214) Ceiling -mounted air terminals or services weighing less than,20 pounds sh alf be positively attached to the ceiling suspension main runners or to cross runners with 4he same carrying capacity as the mainrunners. Terminals or servicesweighing -20 pounds, but notmore than 56 pounds, in addition to the above, shall have two No. 12 gage hangers connected fro m. the terminal or service to the ceiling system hangers or to -the structure above. These wires may be slack. Terminals or services weighing more than 66 pounds shall be supported directly from the structure above by approved hangers. G. Partitions (UBC Standard Section 26.216) Where the suspended ceiling system is required to provide lateral support for permanent or relocatable partitions, the connection of the partition to the celling, system, the ceiling system members and their.connections, and, the laterairforce bracing shall. be designed to support the reaction force of thepartition from preso'bed loads applied perpendicular to the face of the partition. These parfition.reaction:f6rces shall.be in -addition to the loads described in Section 25211 of r the UniformSuilding Code Standards. Partition connectors, the Suspended cellingtystern and. the lateral -,force bracing sball all be engineered to suit the individual partition application: and -shall be show or defined in the drawings or specifications. N. Lighting fixtures. (UBC Standard Section 25.214). 1. SUPPORTOF LIGHT FIXTURES Intermediate or heavy-duty ceiling systems -shall be used for -the support of lighting fixtures. All fighting fixtures shall be I positively attached to the suspended ceilingsystem. The attachment device shallbave a capacity of 100 percent of the fighting fixture weight acting in any direction. - When Intermediate systems f us are , ed, No. 12 gage hangers shall be attached to the grid members within 3 inchesof eadh comer of- each fixture. Tandem fixtures may utilize common wires. When heavy-duty systems are used, supplemental hangers are not required if a 48- inch modular hanger pattern is followed. When cross runners are used without. supplemental hangers to support fighting fixtures, these cross runners shall provide the same carrying capacity as themain runner. Lighting fixtures weighing less than 66 pound shall have,, in addition to the requirements outlined. above,'two No. 12 gage hangers. connectedfrom the fixture housing to the structure above. These wires may, be slack. Lighting fixtures weighing 56 pounds or more shallbe s upported directly from the structure above by approved hangers. Pendant -hung fighting fixtures shall be. supported directly from th, e structure above with No. 9 gage wire or approved aftmate support without using. the ceiling suspension system for direct support. 2. 2001 CALIFORNIA ELECTRICAL CODE ARTICLE 300-11 (a) NOTES REQUIREMENTS FOR SECURING -AND SUPPORTING WIRING AND,READS;k$ FOLLOWS: Secured In Place aceways,, cable assemblies, boxes, cabinets, and fittings sha e securely fastened in place. Sup ,port wires that do not provide secure support shall not be permitted as the sole support. a. Wiring located above a,fire-rated flooddelling or roof/ceiling assembly shall not be secured to, or supported by, the ceiling assembly, including the ceiling support wires. An independent means of secure, support shall be- provided. Exception The ceiling support system shall be permitted to support wiring and equipment that have been tested as part of the fire -rated assembly. b. Wiring located above a nonfire-rated floorkeffing or roof/ceiling assembly $hall not be secured to, or supported _b se . port YA es, , y; the ceiling as mbly,,including the calling sup r An independent means of secure support shall be provided. Exception The, ceiling support system shO be permitted to support branch circuit winng and assoclated eqwpment where trlstalkd in accordance mth the cefflng system manufacturer's Instructions. Cables and raceways shall not be permitted to be supported by ceiling grids. ............... ...................... 3. THE FOLLOWING NOTES AND ILLUSTRATION APPLIES ONLY TO NON -FIRE -RATED ROOF/CEILING ASSEMBLIES: a. Compressfon.strut shall. not serve as a vertical hanger unless the lC80 Research Report specifically all6ws,it. b. It is acceptable to attach lightweight item's such as single electrical conduit not exceeding 8/4" nominal,diametor, to the suspended ceiling wires. E.A DO NOT SEND SUSPENDED CEILING.HANC "RE AT P40INT OF ATTACHMENT Am re Q) N "4, 14- Z Lo cv cf) ut 0 C\2 rn co IV , Lo 0 !:� 00 Y) C\� Cd CO 0 4--) "" P-1 r. 10 -1-, C.0 Z 0 co M V C) Z U E4 Z >.4 04 0 CVW 0 4%01 cr) "!� 0 E- C) C),:;� Z U .J Z W a 0 E_ Z U W It 0 Date: 1-15-03 Scale: Drawn: Approved: Job: N I CQ Sheet: A-10 E- 0 S P4 Of Sheets I Symbol Qty Label Arron2ement I Lumens LLF Description I U 13 8 SINGLE I 140GO 0.720 MH1- 17 Numeric Summary Project: AM Projects Label I CoIcType I Units I Avg I Max I Min I -Av--QTmin I Mai/ in Exterior I Illuminance I Fc 1 7.21 1 25.3 1 1.0 1 7.21 1 25.30 Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the NO' input W6 001 ions . 6f the rightMnge6loulorions occ�urately* �reflect the data. HQ&m&L actual Jkkkmdkwls will vary ddeDesdim on—tiold caudiLmsauch as the fW will 0 Project Name: Metro Town Square Cente Location: Criss Scale: Date: 10/27 1.A32 0 Southern California Illumination FOE REVISIONS BY 1-14-04 APARKING LD UPDATES • f. 4rt co 0 C\2 —4 ;-4 Ia. Lv 0<� L000 0 C\2 -6.) Zo Cd C0 U) v�l Scale: Drawn: Approved: Job: CQ Sheet: W E- A-11 E- 3 r4 I Of Sheets WZ zw �a z U Z [� _ zo J aw 0 o w z z z O w w « �O F �s ad J - (n Z nO w� mw W z 4 � d X z b d � d 0 IIrl Q �m zz �a «w OZ R� z to w 3 �N f � z D ¢a z �ad, 4 x ul '._ a0 « uv' CLw r a a �v z O 4 V CI F Z ww � h r« d � 0.Z a a z v4i w z« �a w Z a� �a �w UU Wy.z a 00 aY VU 0 _ 01 zw 'z x w as V Y wo W a �z a 8 N w� �4 _ zzw o� xW « �4 ¢w O Q 0 U w 0)z . Y J 00 w a w = C)o _ .. G 4 U « s« 0 � O g « O z TL � d � W �O h - O 0 2 REVISIONS BY 1-14-04 APARKING UPDAT S �� U � -C� U Q � C.) p W Co 4q r^y Lu V L 5 �i N 4 N n4Fn\ ttW Co ON ) rt� 0 Co � O CQ U (0 cc O CyD 9) E z 44 �C V1 z 0 Q E" E— � 4 a z� 0 z E-4 LL W r-9 E Q a, Date: 1-15-03 Scale: L.D. Approved: Job: a Sheet: W A S.1 0 Of Sheets REVISIONS BY 1-14-04 Z L PARKING UPDATES LD "M R AL NEW STUCCO CAP (TYP) MATCH EXIST [ 4xI2 RIDGE BEAM r-4xb LATTICE WhA=rOkl T= tviTL HANGER SLOPED RIDGE DETAIL SCALE. I " = 1'-0 " SUPPORT PLATFORM 5/8- CDX PLY MECHANICAL UNIT '-"*-PER MECHANICAL DWG 2-A35 CLIP ANGLE I CG EACH SIDE MIN. WT=PER PLAN- E E.N. DBL.2x6 (SHAPED} MAX / UNIT 0 16" O.C. PERP. MAIN ROOF FRM'G E 4x BLK'G @ (E) ROOF SHTG. 24" O.C. TYP. 2-AT ENDS EXISTING NEW 4xI2 BEAM ROOF JOIST PER PLAN NEW 4xe) LATTICE @ 24" O.C. 5LOFE 1/4"/FT. N ENTRY FACADE ti NEW 4xIO LATTICE @ 24" O.C. (LEVEL) NEW 4x& LATTICE @ 24" O.G. SLOPE TO MATCH (E) ROOF TYP NEW ENTRY FACADE \-(2) 1 x 12 L 3x3x1/4 x 0'-6' LONG NEW 602 BOLTED W/3/4-0 BOLT THRU OR 402 (E) 4x 16 TYP. MECH. UNIT SUPPORT DETAIL Sc (E) ROOF 5HT6 ADD 2xI2 4 SIDE NAIL Wbd 0 24" O.C. 5TA,66ERED EE L 5x5xI/4xO-&` (E) 2xI2 RAFTER PER PLAN v4/2-1/2" M.B. THRU EE 5/au THP. ROD TO HOOD SEE EQUIP PLAN FOR LOCATION5 II TYP. HOOD SUPPORT DETAIL SCALP. 1"=V-0" F- - - - - - - - - - SEE MECH. ON65 FOR CONTINUATION - 2x4 HAbd a 6" O.G. (E) ROOF 5HT6 ADD 12 $ SIDE bd @ 5TA66ERED (N) 2xI2 5LK(9 E.5. (N) 2x4 STUDS @ 16 O.C. (N) 501 TyrE 1XI CF(P. SP. E.5. --so I (N) 2x4 STUDS @ 16" O.C. (N) 5/6" TYPE W &YP. W I ADD 2x12 4 5117E NAIL W16d @ 24" O.C. STA66EIRZED CONT. 2x (E) 2x12 RAFTER PER PLAN (N) VaL 2X6 Top FLS (N) 2x6 STUDS @ 16" O.C. FULL HT, DEM15IN67 WALL (N) 5/61, TYPE x,,Syp. 5D. E.5. (N) 2x6 STUDS @ 16" O.C. FULL HT. VEM&N& KALL (N) 501 TYPE 1XI (5yp. 50. E.S. 0 ko c) �Aw b/ Date: 1-15-03 Scale: 1 Drawn: Approved: 0 mi EX 0 ) Jr, Sheet: V W OF C 0� p 0. Of Sheets REVISIONS BY 1-14-04 PARKING Ai UPDATES LID Z zA C112 Z z LU uj fY op 0- W oa :D 2 L, 'iEW Ct , N Z X 2: oQ z < 0-,4 0. Z Z Z 0 E aQ Wz '2 uj C) Z uj Cn z :D T 0 z 0. 0 ice- Q W uj in D x >1 z Ca W'n (L Z 00 z Q. W W z QN CL W (30 oq 00 , W X W D_ 00 0" 0 � qw 3: 0.1 Q z 00 V) V) (n 3: W 0 Z Z 0 Lo 00- z X W z 0 z .y W 00 z 0 7 wa a. W z U0 Z <Z 'z (1)8 0 z 9 a STONE PATIO WALL VENEER (r-,) EXPOSED (E) LT. AT TILE— C7 LATH 4 STUCCO (rz) ROOF 5HT"- 2x4 BRACINS, @ 52" O.C. Yq/5-16d EA END (TYP) 2-2x4 TOP PLS 2x4 STUDS @ 16" O.C.- NEW ROOF BHT&^_ 15/52 5TR I PLY SHT'6 LATH 4 STUCCO PI 16/52 y0ods I "1 1 1/2" DIA. LA9r'5OLT5 NEW STUCCO 16" O-C. STA66. ENTRY FACAD E.N. 2x6 FLAT 4X12 5M yq/2-16d,,TO R.J. 2x4 TRIM rCUT (E) R.R. ECIC rrIp toil 2X6 @ 16"O.C. irci 44r U26 HANGERS 2x4 2x4 SOFFIT HAN&EiR5 L-LATH -16 _A_5TU6 EA 5OFFI SIMPSON 2X6 4x4 P05T JLI I I JOIST @ 1 11 .G.2xI0 @ CORNERS 2x4 PLASTER TRIM TYP (E) STUC,00 OR - NOOVS01N& NEW OPENIN655, Il CC I{CI CI Ill 1C F. F" .4 _77 EXISTING FOOTING `44 STEM TO REAMIN EXISTING FOOTINC7 TO REAMIN 4x12 RIV6E SM 2x4 TOP PL­—, IL a ft I SECTION SCALE: 1/2"=I'-O" 2x4 CRIPPLES @ 16" O.C. 4xI0 CONT. 5M ---il� E.N. (E) 2-2x4 TOP PL (rz) 2x4 STUD* @ I 4x6 5LK6 Y4/2-16c • • My x 4� a5 0 Lo 0 C12 d� Q) 0 Lo CC) C\2 4� czS 4-) 0 LO Co YD 9 0 IZ4 viiJl Z E-4 Co 0 � tb.'4 M E-1 U '0 aci z 0.4 z 0 W O Date: 1-15-03 Scale: Drawn: L.D. Approved: Job: rn (:6 Sheet: W %S-3 0 .4 a.. Of Sheets NAILING SCHEDULE CONCRETE BLOCK MASONRY CONCRETE GENERAL NOTES: Z� 0 ay W 40 J °W Li 3Z �Z 6 W �O o� W a� d J �a WEn mW rd zX 4 � W 0 � O dKti QQ az 4 ZZ Qz a W z W� M j �Z = 4 Oz ix 2 4W A to ZQ �s ?a W W �a En zz oa W �O W� �Q W Q0 xW 0o N O U vo 01 <W w� oz >r 4 tiV3 U ,X WQ z tl O J Z a W F � n 0. o� o(n EL �W Z t- b Q= �z o� �d w. a �q z as z� _o z �o t5 O« z STRUCTURAL STEEL 1) All structural steel work shall be designed, fabricated and erected to Aisc specifications and standard practices for buildings. 2) Structural steel plates and shapes shall conform to ASTM A-36. 3) Structural steel pipe shall conform to ASTM A-53,grode"B" 4) Structural steel tube shall conform to ASTM A-500,grade "B" 5) Paint one coat of rust inhibitive paint, and two coats in exposed areas. 6) A licensed fabricator approved by the building department shall furnish shop drawings for approval by Engineer prior to fabrication of structural steel members. Holes for bolts and/or rivats shall not be cut with a torch. 7) Bolt holes for steel connections shall be 1 /16" larger in diameter than anchor bolts. 8) All connections not detailed on plans shall be detailed by steal fabricator and shall be submitted on shop drawings for approval by Engineer. 9) Bolts shall be ASTM A-307, U.N.O. 10) Design of steel frame per FEMA requirements. WELDING 1) Welding shall be either the shielded or submerged arc process, and shall be performed by certified welders qualified in accordance with the Qualifcotion Procedure of A.W.S. 2) Shop welding shall be performed by an approved licenced fabricator and accompanied by a certificate of compliance. 3) Welding of reinforcing bars shall be performed by welders specifically certified for reinforcing steel and qualified according to A.W.S. D 1.4. 4) Welding of reinforcing bars shall be done using low Hydrogen Electrodes prior to welding, the Carbon Equivalent (C.E.) shall be determined. Reinforcing whose C.E. cannot be determined shall be welded. Preheat temperatures shall conform with Table 5.2 A.W.S. 1.4., and shall be verified with temperature sticks. 5) Welding of structural steel shall be in accordance with A.W.S. D 1.1. and RISC ASD specifications . Filler material shall be 5.1 or 5.2, E 60xx or E 70xx. 6) All welds shown as full penetration( F.P.) shall be fully detailed on the shop drawings. FOR SIZE SPAC'G OF JOIST SEE PLANS EDGE NAIL'G (E.N.) BOUNDARY NAILING TYP, INTERMEDIATE NAILING (F,N.) FLOORS @ 10d @ 10' ROOFS 1od @ 12' RC, FLAT BLK'G AT UNSUP- PORTED EDGES W/B.N, NOTE: PLYWOOD STAGGERED PLYWOOD JOINTS 3/8' MIN, EDGE DISTANCE FOR NAILS LONG DIM, OF PLWD TO RUN PERPENDICULAR TO JOISTS MIN, SHEAT'G SIZE TO BE �'-0'X 4`-0' PLYWOOD COVERING TO BE INSPECTED PRIOR TO PLYWOOD LAYOUT AND NAILINGS SCALE: ': T-0" NOTES STUDS SHOWN ARE FOR INDICATION DBL PL FOR SIZE ONLY ACTUAL LOCATION TO SUIT REFERENCES TO SPLI CONSTRUCTION REQUIREMENTS, MAX, CES SEE PLANS & SPACING SHALL BE 16'v O.C. DETAIL USE 4X POST WHERE HOLDWN OCCURS FIRE BLK'G @ CEIL'G LINE NOT TO EXCEED O li o NAIL'G PE GEN, NOTE EX CRIPLES @ 16" O.C. a a ST6236 TYP, I HEADER PER PLAN EPC CAP @ LARGER HEADER > 4X10 & 6X8 USE DBL 8X JAMS FOR 4X10 & 6X8 AND POSTS FOR HDRS LARGER THAN 4X10 OR 6X10 SEE PLAN TYPICAL WALL FRAMING Ci �,2 CAL:?'.1'-0� h 1) All nailing shall be common wire nails conforming to the latest edition of the UBC. Where automatic nailing is used, nail heads shall not penetrate sheating. Connections listed ore minimum permissible. Details govern over schedule. a) Joist ro sill or girder, toe nails each side ....... 2-1Od b) Bridging to joist or rafter, toe nail each end ..... 3— 8d c) Subfloor sheathing at all bearings 1 x6 or less, face nail .............................2— 8d 1 x8 or wider, face nail ............................3— 8d 2x bind and face nail..............................2-16d d) Sole plate to joist or blocking, face nail..16d @ 6" o.c. e) Top plate to stud, toe nail ........................2-16d f) Stud to sole plate, toe nail.......................4— 8d g) Double studs, face nail....................16d @ 24" o.c. h) Double top plates, face nail...............16d @ 16" O.C. i) Top plates, laps and intersections, face nail ....... 2-16d j) Continuous header, 2 pieces along each edge 16d Q 16" o.c. k) Ceiling joists or rafters to all bearings, toe noil.3-16d 1) Continuous header to stud, toe nail..................4— 8d m) Ceiling joists, laps over partitions, face nail ...... 3-16d n) Ceiling foist to parallel rafter, face nail .......... 3-16d o) 1" brace to each stud and plate, face nail ........... 2— 8d p) Built up corner studs ........................16d @ 18" o.c. q) Joists or rafter to sides of studs up to 8" depth... 3-16d r) Ceiling strips 1"x4" to underside of joists, each bearing one lant and straight................................2— 8d FIRE BLOCKING: Vertical and horiaontal fire blocking shall conform to section 708.2. GLUED LAMINATED LUMBER & PREFA. WOOD TRUSSES & BEAMS 1) Structural glued laminated lumber shall be fabricated in accordance with AITC 117 and Product Standard PS 56-73 specifications. 2) Moisture content shall be between 7 and 12 percent. 3) Shop drawings shall be submitted for Engineer's review,and upon completion of fabrication but prior erection, the manufacturer shall supply the Engineer and the building department copies of the AITC certificate of inspection. 4) Glu—lams shall be of industrial appearance and the ends shall be sealed unless noted otherwise. 5) For comber, see plans. 6) All laminations shall be 1-1/2" thick. Lamination combinations shall meet requirements of PS 76-73 and shall provide allowable design values as follows; 2400 Fb..............................................psi compression 1200 Ft.............................................psi tension 650 Fc..............................................psi parallel 650 Fc..............................................psi perpendicular 165 Fv..............................................psi horizontal 1.8E6 E............................................... p s M All members shall have stress characteristics of 24F—V4 for simple spans and 24F—V8 at cantilever spans. 7) Adhesives shall meet the requirements for dry condition of service for interior and use and Wet Condition of Service for exterior beams except as noted. 8) Provide temporary bracing, bridging and support until roof and floor diaphragms are securely nailed in place. 9) Wood beams shall be parallam or microlams beams as monufac. By truss joist Memillan (or equivalent ) per NER 292 Allowable dessgn stresses: Parallom Fb=2900 psi Microlam Fb=2600 psi E= 2.OxE6 psi E= 1.8xE6 psi Fv-290 psi Fv= 285 psi 10) Each truss shall be legibly branded, marked or other wise havl permanently offixed therto the following informatio located within 2 of the center of the span on the face of the bottom chord. A: Identity of the manufacturer . B: The Design Load. C The spacing of the Trusses 1) Block shall be hollow concrete units conforming to ASTM C-90, Grade N. 2) Walls below grade shall be grouted solid. 3) All cells containing reinforcing bars and shall bond beams and lintels shall be grouted solid. 4) Cement shall be as called for in concrete notes. 5) Mortar shall conform to UBC table 24A, type S,with a compressive strength of 1800 psi at 28 days. 6) Grout shall conform to requirements of UBC for Coarse Grout with a compressive strength of 2500 psi at 28 days. 7) Reinforcing bars shall be as indicated in Reinforcing Steel Notes. 8) Provide a minimum of 1-1/2" grout between main reinforcing bars and masonry. 9) Cells shall be in vertical alignment. Wall bars ore to be set to align with cores containing dowels from footings. 10) Maximum grout pour height for low lift construction shall be four feet. 11) High lift grouted construction may be used if in conformance with UBC and project specification. 12) Use care to prevent mortar and grout spillage on the face of masonry. Clean such spillage immediately. Repair any damages or interstices between block, and remove all stains at completion of work. 13)AIi isolated bolts embeded in masonry shall be grouted solidly in place with not less than 2" of grout surrounding each bolt. 14) Refer to Architectural drawings for surface texture,laying pattern, height of units and joint type. 15) All concrete block shall be: Light --,Medium x ,Heavy —.,Weight. STRUCTURAL LUMBER 1) All structural lumber shall be Dougls Fir Coast Region, identification as required by PS 20-70 with a grade mark of a lumber Grading Agency approved bu\y the Board of Review of the American Lumber Standards Committee. 2) Framing members shall be as follow except as noted: Horizontal members: Sub—purlins( stiffners)...................DF NO. 1 Joists and beams... .......... ............ DF NO. 1 Vertical members Posts and columns .........................DF NO. 1 Studs...............................................DF NO. 2 3) Sill plates in contact with concrete or masonry shall be pressure treated Duglas Fir. 4) Framing anchors, hangers, straps, column caps and bases and holdowns shown are as manufactured by Simpson Co.,Brea, CA. Designations shown on drawings are from the latest Simpson catalogue. 5) Plywood shall conform to standards in PS 1-95 or PS 2-92. All panels are to be identified with a grade mark of an approved testing and grading agency. Exterior glue shall be used. Nailing of plywood shall be approved prior to covering plywood. 7) All stud partitions or walls over ten feet in height shall have 2X blocking, some width as studs,preferably at midheight but not to exceed 8 ft. vertical interval. 8) Do not notch joists, rafters or beams except where shown on the details. Holes through sills,plates, studs and double plates in walls shall not exceed 1/3 of the plate width. Use bored holes located in center of member or use metal strop on near side. No holes permitted in studs, sill plates oe top plates of shear wall without express approval. .E e I. 1) All poured —in —place concrete shall have an ultimate compressive strength as given, at 28 days, and an air—dried density as follow: f'c density Location min.(psi) max.(pcf) Footings, grade beams, pile caps...............2500...............50.......... Slabs on grade .................... ................. I...........500................a.......... Lightweight structural concrete......................................................... Beams, columns and walls.................................................................. Precast concrete walls........................................................................ 2) Unless otherwise noted,concrete shall be proportioned and produced to have a slump of 4 in. or less if consolidation is to be by vibration, and 5 in. if consolidation is by other acceptable methods. Slump shall be for in —place concrete and shall be determined by the ' Test for Slump of Portland Cement Concrete,' ASTM C-153. One inch tolerance is acceptable. 3) Cement shall be Type V and conform to ASTM C-150. Only tested cement shall be used. 4) Aggregate shall conform to ASTM C-33. Maximum size shall be 1 in. Unless otherwise noted. Use 3/4" in. maximum aggregate for slabs on grade. 5) Concrete form tolerances shall be within the standards set by the Amercan Concrete institute. 6) Location of all construction joints not specifically indicated on the drawings shall be approved by the Engineer prior the placing reinforcing steel. Control joints shall divide the floor into areas of 600 sq. ft. maximum. Locate joints under permanent partitions, where possible.All joints shall have on intentionally roughened surface. 7) All reinforcing steel, anchor bolts, dowels and other inserts shall be secured in position and inspected by the local building department inspector prior to the pouring of any concrete. 8) Pipe or ducts shall not be placed in structural concrete unless specifically detailed. Refer to Architectural, Mechanical, Plumbing and electrical drawings for locations. 9) All conduit in concrete walls shall be wired to the wall reinforcing. 10) Concrete floor slab shall not vary more than 1 /8" in ten feet. 11) No admixtures(e.g.,Calcium Chlorine) may be added to any concrete without the approval of the Engineer. 12) All concrete shall conform to the " Specifications for Structural Concrete for Buildings," ACI 301; latest revision. 13) All exposed corners of concrete shall be chomfered 3/4" UNO. REINFORCING STEEL 1) All reinforcing steel shall be new deformed bars conforming to ASTM A615 Grade 60 (U.N.O.) No. 2 and No. 3 ties and stirrups shall conform to ASTM a615 Grade 40. 2) All mesh shall conform to ASTM a185 and shall have a minimum side and end lop of 1 1 /2 mesh or 9", whichever is greater. 3) All detailing, fabrication and erection of reinforcing steel shall conform to the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures, ACI 315. 4) Unless shown otherwise, reinforcing bars in continuous concrete beams and spandrels shall have top bars spliced at the midspon and bottom bars spliced over the supports. 5) Dowels from footings into walls and columns shall be the some size,spocing and numbers as the vertical reinforcing called out in the walls and columns. 6) Reinforcing shall have minimum concrete cover as follows: (unless specifically detailed.) 7) Walls and columns Unformed surfaces exposed to earth .........................3" Formed surface exposed to weather or earth No. 5 bars and smaller.................................1-1/2" No. 6 bars and larger......................................2" Formed surfaces not exposed to weather or earth No. 11 bars and smaller....................................1" No. 14 and No. 18 bars ................................. 1-1 /2" Bush hammered surfaces.....................................2" Beams Surface poured against earth.............................1.3" Formed surfaces............................................2 -)urraces pour Cher surfa Co ns ea airecuy on earin.......................... 1) General Contractor shall visit the building site and shall verify all conditions and dimensions prior to starting any work. Contractor shall be responssible for coordination of all work and materials, including those furnished by subcontractors. Engineer and owner's representative shall be notified immediately of any discrepencies. 2) All construction shall be in accordance with the current Uniform Building Code and all local requirements. All ASTM, ACI and AITC designations shall be ammended to most recent date, unless otherwise noted. 3) Contractor, at his own expense, shall engage properly qualified persons to determine field layout of the building and its elements 4) Contractor shall take all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing and shoring for loads due to construction equipment, construction loads, etc. Bracing shall not be removed untill the element supported is capable of supporting its design loading. 5) Constuction materials shall be spread out if placed on framed floors and roofs. Loads shall not exceed design loading for supporting members. 6) The structural drawings represent the finished structure. They do not indicate the method of construction. Observation visits to the site by the Engineer shall not includ observation of safety methods or bracing or support. 7) General details on this sheet shall be used where applicable unless othewise noted. In no case shall working dimensions be scaled from plans, sections or details on the Structural drawings. Notes and details on the drwings shall take precedence over general notes and details. All work not detailed or noted shall be constructed the some as other, similar work shown in the details. 8) Refer to Architectural drawings for size and location of all door and window openings, non —bearing partitions, concrete curbs, foor drains, depressed areas, level chonges,chomfers, grooves, inserts, moulds, ornaments, clips, dropped slabs; all finishes and floor and roof openings not detailed . 9) See Mechanical, Plumbing and Electrical drawings for pipe runs,sieeves, hangers, trenches wall and slab openings, electrical conduit runs and boxes, outlets, equpment bases, and anchor bolts for motors and equipment. 10) All omissions or conflicts between various elements of the working drawings and/or specifictions shall be brought to the attention of Engineer before proceeding with any work so involved. FOUNDATIONS 1) Foundation design is based on ABSTRACT CONSULTING GROUP The Contractor shall be responsible for all requirements therein. Project no. 02-040 DATED JUL Y 12, 2002 2) Allowable soil bearing pressure: QS=2000 PSF 3) Soils Engineer shall inspect excavations and submit approval before any concrete footings are placed. Footings shall be poured against firm undisturbed natural soil or engineered, compacted fill, free of organics, and placed under controlled compaction. 4) Fill at romp walls and retaining walls shall be of clean, non — expansive material, free of organics, and placed under controlled compaction. 5) Roof and area of runoff and area drainage shall be directed away from building. Adequate drainage behind all retaining walls shall be provided away from the building. 6) Minimum slab reinforcement and pad requirements shall conform to the Soils Engineer's recommendations unless otherwise noted. 7) During site clearing and site earthwork operations contractor shall determine if any fill, excavation or buried foundations, debris or structures are on site. if any such are found, Structural Engineer is to be notified immediately. SPECIAL INSPECTION 1) Special inspection by a Deputy Registered Inspector approved by the Building Department shall be provided for the following: A. All concrete work, including rebor placement, for concrete strengths greater than 3,000 PSI. B. All field welding including welding of rebor. C. High —strength bolting, A325—F only. l lding if not done by anapproved fabrication.XY ADHESIVE GEL INSTALLATION FOR HOLDOWNS ATQ' Special inspections reports must be submitted toor for the above items. REVISIONS BY 1-14-04 PARKING AUPDATES LD a� U v �- Q) U� m� }... U w n �L0 �00 �00 w� NN- N 4, 4� � CYO rQ) Y c M -- L ON • N Qi xi 0 0� « r1) CQ � Coo ® { �, co ca Z . H W C) A � E- P U W Q Dale: 1-15-03 Scale: Drawn: Approved: o . Job: n3 10 :r' m M t r a 01 Sheet: CrOv W r- ... SU 1 OF C �®�® E- D 10 0 °" Of Sheets 0 SECTION 1 CONSTRUCTION INFORMATION FOOD SERVICE PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING LOCATIONS OF AND REQUIREMENTS FOR EQUIPMENT ONLY. THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION. FOR GENERAL CONSTRUCTION REQUIREMENTS SEE ARCHITECTS AND/OR ENGINEERS PLANS AND SPECIFICATIONS. { ¢) APPROXIMATE TIME BUILDING OR REMODELING WILL START: APPROXIMATE TIME BUILDING OR REMODELING WILL BE COMPLETED: (�) ARCHITECT NAME: STREET: CITY: STATE: CA PHONE: Fax # CONTRACTOR: STREET: CITY: STATE: PHONE: THE FOLLOWING NOTES AS SHOWN CAN BE FOUND INCORPORATED INTO THE PLANS ON THE SHEET AS INDICATED. THIS IS TO AID THE SANITARIAN IN PLAN CORRECTION. SHT..._ FDO ._ GEN. CONTR, SHALL PROVIDE A SMOOTH, NONABSORBENT, EASILY CLEANABLE SURFACE. U-GHT IN COLOR FOR WALLS AND CEILINGS OF FOOD SERVICE AREAS. SEE FINISH SCHEDULE THIS SHEET. SHT._ _.*— GENERAL CONTRACTOR SHALL PROVIDE A SMOOTH, COVED SURFACE AT THE JUNCTION OF WALLS AND FLOORS IN ALL FOOD SERVICE AREAS. GROUT SHALL BE SMOOTH AND FINISHED FLUSH WITH THE SURFACE OF THE TILE. SEE DETAIL BELOW. QUARRY OR CERAMIC TILE COVE BASE 3/8" MIN. RAD: FEATHERED - WALL QUARRY TILE FINISHED FLOOR AND COVE BASE 3/8" MIN. RAD.- CONCRETE FLOOR FINISH FLOOR_ CC SHT.__ E.._ _ - GENERAL CONTRACTOR TO PROVIDE A SMOOTH, NONABSORBENT WASHABLE WALL BEHIND AND ADJACENT TO ALL PLUMBING FIXTURES IN THE TOILET RMS. IF A URINAL IS TO BE PROVIDED, TILE WILL BE USED 2'-0" W. X 4'-0" H. W/URINAL CENTERED. SPLASH GUARD WILL BE PROVIDED. TYPICAL TOILET ROOM TO CONSIST OF 1. MIRROR AND SOAP DISPENSER 0+40" 2. PAPER TOWEL DISPENSER 0+40" 3. CERAMIC OR QUARRY TILE WAINSCOT AT URINAL 0+48" H. 4. SANITARY PAPER DISPENSER 5. 1 1 /4" DIA. GRAB BARS AT +33". 1-1/2- CLEAR. 6. TOILET PAPER DISPENSER 0+39" 7. LAVATORY AT 29 1 /2" CLEAR BELOW 8. SEAT COVER DISPENSER 9. TOILET AND SEAT 10. URINAL WALL MTD. DETAIL AT WALK-IN BOX FLOOR Dom TOTAL SEATING CAPACITY SEATS C; SHT._ � l.M. EQUIPMENT SHOWN ON PLAN WILL BE EITHER MOUNTED ON 6" ADJ. S/S N.S.F. APPROVED LEGS. MOUNTED ON CASTERS N.S.F. APPROVED MIN. 6" OFF FIN. FLOOR OR CURB, MT'D. MIN. 3" H. AND SEALED TO FLOOR. SEE DETAIL: LEGS CASTERS # &" 6" MIN. MIN. MI s/s LEGS As-IERs SHT._ S'1____ SNEEZE GUARD KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE AN APPROVED SNEEZE GUARD FOR PROTECTION OF ALL EXPOSED FOOD ALONG SHT._ /A DIPPER WELL KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE A WATER SUPPLIED ICE CREAM DIPPER WELL IN THE AREA OF THE ICE CREAM SERVING CABINET. ITEM NO.----------. J JANITORIAL SINK -- EXISTING GENERAL CONTRACTOR SHALL PROVIDE A SINGLE COMPARTMENT WALL —MOUNTED JANITORIAL SINK WITH HOT AND COLD RUNNING WATER. FOR GENERAL CLEAN UP ACTIVITIES. FOR DISPOSABLE SINGLE SERVICE EATING AND DRINKING UTENSILS ARE USED AND WHERE MULTI —USE UTENSILS POTS AND PANS ARE WASHED BY HAND, K.E.C. SHALL PROVIDE AT LEAST A 3—COMP. SINK WITH SOUBLE METAL DRAINBOARDS THE SINK IS CAPABLE OF HOLDING ATHE LARGEST UTENSIL 84 THE LARGST SINK COMP. ITEM NO. 19 SHT._FS-1._._ HAND SINK GEN. CONT. OR K.E.0 WILL PROVIDE A ONE —COMPARTMENT SINK WITH HOT AND COLD WATER UNDER PRESSURE AND SOAP FROM A PERMANENTLY INSTALLED SOAP AND DISP. WITH SINGLE USE TOWELS. ITEM NO. 12 & 71 WINDOWS GEN. CONTR. WILL SEE THAT OPENABLE WINDOWS SHALL BE SCREENED WITH NO MORE THAN 16 MESH SCREENING. ALL FOOD SERVICE PASS —THROUGH OPENINGS TO THE OUTSIDE SHOULD BE LIMITED TO A MAX. SIZE OF 216 SQ. IN. THE MIN. DISTANCE BETWEEN THE OPENINGS MAY NOT BE LESS THAN 18 IN. THE COUNTER SURFACE OF THE PASS —THROUGH WINDOW MUST BE SMOOTH, FREE OF CHANNELS, CREVICES AND BE EASILY CLEANABLE. DELIVERY DOORS GEN. CONTR. SHALL PROVIDE ALL DELIVERY DOORS LEADING TO THE OUTSIDE WILL BE SELF —CLOSING AND SHALL BE PROVIDED WITH AN EFFECTIVE OVERHEAD AIR CURTAIN OR FLY FAN. @) ENTRANCE DOORS GEN. CONTR. SHALL PROVIDE ALL ENTRANCE DOORS LEADING TO THE OUTSIDE SHALL BE SELF —CLOSING. TOILET ROOM DOORS GEN CONTR. SHALL PROVIDE CLOSERS ON ALL TOILET ROOM AND DRESSING ROOM DOORS. SINGLE USE TOILETS WILL HAVE PRIVACY LOCKS. GARBAGE AND TRASH AREA THE OWNER SHALL PROVIDE FOR THE STORAGE AND CLEANING OF GARBAGE AND TRASH CONTAINERS PER VECTOR CONTROL GEN. CONTR. TO SEE THAT OPENINGS AT BASE AND SIDE OF EXTERIOR DOORS SHALL NOT EXCEED 1/2". ALL EXTERIOR WALL PIPE OR OTHER OPENINGS SHALL BE TIGHTLY SEALED. ALL EXTERIOR WALL VENTS SHALL BE PROPERLY SCREENED WITH 1 /4" HARDWARE CLOTH SCREENING. T HOT WATER HEATER GEN CONTR. TO PROVIDE A HOT WATER HEATER OF ADEQUATE CAPACITY TO FURNISH A CONTINUOUS SUPPLY OF HOT WATER FOR ALL LAVATORIES, DISH AND UTENSIL WASHING FIXTURES, ETC., H. W. HEATER IS TO BE MT'D. ON 6" LEGS OFF FLOOR AND CLEAR ALL WALL BY A MIN. OF 6" PER CODE. ITEM NO. SHT._ FPS_° =___DISHWASHING MACHINE 1. N.S.F. STANDARD NO. 3 APPROVED Mr G. DISHWASHER AND STN'D. NO. 5 APP. MF'G BOOSTER HEATER +180 DEG. F. WITH MECH. EXHAUST VENTILATION AS REQ'D. ABOVE 2. N.S.F. STANDARD NO. 3 APPROVED MFG. DISHWASHER, LOW --TEMP. CHEMICALLY SANITIZED +140 DEG. F. SHT. TOILET & DRESSING FACILITIES —----- 1. SINGLE TOILET ROOM: 4 ea. EMPLOYEES ------- 2. SINGLE DRESSING ROOM: MIN. 20 SQ. FT. ------- 3. SEPERATE TOILET ROOM: 5 OR MORE EMPLOYEES 4. SEPERATE DRESSING ROOM: MIN. 20 SQ. FT. PUBLIC TOILETS --_ _— 1. SEPERATE TOILET ROOMS FOR EACH SEX: ------- 2. URINAL FOR MEN: SHT. FS-HOODS AND DUCTS K.E.C. OR G.G. SHALL PROVIDE EXHAUST VENTILATION SYSTEM ITEM NO. 45 — EXISTING SHT. /A GARBAGE DISPOSAL ------- 1. DISPOSAL IN DISHTABLE: 2. DISPOSAL IN CONE IN DRAINBOARD AS PER CODE: ------- 3. DISPOSAL IN SINK IN ADDITIONAL COMPARTMENT: 4. PRE -RINSE PER CODE: LIGHTING G. C. SHALL PROVIDE AT ALL BAR AND FOUNTAIN GLASS WASHING SINKS, ALL DISHWASHING AREAS, AND ALL FOOD PREP AREAS AT LEAST 20—FOOT CANDLES OF LIGHT, 30" ABOVE THE FLOOR. FOOD AND UTENSIL STORAGE ROOMS, TOILET AND DRESSING ROOMS SHALL BE PROVIDED WITH AT LEAST 10—FOOT CANDLES OF LIGHT. LIGHT FIXTURES SHALL BE DESIGNED FOR CLEANABILITY. LIGHT FIXTURES IN FOOD PREP, FOOD STORAGE AND DISHWASHING AREAS SHALL BE PROTECTED AGAINST BREAKAGE THROUGH USE OF PLASTIC SHIELDS, PLASTIC SLEEVES, SHATTERPROOF BULBS AND/OR OTHER APPROVED DEVICES. VENTILATION G. C. SHALL PROVIDE APPROVED VENTILATION THROUGHOUT ESTABLISHMENT (INCLUDING TOILET ROOMS AND DRESSING ROOMS) TO KEEP ALL AREAS REASONABLY FREE FROM EXCESSIVE HEAT, STEAM, CONDENSATION, SMOKE, VAPORS ETC., AND TO PROVIDE A REASONABLE CONDITION OF COMFORT FOR ALL EMPLOYEES WORKING THERE. GAPS AND SPACES BETWEEN EQUIPMENT BASE AND TOP OF ISLANDS SHALL BE SEALED WITH A NONHARDING SEALANT (SILICONE SEALANT). ALL EQUIPMENT ON COUNTERS, TABLES AND SHELVES THAT ARE NOT EASILY LIFTED ARE TO BE INSTALLED ON APPROVED 4" INCH LEGS, OR SEALED TO TABLE, SHELVES, ETC., BY K.E.C. ALL EQUIPMENT, FLASHING, AND BACKSPLASHES ARE TO BE -� ADEQUATELY SEALED TO WALL AND TO ABUTTING EQUIPMENT OR MOVED AWAY FROM THE WALL 6" FOR EVERY 4—LIN. FEET OF EQUIPMENT FRONTAL LENGTH OR AWAY FROM EACH OTHER. SOLDERING, WELDING, APPROVED SEALANTS, OR "T" CAP MOULDING MAY BE USED. A MIN. OF 30" CLEARANCE BE PROVIDED FOR ALL AISLES. BY K.E.C. �.�./ SHELVING SHALL BE CONS DESIGN OF SMOOTH METAL R WOOD WHICH HAS BEEN FINISHED AND SEALED. BOT SHELF . T +6" OFF FINISH FLO BACK OF SHELVES 1" CLEAR R SEAL BY G. PLUMBING GAS, AND ELE ICAL PER LOCAL CODE: SEE EQUIPMEN IXTURE LUMBI G PLAN SEE EQUIPMENT XTURE ELECTRICAL PLAN _ "; W ry III 75; 0 O a 0 Iz W �nI��CD W W L1% Lli C/) 0 ® w o v m CONCRETE SMOOTH WITH SEALER QUARRY TILE -J ! 0 0 i 0 CERAMIC TILE 0 EPDXY _j Li VINYL SEAMLESS W/ -COVED BASE WOOD CARPET METAL (GALVANIZED) CONCRETE COVED RADS. W/SEALER I CCOVEDRRADIUS (3/8" MIN.) CERAMIC TILE V) COVED RADIUS 3 8" MIN. < EPDXY CO COVED RADIUS 3 8" MIN. SLIMFOOT TOP SET METAL (GALVANIZED) FIBERGLASS (FIBERGLASS REINF. PANEL) A 00 19 CERAMIC TILE _j VINYL COVER'G STAINLESS STEEL i METAL (ALUMINUM) GYPSUM BOARD (5/8" THICK) VINYL ACOUSTICAL (WASHABLE TILE) PLASTER (SEALED) MARLITE METAL (ALUMINUM) GYPSUM BOARD (5/8 THICK THE ENCLOSED PLANS ARE DESIGNED WITH THE PRINCIPAL REQUIREMENTS FOR THE SATISFACTORY CONSTRUCTION AND OPERATION OF AN EATING AND DRINKING ESTABLISHMENT FOR: OWNER STREET: CITY: STATE CA ZIP PHONE - NAME AND LOCATION OF NEW ESTABLISHMENT NAME STREET: CITY: STATE : Ca ZIP 1154.1 ilIi r1 W.&I CAFETERIA: FOOD TO GO: DINING: CATERING: NO. OF EMPLOYEES: VENDING: NO. OF SEATING: INDOOR SEATING: PAPER SERVICE: OUTDOOR SEATING: SELF—SERVICE: SNACK BAR: BAR & LOUNGE: DRIVE THRU: ~ BEER & WINE: FREE STAND'G. BLDG: LIQUOR: STRIP CENTER: COOKING: MALL: Q FREEZER WALK IN @ FREEZER WALK IN SEE ARCH. DRAWINGS FOR DINING AREA WALL & CLG FINISHES 0 HOOD 0 WALK IN COOLER & FREEZER PAINTED —SEMI —GLOSS ENAMEL,LIGHT COLORED. mli. • A * ' o to co rn �c C> � U� v m� 0 � U � Q L N N_ Z` Ni_ T cy cL ems.. co ai .�.., Z N co x L P4 0 c� �U o � �co cif v t° U) w of SNS �� fl EQUIPMENT PLUMBING ELECTRICAL EQUIPMENT PLUMBING ELECTRICAL REVISIONS BY DESCRIPTION MFGJM®D)EL SUPPLIER INSTALLER w REMARKS REMARKS DESCRIPTION F ./MOD)EL SUPPLER INSTAL Cr REMARKS REMARKS 1-14-04 � UPATESLD `� em0 " Z �1 y�y "N� W (�� 1©P1 g LLJ Q�J e 9.Y. ® ��p■/ Cc m @ i�i . Z L1J . Z ��. ,ram O. .e� < '� V? tt� �J 00 g ae W M Cd (d q CL 0 M < ���) .MI tL �Z�y rIv tt,> uJ D �' v. f/� V CL 9 J ®R C'� L�. 9 C? W : ;/�j 91. = e0 i e t� 9 (-�i] qiP �► �C 2 4 MM n. 0 �' Z C"'< �.. .J ia. V .JI :E MY. ..� 1 1 HOT WATER HEATER N.I.C. BY P.C. • VERIFY UTILITIES W/MECH. DRAWN GS 48 1 EXHAUST HOOD GEMINI #WCFS-250 • • 120 10.0 1 D HOOD LIGHTS WIRE THRU SWITCH 2 1 JANITOR'S SINK N.I.C. BY P.C. 1*1 1/2" 1/2" 3" VERIFY REQ'MNTS W/P.C. 49 1 ARE PROTECTION SYSTEM W/GAS SHUT OFF VALVE ANSUL #R102-UL300 • • P.C. TO INSTALL GAS VALVE 120 10.0 1 D 3 1 JANITOR'S SHELF METRO BR -SERIES 50 SPARE NUMBER 4 M ICE MACHINE & BIN )COMT?W656AS/BH-55O i 1/2' FS (2) INSULATED I.W. TO FS 208 13.6 1 D 51 2 EXHAUST FAN GEMINI #EX-UP-13 0 i 1 0/208 1 1 D INTERLOCK W/ WAIL SWITCH N 5 SPARE NUMBER 52 2 SUPPLY AIR FAN GEMINI #SUEC06500 • • 1/2' FS VERIFY LOCATION ON ROOF 1 0/208 3/4 1 D INTERLOCK W/ WALL SWITCH 6 1 SODA SYSTEM 120 10.0 1 0 VERIFY W/SYSTEM PROVIDER 53 1 LOT S/S WALL FLASHING CUSTOM S/S i +� Q 7 1 LOT DRY STORAGE SHELVING METRO #BR SERIES i 54 1 O.B. RANGE W/CONV. OVEN GARLAND #H-284 1" 270 120 8.0 1 0' 8 1 SHELVING METRO #BR SERIES i 55 SPARE NUMBER H w w 9 1 LOT LIQUOR STORAGE SHELVING METRO #BR -SERIES 56 1 CHEESE MELTER GARLAND #GXCM60 • 1/2' 62.5co z 10 SPARE NUMBER 57 1 GRIDDLE/O.B. RANGE W/C0NV. OVEN GARLAND #H282 +� • 1' 210 W/GAS REGULATOR 120 8.0 1 0,,,,f n 11 1 SOILED DISHTABLE CUSTOM S/S i 2" 58 1 CHEESE MELTER GARLAND #GXCM60 i 1/2' 62.5 w 0) N It 12 1 WALL MTD RACK SHELF CUSTOM S/S • 59 1 WORK COUNTER CUSTOM S/S i 120 10.0 1 0 CONV. OUTLETS 13 1 PRE RINSE FAUCET • 1/2" 1/2' 60 SPARE NUMBER o 14 1 LOW TEMP DISHWASHER N.I.C. BY VENDOR �' 1/2" 2" VERIFY W/VENDOR 120 13.0 1 D VERIFY W/VENDOR 61 2 S/S WALL SHELVES CUSTOM S f S co 15 SPARE NUMBER 62 1 CHAR BROILER GARLAND #GXC30 • 3/4" 105 o 4 �V- L o C\2 -ter` v 16 1 CONDENSATE/CHEMICAL CUSTOM S jS, 1 f 2" l /2" FS l 1 %2 !W TQ FS 63 1 O.B. RANGE GARLAND #H-28 i 1/2* 80 �'U EXHAUST HOOD 17 1 CLEAN DISHTABLE CUSTOM S/S • 1 BACK COUNTER CUSTOM S S /64 • 120 10.0 1 0 CONV. OUTLETS IS 18 1 WALL SHELF CUSTOM S/S i i 65 SPARE NUMBER 19 SPARE NUMBER 66 2 S/S WALL SHELVES CUSTOM S/Sto co MONO 20 SPARE NUMBER 67 SPARE NUMBER 21 1 SHELVING METRO #BR SERIES 0 0 68 SPARE NUMBER 22 1 3-COMPT. UTENSIL SINK CUSTOM S/S i FS 2' I.W. TO FLOOR SINK 69 1 LIFT TOP/SWING GATE CUSTOM S/S 23 1 WAIT SHELF/POT RACK CUSTOM S/S • 208 11.0 3 0 70 SPARE NUMBER • "" 24 1 WORK TABLE W/PREP SINK CUSTOM S/S 0 0 1/2" 1/2" FS 1 1/2" I.W. TO FLOOR SINK 120 10.0 1 0 71 1 CASH REGISTER N.I.C. BY OWNER •0 120 5.0 1 0 VERIFY W/OWNER FURNISHED EQUIP 25 SPARE NUMBER 72 1 FRONT COUNTER CUSTOM S/S BODY • _ WOOD TOP �- 26 2 WALL SHELVES CUSTOM S/S • • 73 1 DISPLAY CASE FEDERAL CG--654-DC # • • 120 12.0 15.0 1 GENERAL PURPOSE OUTLETT�°; 27 1 FOOD PROCESSOR ROBOT COUPE #R6Y 120 12.0 1 O 75 1 DISPLAY CASE FEDERAL #CG-654-DC 9 120 12.0 15.0 1 D GENERAL PURPOSE OUTLET 28 1 SLICER BERKEL #919/1 120 1/2 1 0 75 SPARE NUMBER 0• uj 29 1L0T STORAGE SHELVING METRO #BR -SERIES i 76 1 FRONT COUNTER CUSTOM S/S BODY WOOD TOP • C1 w W �+ 30 SPARE NUMBER 77 1 SNEEZE GUARD ASSEMBLY CUSTOM S/S i 120 10.0 1 D � _ W E-4 zz 31 1 HAND SINK UNIVERSAL #HS-1 0 9 1/2" 1/2" 1 1/2' DIRECT WASTE 78 1 UNDERCOUNTER REFRIG. PENGUIN • FS 1INSUL.I.W. TO FS 120 3.0 1 D W '1 ; >-4 a )g0,0 32 1 FLY FAN MARS #42NCH • 120 5.1 1 D WIRE THRU DOOR SWITCH 79 SPARE NUMBER W� > to z 33 1 WALK IN COOLER/FREEZER�) FS 2 1" INSULATED I.W. TO FS 120 20.0 1 D SEE DETAIL C/FSD 80 SPARE NUMBER W Z y z 34 1 LOT REMOTE REFRIGERATION SYS. 208 1 D 2HP COOLER, 2HP FRZR, l HP FOR REMOTE U1C REFRIG. SEE MFGRS �%PDRAWINGGS 81 1 UNDERCOUNTER REFRIG. PENGUIN i FS 1' INSUL I.W. TO FS 120 3.0 1 D .� �..e. i ►..� E co a E+ V) 0 H a 35 SPARE NUMBER 82 1 REFRIGERATED RAIL ATLAS RML-2 i 120 12.0 1 D 0 0 � � 36 1L0T COOLER SHELVING _ METRO #NK3 SERIES �► 83 SPARE NUMBER g u c� 37 1L0T FREEZER SHELVING METRO #NK3-SERIES • 84 SPARE NUMBER codE` 38 1L0T STORAGE SHELVING METRO #BR -SERIES 85 SPARE NUMBER 0 LU CC � A 39 SPARE NUMBER 86 1 WINE DISPLAY COUNTER CUSTOM S/S • FS INSUL 1 I.W. TO FS " 120 5.0 1 D C 40 SPARE NUMBER 87 1 REACH IN REFRIGERATOR TRUE #T-23 • 120 9.0 1 0 x l.L. 41 1L0T EMPLOYEE LOCKERS KELMAX #EL3/18-EL391$ 0 120 6.0 1 Q 88 1 BEVERAGE COUNTER CUSTOM S/S 0i FS 1 1/2' N.W. TO FLOOR SINK 120 10.0 1 0 14 42 1 WINE STORAGE SHELVING METRO BR -SERIES 9 1 89 2 WALL SHELVES CUSTOM S/5 0• Date: 1-15-43 scale: 43 1 OFFICE EQUIPMENT N.I.C. BY OWNER 120 10.0 1 0 VERIFY W/OWNER'S EQUIPMENT....- _ _ _ 44 SPARE NUMBER 91 1 COFFEE BREWER N.I.0 BY LP. • 1 0/208 30.0 1 D VERIFY W L.P. Drawn: 45 SPARE NUMBER *% "S B ., P. . 15.0 1 0 /120 VERIFY W L.P. Approved: 46 1 HAND SINK UNIVERSAL #HS-1 i i l/2" 1/2" 1 1/2' DIRECT WASTEkwo 93 1 SO ICE DI NSER A.I.C. BY i 120 10.0 1 0 yob: BACK COUNTER W/ CUSTOM 120 10.0 47 1 S/S 0 0l ' Cosheet: (2) WALL SHELVES �6 , sr F.-S.E.C.- FOOD VICE EQUIPT NT CONTRACTOR, Q.C.- GENERAL CONTRACTOR, Lk- LOCAL ERVEYOR, 0. OUTLET, D- DIRECT CONN., F.S.- FLOORS , LW.- INDIRECT WASTE. D.W. DIRECT WASTE O F.S.E C.• FOOD SERVICE EQUIPTM ENT CONTRACTOR, G.C.- AL CONTRACTOR, L.P.- LOCAL PERVEYOR, 0s OUTLET, Da DIRECT C .j FS.a . FLOOR K, LW.,- INDIRECT WASTE. D.W. DIRECT WASTE a E- EXISTING R- RELOCATE - NEW M- DIFY °i E- E TINGi R- RELOCATE N- NEW M-MODIFY Of Sheets wfl Z w ap ZO �m 4 w W za a K 02 �,w fl WW 3w Z Zz Z O W W �O fl U ww K= 6a Q uwi z �o w ow-0 r0 W za �w Z K 3Z j Q a F } W tSl az �w o -1 M zz 0w oz w 'h z r 2 �y w t� H � Q U = Z r� w xo Q= r W od n. N �w az dz� 00 z a o a U a� 0 tl! U = 4 r W O K m 0. 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Y JF W p p (_Z� O NU O � 4 a W U � Z � a 02 'o z >- a� oz Nw za tii uT © 0 zo REVISIONS BY 1-14-04 PARKING LD UPDATES COMPENSATING HOOD WCFS-FL250 1504822.5 THE HANGER TOTAL EXHAUST 3750 Revision Date TOTAL SUPPLY AIR TO HOOD 3375 EXHAUST COLLAR MUST BE INSTALLED WITHIN EXHAUST COLLAR TOTAL SUPPLY AIR FROM ROOMt 375 5/8-13 ALL THREAD ROD TOTAL SUPPLY AIR 3750 THE SHADED AREA. NI AIR SYffEMS CONNECTED TO ROOF JOIST SPECIFY: F-1 SHIPPED LOOSE AGENI BY OTHERS, El FACTORY WELDED 5/8-13 HEAVY DUTY LOCK NUT ONE ABOVE AND ONE BELOW (COLLAR WILL BE SHIPPED LOOSE IF NOT SPECIFIED) 1742 SABRE STREET - HAYWARD, CALIFORNIA 94545 HANGER BRACKET BY OTHERS. STAINLESS STEEL HANGER BRACKET. SUPPLY COLLAR(S)WILL BE FACTORY WELDED. *CONSULT FACTORY FOR ALTERNATE LOCATIONS). S WCFS-FL250 15048 MH18376 ?7 11�1 '17 71 zz 71 77 77 77 7, z1 7, 77 'IVf z Z/ ZY Z" 1'/ 'V "ZE 11, As. THEADED ROD AND LOCK NU TO BE SUPPLIED bi 1N_11MLLf1NU CONTRACTOR. HANGER BRACKET IS PRE -PUNCHED AT FACTORY, V/11 J_717_7 777 77_ E:0 ... .... ....... 18 Distance cooking slu"rfcce to I a edge of hood, Mtn.exhaust air flow C T;s Of I a, Max. Inip* air flow C MIT h? L4 Min. Overhang Max. cooldno surface temperature 0 0 1 0 0 a Q) CO TYPICAL HANGER BRACKET LOCATION MIN.: 36 MAX.: 48 250 225 6 6 6000 6 1/2" 3 1/2- .. ..... ... .. ... ...... ........ U*_Il _77 Greater exhaust and/or lesser supply air flow rates may be required for complete 0 F I vapor and entoks removal In specific Installation. 15 1 L6 0 51 Fire Cabinet Replace grease filters with U.L classified filters only. Q) 3" AIR -SPACE 3" AIR -SPACE ....... ................ Lo 2z ............. ...... 24 0. A. 't a 4 ........ . 0. A. 12 12 1 u) '216 0 ....... Z LIGHTING: 120VAC 60 Hz 12 AMPS 1/0 *0 . I-- o) ........ ...... ...... 3====0 9 /4 ,+ .... ....... . [EIS 2 gLeesessee. CL CL Y) < Q U.L. HOOD PLATE 0-0, E 0 0 ww z 0 41, 150 150- ATTACHED TO FRONT OF HOOD O'N 0 0 Lo In < < Z 9 26' 0. A. 7 7/8_� CUSTOMER APPROVAL TO MANUFACTURE X OL cn=�. 0:2 19 3/4 U L'i W Li _IX 0 APPROVED AS NOTED EI 0­ = 11 < 12 ­37 1/2- 75 Uj - 0 �­Il 3: Z C"I n C14 APPROVED WITHOUT EXCEPTION 0 -j E Uj DO za n� z REVISE AND RESUBMIT 0 0- SIGNATURE C D CN HOOD PLAN 48 47 48 < N E -101 ry ':2 SCALE: 11/4"=V-0" NAME DATE "_ -e e, 150 O.A. < 0 COMPLIAMI FIRE supmesslom VATvm -to tE 14LB6 2.:1 PLAN VIEW .1 N n W no SCALE: 1/2"=V-0" 00 z 3 1/2" ITEM: # X 4_� W W 6 1/2" M V) LAJ U. o- n DESIGN SPECIFICATION co -114 FINISHED CEILING 20, a) THE FILTER m U.L. VAPOR 0 TO BE MODEL WCFS250, A WALL TYPE SINGLE FILTER BANK KITCHEN r_0 _IJ 1:3 -f, It, V) PROOF LIGHT VENTILATION HOOD MANUFACTURED BY GEMINI STAINLESS INC. 1742 In Cd CHECK ONE: C\2 SABRE STREET, HAYWARD, CA., 94545. 0 -*--) M � @) DUCT COLLAR STAINLESS STEEL BAFFLE FILTER a- Z THE MODEL WCFS2501S FABRICATED FROM TYPE 300 S/S. WHERE m RW CLEARANCES LESS THAN 12" REQUIRE THREADED ROD EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TIGHT AND ALL 3 18 GA. METAL I ;� M X ALUMINUM STEEL BAFFLE FILTER 3 BY OTHERS EXPOSED SURFACE WILL BE POLISHED TO A #3 OR #4 FINISH. THE z 3 SUPPLY AIR COLLAR CEILING ENCLOSURE PANELS. 'WL A A O'n MOUNTING FLANGE WCFS2501S BUILT IN COMPLIANCE WITH NFPA STANDARD #96, U.L. Fr W . -111 WITH U.L. CLASSIFIED CLASSIFIED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL UL U.L. 16" HANGER BRACKET 0<:4 co FIRE DAMPER LENGTH SEMI -CONCEALED GREASE TRACK THAT WILL PITCH TO A z AIR FLOW CHARACTERISTICS U) C\2 4 REMOVABLE GREASE COLLECTOR. FILTERS TO BE U.L. LISTED 3: BAFFLE FILTERS _6-� z U) 1400 CO cc 0 z Oil-, INSULATED PLENUM 22 1/2 1/4"O BOLT HOLES ALUMINUM BAFFLE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. X 40 wee fr'5 1300 1 HOUR FIRE RATED 1-il 00 ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION r. LO -I� I I I 1 1 - @ 12" O.C. BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. Q0 Lz 120 SURFACE BY OTHERS CO U) r­ WCFS-FL250 1504822.5 THE HOOD WILL BE EQUIPPED WITH U.L. LISTED LIGHT FIXTURES ON 1100 4'-0" MIN. CENTERS, SUITABLE FOR 100 WATT INCANDESCENT BULBS Lli WITH PLASTIC COATED GLASS BULB AND WILL BE PRE -WIRED TO A L1j 1000 6 OVERHANG REQUIRED SINGLE CONNECTION POINT. 0 3" AIR SPACE a. ) 0: 1 900-- FACTORY RECOMMENDS 5 12 ON COOKING EQUIPMENT IL z i 7 36 MIN. 800 LOCATED AT OPEN END 12 OVERHANG ON ry to CHARBROILERS LOCATED Ce 0. REMOVABLE OF HOOD. GENERAL NOTES 2 700- 0 6 MIN. 48 MAX, AT OPEN END OF HOOD. 0;: 600--- GREASE V) 0 z -0 2XT1- IT IS RESPONSIBILITY OF THE INSTALLER TO INSTALL THE HOOD (D 7; COLLECTOR < U_ 500 MIN. SYSTEM IN ACCORDANCE WITH ITS INSTALLATION INSTRUCTIONS, e-- 0 400- < ALL APPLICABLE CODES AND TO THE APPROVAL OF THE C) 3,00 44 78 7, AUTHORITY HAVING JURISDICTION. 200 z?- 0 M 100 GEMINI AIR SYSTEMS SHALL NOT BE RESPONSIBLE, OR LIABLE In EQUIPMENT F_ 0 In 00 FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE ::D z 0 25 .50 .75 1.00 1.25 1 BY OTHERS .- z a0 z 2 STATIC PRESSURE (measured in inches of H 02) Z OR AIR VOLUME OTHER THAN THAT INDICATED AND/OR SPECIFIED. 00 FINISHED FLOOR V) 0 EXHAUST FAN(S) SHOULD BE ELECTRICALLY INTERLOCKED WITH V) 0. 'T7- 00 THEIR RESPECTIVE MAKE UP AIR FAN(S). 5q CFM vs. STATIC PRESSURE "T �z 02 �B STATIC PRESSURE CFM FILTER SIZE INCHES (HEIGHT X WIDTH) THE HOOD .>-sn 0 06 Ei PER of FILTER SECTION VIEW FRONT ELEVATION TYPE 1 U.L. LISTED #710 �Lq Z 16X20 20X16 20x2O BLANK MODEL# WCFS-FL250 15048 12X16 12X20 16xl 6 SCALE: 1/2"=V-0" SCALE: 11/2"=V-0" 8,52 0 _j 200 0.15 0.10 0.07 0.04 0.04 0.04 U.L. LISTED EXHAUST AIR FLOW RATE AT CFM/FT OF CAPTURE 250 0.23 0.16 0.12 0.07 0.07 0.06UL 40 300 0.33 0.23 0.17 0.09 0.09 0.08 AREA LENGTH. CAPTURE AREA LENGTH = 150 0.17 0.15 400 0.59 0.40 0.30 0.17 150 12 12.50 FT X 250CFM TOTAL MIN CFM 3125 110- 450 0.75 0.51 0.38 0.21 0.21 0.19 IN INCHES g, ALL DIMENSIONS ARE W �D g 3 500 0.93 0.65 0.46 0.26 0.26 0.23 3750 90 ACTUAL CFM SPECIFIED 11111110- 550 1.12 0.76 0.56 0.32 0.32 0.28 a . C. 00 600 0.90 0.67 0.38 0.38 0.33 E-6 E- Cq In .79 0.45 0.45 0.39 W 650 1.06 0 THE DUCT z 0.52 0.45 c) X 700 0.91 0.52 W 0.59 0.52 0. 750 1.05 0.59 COU P4 I.-Il M, z 800 0.68 0.68 0.59 DUCT SIZE 24 X ___1_2 + 144 2_00SQ. FT. W NUMBER OF DUCTS 1 X --2--00 TOTAL DUCT SQ. FT. EFFECTIVE 1.36 1.75 1.75 2.25 0.00 TOTAL o 0.97 1.25 TOTAL CFM= 3750�TOTAL DUCT SO. FT-1--00 =�_ 1875 FPM EXHAUST AREA CFM 0-01 0.STANDARD FEATURES 8 E. C) E-4 co x( )x( x(7)x( X( )x( 3750 AIR VELOCITY. QUANTITY X( 1.4 E­4 C) z + *DESIGNED FOR COMMERICIAL FOOD SERVICE APPLICATIONS. 6;'R".'06 p:6 05 MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE a 0 + + +12.25+ + + 12.25 25 13/32- UL LISTED 762 FOR REMOVAL OF HIGH TEMPERATURE - r�' -- z 1 -6 L D %d TOTAL EFFECTIVE AREA COOKING VAPOR. LdIa. FILTERS AND COOKING SURFACE: &E MCI .-Of- zggtl? 5 1/2 P4 U In Z NO EXPOSED FLAME (GRILLS AND FRYERS) 24: ACTUAL FPM STANDARD FEATURES Is PREWIRED JUNCTION BOX/DISCONNECT SWITCH. >11 .' 0. Cfl EXPOSED FLAME (RANGES AND BURNERS) 24' a 'e, E­4 6 Is UL LISTED *THERMAL OVERLOAD PROTECTION (on single phase motors only). 0_�'686g'a . Recommended Operating Range EXPOSED CHARCOAL OR CHAR BROIL TYPE FIRES 42" 0 , ;4 Z 0 �g 2 e .2. '.- d IS �o 00 F 42 7/16 9 CONSTRUCTED OF HEAVY *ADJUSTABLE PITCH MOTOR PULLY/BELT DRIVE. . g 0 n of Filter (200 to 400 PM). IE5 16-a zz Z/4 Mr 00 Test date from AMCA Standard 500-71, as GAUGE GALVANIZED STEEL. 4 GREASE COLLECTOR BOX. H THE STATIC PRESSURE -6 a 0-4 per�fCformed by an independent testing laboratory. ELECTROSTATICALLY APPLIED 44/4 HOOD/FILTER 1.4 0 4 -a i - -." - '2- -� 3 2 � zX URETHANE FINISH. DUCT LENGTH VIF sp 33 3 5/8J ANTI -CLOG WEEP- HOLES. -E 0 ELBOWS VIF Sp �� H 9M 9 5/8---19 3/4-'­--�g 5/8 _39--� -39-� ONE PIECE WATER TROUGH V-BELT DRIVE MODELS: k_t W M 0 TP F I Ir-,HT �_Es%__� n '71Z 0 z GEMINI AIR SYSTEMS kJE'r'TC KIC*DA t 09 AMn Mrr Ain f) rN C' BELT DRIVE. BOTTOM FRONT SIDEinches Is ADJUSTABLE MOTOR PULLEY.7 I I MODEL nUL IUIAL SP Dote 03-20-03 E- 0 z L DIA. inches 35 35 39 46 53 1 .T --- - 28 3 4 28 31 I 34 1/2 35 1/2 THE EXHAUST FANZBLOWER ... e%r�kllkll AIM e'\1C­rrkAC� . E + SQ. inches 3/4 2810 1 33 1/2 36 1/2 EST. .24 MANUItAL; I UKLK vLmtf"I /Air\ Z' 1 31 Lffl,3MUL&L A-ur- 1 1) 1 z Drown By I 7 *SPECIFICALLY DESIGNED FOR CANOPY HOODS AIR DELIVERY: Ul 762 MOTOR 1.0 HP 115/230/1PH VOLTAGE 1279 RPM JSL Date: • INCANDESCENT - RATED FOR 100 WATTS UL FILE 1966663 INCHES IN STATICPRESSURE(WATER GAUGE) MODEL NUMBER 0.0" 0.1" 0,211 0.3" 0.4" 0.5 HP CFM CFM CFM CFM CFM CFM SU-ECD-6500 3/4 49803 4780 4530 4280 4020 3780 lig 111110- EX-UP-13: I EXHAUST CFM 3750 AT 0.75 S.P. Checked By 1-15-03 Scale. HP lip T FAN CAPACITY IN CUBIC FEET PER MINUTE (CFM) THE SUPPLY FANZB,.LOWER MANUFACTURER GEMINI AIR SYSTEMS MODEL SU-ECD-6500 MOTOR 0.75 HP 115/230/1PH VOLTAGE 455 RPM 0.40 SUPPLY CFM AT S. P. THE E ND E-UP AIR SYSTEMS SHALL BE CONNECTED BY Job Number XXXXX RPM I S'TM (IN) 0.25r SP Sane Blip 0.500" SP Smog BHP 0.75r SP sans BHP I" SP sores BHP 1.25T SP Sores BHP 1.5w SP Sores BHP 13W SP sans BHP zw SP soles BHP UW SP Bones BHP 2500' SP songs BHP 1/2 1026 502.0 10.7 2709 0,47 9.7 20 0.50 9.0 2119 0.52 9.2 1666 0.51 9.2 739 M39 Drawn: 3/4 1179 5769 3169 1&5 a70 2967 l&2 0.73 2723 11.6 0.76 2422 11.0 9.78 2038 11.2 0.78 1471 11.7 0.72 1 1279 6256 347 1&3 1189 3294 Itl 0.93 3079 114 (198 283D 12.9 agg 1 12.4 203 1.00 065 12.7 0.99 im 0.97, 13.3 M al 1183 Approved: Sheet 1 1/2 1470 711" 402 1 3W jil CKING SWITCH. Certified Air Delivery CFM (cubic feet per minute) Sheet: A N Of Sheets 9 0 m d t3 r-- 1 N 3 X 4 ELEC.PANEL AT RACK tjj REVISIONS BY LIGHT SWITCH ASSEMBLY -FACTORY WIRED TO SPLICE BOX. COMPRESSOR RACK PLATFORM (INTERCONNECTING WIRING & CONDUIT BY ELEC. CONTR.). 1-14-04 POWER T S ROOF PARKING LD SUPPLY 2 VAPOR PROOF LIGHT -FURNISHED W/COLD STORAGE ROOM UPDATES FIRE SYSTEM RUN IN CONDUIT BY ELEC. CONTR J (INSTALLED BY ELEC. CONT'R.). MICRO SWITCH J COOLER EVAPORATOR SPLICE BOX-S.P.S.T. SWITCH BY ELEC, GONTR'R. MOUNTED ADJACENT TO EVAP. AT 78" A.F.F. V 2 24" MIN. BEND RADIUS 1 PURPLE ROOM THERMOSTAT -FURNISHED BY REFRIGERATION CONTRACTOR. NO FACTORY ELLS 12Oj6O/~�1-��1 N RED ,lam COOLER OR 45° 3 BLUE V LIQUID LINE SOLENOID -FURNISHED BY REFRIGERATION CONTR'R. 2ND FLOOR & OR �j CONTACTORS - X YELLOWBROATTIC SPACE EVAPORATOR COIL -FURNISHED BY REFRIGERATION CONTRACTOR, LOAD LOAD 3 4 HIGH TEMP. ALARM -FURNISHED BY REFRIGERATION CONTRACTOR. HOLDING HOLDING r(,� I COIL COIL EVAPORATOR S DOOR JAMB HEATER SPLICE BOX. FIN CEILING 7 A T S NOTE: INTERCONNECTING WIRING,CQNDUIT, & FINAL CONNECTION FINISHED BUILDING WALL 1 J FOR ITEMS 3 TO 8 BY ELECTRICAL CONTRACTOR. X J 5 WIRE DEFROST -POWER ORIGINATES AT REFRIGERATION c �, POWER COMPRESSOR RACK. SEE EQUIPMENT SCHEDULE FOR VOLTAGE, APPROVED TYPE SMOOTH WALL CONDUIT 4 SUPPLY V 2 PHASE AND LOADING. SEE REFRIGERATION PLAN FOR SIZE Q (D- FREEZER �D VACUUM RELIEF VALVE -FURNISHED WITH COLD STORAGE ROOM. U PULL BOX WITH COVER SEE REFRIGERATION PLAN FOR SIZE Q LINE LINE DRAIN LINE V 3 4 5 6 �J J�5 R} SEE REFRIG. RAISED CURB T. STAT. SOLENOID PLAN FOR FINISHED FLOOR 4 Q DRAIN LINE HEATER % A T S COOLER T S HEIGHT w HOOK-UP BY ELEC. VARIES n � CONTRACTOR. POWER J �= / J CONTACTORS, WIRING, AND HOOK UP SUPPLY Jt BY ELECTRICAL CONTRACTOR U V � V 2 Q I NOTE: DRAIN LINE HEATER: TERM N AND 1 24" MIN. BEND RADIUS T. STAT & SOLENOID: TERM N AND 4 '� 2 � FREEZER NO FACTORY ELLS TINECLOCK TERMINAL "N" IS NOT NEUTRAL OR 45° N� WIRING CH TI FIRE YFREEZER WIRING SCHEMATIC L STORAGE G WIRING SCHEMATICS C CONDUIT AND PILL BOX DETAIL D _ N� X0 O INDIRECT WASTE PIPING co V£RFIY SEE REFRIGERATION PLAN RAISED CURB (IF ANY = x COLD STORAGE ROOM C) --, �`- LO cv FINISHED WALL O n> CURBED OPENING a 2" MIN. �k FOR ELECTRICAL BUILDING WALL 4 4 ° q ri4 4 ° '4 o LINES FINISHED CEILING ���JIJ a ° ° X3 a ° a ° ° SMOOTH AN LEVEL EVAPORATOR la p 1 0 ° 4 3j4" RADIUS +> ctS � anowsm COIL o° 4° p 4° a 4 <1 ° q 44 q d q � CURBED OPENING FLOOR SINK a ° ° a a a * co � O VERIFY SIZE & LOCATION PLAN VIEW FOR REFRIG. A d A WITH F.S.E.C. OR FINISH FLOOR a o \ ° ° CONDUITS AND OR 1/2 E.M.T. TO ABOVE a 4 a 4 CSC ' REFRIGERATION CONTR. LINES CEILING AS SHOWEN o WIYH NO BENDS 1" CLEARANCE BETWEEN ©CAL CODE CO CO OR OFFSETS DRAIN LINE & C.S.R. WALL REFRIGERATION Iffi— BACKFILLCURBED OPENING COMPRESSOR DRAINLINE RACK (CLAMPED TO WALL) BY G.C. "P" TRAP VARIES SEE CURB PLAN FINISHED FLOOR Emm NOTE: G.C. TO W/ HOT 2'° „ RAISED CURB (IF ANY) PITCH AFTER ALL DRAINLINE PITCH 1j 4 ELECT./ REFRIG.- PER LIN. FOOT LINES HAVE BEEN RUN ELEVATION GENERAL SMOOTH AND LEVEL 0 PROVIDE WALLSLEEVES FINISHED ROOF 24 GA. GALV. STL. o AT LOCATIONS INDICATED FFL.00R 3 4" RADIUS / ON PLAN 4 q 4 a °a 0 a q 4 q ° dry? tr p i Uj ° a a ° ° a ° ° y a "V a 4/0 BOX WITH A l /2" z _ �`.Q1 z n° o 0 4° l 0 + 0.0 4 `� CONDUIT POSITIIf ONED �' a o Y 00 AS SHOWEN WITH TABS © FLOOR SINK SEE PLUMBING 1 a a IN UPPER RIGHT AND _ PLAN FOR LOCATION LOWER LEFT OF BOX 00 88, CONCRETE PAD AND FINISHED FLOOR BY 4" FIBER CANT INSULATION ItFINISHED FLOOR GENERAL CONTRACTOR. TOP OF CONCRETE 3/4" PLYWOOD WHEN TWO BOXES ARE 2 X LEVEL JOIST MOUNTED SIDE BY SIRE NOTE: REFRIGERATION CONTRACTOR TO FURNIS 2" 1>--0" 2" PAD TO BE TROWELLED SMOOTH AND LEVEL,,° rr ss AND INSTALL FREEZER DRAINLINE HEATERS SECTION THE DISTANCE BETWEEN ELECTRICAL CONTRACTOR HOOK UP HEATERS � f � W CENTERS SHALL NOT BE LESS TH AN 7" COMPRE S�3 DETAIL REMOTE FI RE E PULL L STORAGE ROOM DRAT LINE Ty IC L. F L R SINK H CONCRETE PAD DETAIL I < 5 j8" GYPSUM BOARD WALL FINISH - SEE SECTION AT FREEZER DOOR FINISH SCHEDULE NOTE: DEPRESSION SIZE TO BE 4`"�f 2'3" LESS ACTUAL Q.D. SIZE OF FREEZER. COVED TILE BASE PREFAB BUILD. FRFEEZER WALL WALL TILE FLOOR 2 X 4 REDWOOD OR PRESSURE TREATED STRIP ALL AROUND DEPRESSION. Az// REINFORCED CONCRETE >< I 4 a 4 00 ° 4 4 Q {� � QS o Gi 4 4" ° 4 a a o 4 0 ° 4 4° ° ° 1 1/2" 4 ° 0 ° ° ° 4 A4 N N (0 0 00 00 L U) s LO DOUBLE SHELF SINGLE SHELF SALAD / 3 UTENSIL / `1' MILK DISP. POT RACK CEILING t9 z � v m t� f ' 00 M C� co m as RRE —RINSE MELTER 170 VENTILATOR SOAP &NTO W L DISPENSERS °o 3" X 3" X 1 /4" Z-BAR MOUNTED TO Ww STRUCTURAL CEILING BY G.C. Q SEE PLAN FOR APPROX. 31# Z h-■I � � LENGTH AND LOCATION z �00Z �C w C) z J 1 j2" ALL THREAD zo� STEEL ROD # BY HOOD INSTALLER '"`""� E—+ M to V ♦ � �? Z STEEL ROD HANGER BY HOOD INSTALLER F z w Q a Date: OUTLINER OF HOOD BUILDING WALL 1-15-03 Scale: Drawn: a i DIMENSIONS ARE i i•' TO CENTERLINE OF BACKING Approved: URETHANE INSULATION i B� nELT] i i w OR HIGH. � E 6 MIL, -�i ai � "i 1 i VAPOR BARRIER DAr • - - , • D NOTE:OTHERWISE,i'INSULATION,I � i i .c - REDWOOD -STRIP,..i. BARRIER w v.. {t OVERLAY TO BE FURNISHED & INSTALLED BY GEN. CONT'R. 4 , t Y r � FSD FREEZER DETAIL AT TILE BASE INSULATED SLAB fi i►,I&IOf ilk► � Sheets :r, "Y' a co m NOTES TO GENERAL CONTRACTOR FIXTURE PLUMBING NOTES FIXTURE ELECTRICAL NOTES FIXTURE ELECTRICAL NOTES (CONTINUED) FIXTURE REFRIGERATION NOTES REVISIONS BY 1-14-04 f i \ PARKING LD =� UPDATES 26. ELECTRICAIN TO PROVIDE DISCONNECT AND/OR THROW OFF SWITCHES FOR ANY 1 • ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL ALL CONDUIT AND PULL WORK ARE TO BE PROVIDED AND/OR PERFORMED 1. ALL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND SCHEDULE ARE 1° BOXES UNDER THE GENERAL CONTRACT FOR FIXTURE REFRIGERATION SYSTEM. THE FOLLOWING ITEMS AND/OR FOR FIXTURES AND EQUIPMENT SHOWN ON FIXTURE FLOOR PLAN ONLY. SEE ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND EQUIPMENT AS REQUIRED BY LOCAL CODE. ALL FULLY OR PARTIALLY EXPOSED PULL BOXES TO BE COMPLETE WITH BY THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTORS UNDER THE GENERAL ARCHITECTURAL PLANS AND/OR GENERAL CONTRACTOR FOR FURTHER BUILDING SCHEDULE ARE FOR FIXTURES AND EQUIPMENT SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT FIXTURE FLOOR PLAN, SEE ARCHITECTURAL 27. ELECTRICIAN TO PROVIDE TEMPORARY POWER FOR FOOD SERVICE EQUIPMENT STAINLESS STEEL COVER PLATES. SIZE OF PULL BOXES TO BE AS SHOWN CONTRACT. REQUIREMENTS. PLANS AND GENERAL CONTRACTOR FOR FURTHER BUILDING ELECTRICAL CONTRACTOR INSTALLERS. ON FOOD SERVICE EQUIPMENT CONTRACTOR REFRIGERATION PLAN. REQUIREMENTS. 2, CONDUIT TO- BE ROUND APPROVED TYPE, DIAMETER AS INDICATED WITH 2, ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE PLUMBING PLAN ARE TAKEN 28. ELECTRICAL CONTRACTOR TO VERIFY SITE AND LOCATION OF ELECTRICAL 1. PROVIDE ALL PLUMBING AND ELECTRICAL ROUGH -INS, INTERCONNECTIONS, AND FINAL TRANSFORMER !F REQUIRED PRIOR TO INSTALLATION WITH FOOD SERVICE MINIMUM BENDING RADIUS OF 24" (FACTORY L'S WILL NOT BE PERMITTED). CONNECTIONS TO ALL RESTAURANT FIXTURES AND EQUIPMENT AS SHOWN ON FOOD FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. PLUMBING 2. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE ELECTRICAL PLAN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF EQUIPMENT CONTRACTOR. PROVIDE AND INSTALL TRANSFORMER PER CODE. VERIFY WITH CODES TYPE OF CONDUIT REQUIRED. GALVANIZED CONDUIT SERVICE EQUIPMENT CONTRACTOR PLUMBING, ELECTRICAL, REFRIGERATION, AND OUTLET TO CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ELECTRICAL SHOULD NOT BE USED WITH COPPER REFRIGERATION SYSTEMS. EXHAUST AND MAKE-UP AIR PLANS. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. 29. ELECTRICAL CONTRACTOR TO LABEL AND NUMBER ELECTRICAL PANELS PER FOOD HEIGHT OF PLUMBING OUTLETS (NOTED AS PLUS 12", 24" ETC., ON FIXTURE „ ,> SERVICE EQUIPMENT SCHEDULE. LABEL TO BE TYPED AND INSTALLED IN A 3, ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE REFRIGERATION PLAN ARE 2. PROVIDE ALL FIXTURE CURBS AS SHOWN ON FIXTURE CURB PLAN. 3. PLUMBING PLAN) IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB) TO 3. HEIGHT OF ELECTRICAL OUTLETS (NOTED AS PLUS 12", 24 ETC.,) ON FIXTURE WATERPROOF MANNER. GIVEN FROM FACE OF FINISHED WALLS TO CENTER LINES OF PULL BOX OR ELECTRICAL SCHEDULE IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB), CONDUIT AND/OR FROM CENTER LINE OF PULL BOX OR CONDUIT TO CENTER 3. PROVIDE AND INSTALL ALL CONDUITS AND PULL BOXES AS SHOWN ON FIXTURE CENTER LINE OF OUTLET. PLUMBING LINES SO NOTED ARE TO BE RUN IN WALL AND TO STUB OUT OF WALL AT HEIGHT INDICATED. TO CENTER LINE OF OUTLET SET HORIZONTALLY. ELECTRICAL LINES SO 3(}, ELECTRICAL CONTRACTOR TO BE PRESENT AT ALL TRADE INSPECTIONS. LINE OF PULL BOX OR CONDUIT, UNLESS OTHERWISE NOTED. REFRIGERATION PLAN. PROVIDE MINIMUM 6" HIGH LEVEL PLATFORM, COMPLETE NOTED ARE TO BE RUN IN WALL AND TO TERMINATE IN BOX OR STUB OUT OF WITH METAL TOP AND FLASHING FOR REFRIGERATION RACK. 4. „ PLUMBING OUTLETS NOTED AS STUB UP ARE TO BE RUN UNDER FLOOR AND WALL AT HEIGHT INDICATED. 31. 4. HEIGHT OF PULL BOXES ON WALLS IS GIVEN FROM FINISHED FLOOR TO CENTER LINE OF PULL BOX. t° ARE TO BE STUB OUT OF FINISHED FLOOR OR CURB AT LOCATION SHOWN ON 4. ELECTRICAL LINES NOTED AS "STUB -UP" ON FIXTURE ELECTRICAL SCHEDULE ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ELECTRICAL CONTACTORS FOR ALL ELECTRICAL COOKING EQUIPMENT FOR FIRE CONTROL SYSTEM. 4• PROVIDE AND INSTALL ALL NECESSARY BACKING AND BLOCKING IN WALLS FIXTURE PLUMBING PLAN. THESE OUTLETS ARE TO PROJECT 2" ABOVE FINISHED ARE TO BE RUN UNDER FLOOR AND ARE TO STUB OUT OF FINISHED FLOOR OR 5, ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUIT FOR REMOTE AND CEILINGS TO SUPPORT FIXTURES, SHELVING, INCLUDING HOODS AND FIXTURE FLOOR OR FINISHED CURBS, AS THE CASE MAY BE, SO AS NOT TO INTERFERE CURB, AS THE CASE MAY BE, At LOCATION SHOWN. 32. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL HEATER TAPE FOR CONDENSATE CO2, SYRUP AND BEER LINES FOR DISPENSING SYSTEMS AS CALLED FOR `� Q CANTILEVER SUPPORTS. SEE FIXTURE BACKING PLAN AND ELEVATION SHEETS WITH INSTALLATION OF FIXTURES. DRAIN LINES IN WALK-IN ,REACH -IN, AND/OR FREEZER BASES. ON FIXTURE REFFRlGERATlON PLAN. C AND FIXTURE FABRICATOR'S SHOP DRAWINGS FOR REQUIREMENTS, 5. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE. 5. ALL FLOOR SINKS TO BE INSTALLED ACCORDING TO LOCAL CODES. FLOOR SINKS 6. ALL 120 VOLT CONVENIENCE OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS 33. HOLES AND/OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR SERVICE 6. ELECTRICAL CONTRACTOR TO SUPPLY POWER AT COMPRESSOR RACK FOR AND CONNECT COMPRESSORS COMPLETE WITH DISCONNECT SWITCHES, UNLESS Q t 5. INSTALL CANTILEVER SUPPORTS FOR KITCHEN EQUIPMENT AND SLEEVES FOR TO BE A.R.E. CAST IRON INDIRECT WASTE RECEPTORS. PLUMBER TO PROVIDE ARE TO BE RATED 20 AMPS. ELECTRICAL CONTRACTOR IS TO PROVIDE ANY OUTLETS, CONDUIT RUNS, WIRING, ETC., SHALL BE CUT BY THE FOOD SERVICE NOTED OTHERWISE HEREIN. SEE FIXTURE REFRIGERATION SCHEDULE FOR l � CANTILEVERED COUNTER STOOLS AND KITCHEN EQUIPMENT AS SHOWN ON FIXTURE GRATES AS INDICATED ON FIXTURE PLUMBING PLAN AND SCHEDULE FOR ALL ADDITIONAL OUTLETS AS CALLED FOR BY ARCHITECT, OWNER, AND/OR GENERAL EQUIPMENT CONTRACTOR ONLY. REQUIREMENTS. a CURB PLAN. ALL CANTILEVER SUPPORTS AND SLEEVES TO BE PROVIDED TO FULLY OR PARTIALLY EXPOSED FLOOR SINKS. IN THE EVENT LOCAL CODES CONTRACTOR. GENERAL CONTRACTOR BY FIXTURE CONTRACTOR AND INSTALLED BY GENERAL REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR, PLUMBER EQUIPMENT CONTRACTOR IMMEDIATELY. 7. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL ALL COM- 0 -' C' Q a CONTRACTOR. SHALL COMPLY BUT NOTIFY FOOD SERVICE 7. ELECTRICAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL EQUIPMENT PRESSORS, LINES, FITTINGS AND VALVES FOR COMPLETE FIXTURE REFRI- � W WHERE CAPS AND CORDS ARE NOT STANDARD WITH MANUFACTURER. ELECTRICIAN GERATION SYSTEM. n 6. PROVIDE AND INSTALL ALL RESTROOM ACCESSORIES AS SHOWN ON FIXTURE 6. PLUMBER TO PROVIDE ALL FLOOR DRAINS AS SHOWN ON FIXTURE PLUMBING TO ALSO SHORTEN ANY CORDS SUPPLIED WITH EQUIPMENT IF REQUESTED TO DO Z `n FLOOR PLAN, AND AS NOTED ON FIXTURE SCHEDULES AND ARCHITECT'S PLANS. PLAN AND ANY ADDITIONAL AS CALLED FOR ON ARCHITECTURAL MECHANICAL SO BY OWNER OR FOOD SERVICE EQUIPMENT CONTRACTOR REPRESENTATIVE. 8. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL WELDED PLANS. 8, ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL BOXES ANGLE IRON RACK AND PROTECTIVE HOUSING SIZE TO HOLD ALL REMOTE > CIO 7. PROVIDE AND INSTALL ALL TILE FOR FLOORS, BASES, WAINSCOTS, AND WALLS FOR REFRIGERATION, BEVERAGE, AND SODA GAS LINES. SEE FIXTURE REFRI- COMPRESSORS AND CONDENSORS. <t I WHERE SHOWN ON THESE PLANS AND ARCHITECTURAL PLANS AND AS SPECIFIED 7. FIXTURE FABRICATORS TO PROVIDE ALL FAUCETS WHERE PART OF FIXTURE GERATION AND/OR FIXTURE ELECTRICAL NOTES AND PLANS. % BY ARCHITECT AND DECORATOR. TILE ON WALLS IN KITCHEN AND SCULLERY AND AS SHOWN ON FIXTURE PLUMBING SCHEDULE, UNLESS OTHERWISE NOTED. REFERENCE USED FOR FAUCET IS "T & S" FOR T & S BRASS & BRONZE WORKS, 9. ELECTRICAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR LOCATIONS A5 9. GENERAL CONTRACTOR TO SUPPLY AIR COMPRESSOR ROOM AS FOLLOWS: 1,200 03 AREA TO BE INSTALLED PRIOR TO INSTALLATION OF FIXTURES. DECORATIVE INC., AND "FISHER" FOR FISHER MANUFACTURING COMPANY, "C.F." FOR CHICAGO INDICATED ON PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR FREEZERS, CFO S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR ROOM ROOM AND BLOWN DOWN ACROSS THE FAGS OF COMPRESSORS, WITH PROPER ci `� TILE ON WALLS 1N SEMI -EXHIBITION COOKING AND SERVING AREAS TO BE FAUCET COMPANY. ELECTRICAL CONTRACTOR TO PROVIDE 4 AND/OR 5 WIRE SERVICE FROM / GRILLS IN WALL TO SAME AMOUNT OF AIR, IF COMPRESSOR ROOM WILL a� ��-- INSTALLED AFTER INSTALLATION OF FIXTURES. COMPRESSOR TO UNIT AND/OR UNITS. EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. 8, PLUMBER TO PROVIDE ALL VALVES, TRIM, AND PRESSURE REGULATORS 8. PROVIDE AND INSTALL ALL WOOD PANELING, BEAMS, JAMBS AND TRIM AS SHOWN NECESSARY TO CONNECT ALL LINES TO FIXTURES. ALL EXPOSED PIPE AND TRIM ABOVE WORKING HEIGHT OF FIXTURES TO BE CHROME PLATED ALL 10. WHERE 208 VOLT IS SPECIFIED, FOOD SERVICE EQUIPMENT CONTRACTOR WILL PROVIDE TRANSFORMERS TO CORRECT VOLTAGE TO 230 VOLT FOR REMOTE ICE 10. ELECTRICAL CONTRACTOR TO PROVIDE 4-WIRE, OR 5-WIRE TO 7-WIRE N CL ON INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS AND AS SPECIFIED EXPOSED PIPE AND TRIM BELOW WORKING HEIGHT TO BE PAINTED WITH SILVER MAKER CONDENSING UNITS ONLY. TO BE INSTALLED AND CONNECTED BY COLOR CODED SERVICE FROM FREEZER COMPRESSOR AND TIME CLOCK TO AND DETAILED ON ARCHITECTURAL PLANS AND BY DECORATOR, UNLESS NOTED PAINT BY PLUMBER AFTER INSTALLATION. ELECTRICAL CONTRACTOR. FREEZER BLOWER COIL IN FIXTURE FOR AUTOMATIC DEFROST SYSTEM. OTHERWISE. 11. CONDUIT RUNS ON PLAN FOR SYRUP LINES, CO2, GAS LINES, AND REFFRlG- 9. PLUMBER TO USE COUPLE JOINTS, NOT SWEAT JOINTS, TO CONNECT ALL 11. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ERATION LINES ARE SHOWN ONLY SCHEMATIC: CONDUIT SHALL NOT EXCEED BUILT-IN EQUIPMENT FOR EASE IN REMOVAL OF EQUIPMENT FOR SERVICE OR ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING AND EXHAUST 45 FEET IN LENGTH ON HORIZONTAL OR VERTICAL RUNS, AND NO MORE 9, FOOD SERVICE EQUIPMENT CONTRACTOR TO SUPPLY ALL DECORATIVE WALL- REPLACEMENT. PLUMBER TO PROVIDE PLASTIC REINFORCED TUBING COMPLETE SYSTEM CONTROLS. THAN THREE (3) CONDUIT BENDS WITHOUT TERMINATING IN A 12" X 12" X 4" COVERINGS LISTED ON FIXTURE AND EQUIPMENT SCHEDULE. THESE WALL WITH REQUIRED SHUT-OFF VALVES AND FITTINGS FOR ALL PORTABLE COUNTER PULL BOX. PULL BOX LOCATIONS SHALL BE ACCESSIBLE FOR PULLING OF MATERIALS ARE TO BE INSTALLED BY GENERAL CONTRACTOR, UNLESS NOTED EQUIPMENT, 12. ELECTRICIAN TO SUPPLY STAINLESS STEEL COVER PLATES FOR ANY FULLY OR LINES, CONDUIT BENDS MUST HAVE A MINIMUM RADIUS OF 24". OTHERWISE. GENERAL CONTRACTOR MUST PROVIDE REQUIRED MATERIAL QUANTITY PARTIALLY EXPOSED PULL BOXES AND/OR ELECTRICAL ACCESS BOXES AND TO THE FOOD SERVICE EQUIPMENT CONTRACTOR, ALL TAKE -OFFS TO BE VERIFIED 10 PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES TO PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. 12. GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORM ON ROOF. TOP OF PRIOR TO ORDERING. INDIVIDUAL FIXTURES OR EQUIPMENT AND WADE SHOCK STOPS #W-5) ON ALL ( 13. ELECTRICIAN TO PROVIDE POWER ON ROOF FOR AND CONNECT COMPONENTS OF PLATFORM COVERED WITH GALVANIZED SHEET METAL. SEE PLAN AND/OR GLASS FILLERS. FIXTURE MAKE-UP AIR AND EXHAUST SYSTEMS, INCLUDING CONTROL PANELS FOR SCHEDULE FOR SIZE. 10. PROVIDE AND INSTALL ALL LIGHTING FIXTURES WHERE PART OF BUILDING AS 11. PLUMBER TO DRAIN ALL FIXTURES AND EQUIPMENT AS REQUIRED TO EITHER WATER WASH HOOD. ELECTRICIAN TO INTERCONNECT EXHAUST AND MAKE-UP AIR SYSTEM FOR ACTIVATION FROM SINGLE SWITCH PROVIDED BY HIM. SEE SHOWN AND SPECIFIED ON REFLECTED CEILING PLAN AND ARCHITECT'S DRAWINGS. DIRECT OR INDIRECT WASTE LINES. THIS INCLUDES DRAINING OF ALL ARCHITECTURAL PLANS AND SHOP DRAWINGS FOR REQUIREMENTS AND LOCATIONS 13. REFRIGERATION CONTRACTOR TO PROVIDE HEATER TAPE FOR FREEZER DRAIN LINE. ELECTRICAL CONTRACTOR TO HOOK-UP. ALSO ASSEMBLE AND INSTALL ALL DECORATIVE LIGHTING FIXTURES PROVIDED REFRIGERATED UNITS TO FLOOR SINKS. INCLUDING REFRIGERATION COILS AND OF EQUIPMENT. VERIFY CONNECTION OF UNITS AT JOB SITE WITH FIXTURE BY FOOD SERVICE EQUIPMENT CONTRACTOR LISTED ON FIXTURE AND EQUIPMENT REFRIGERATED DISPLAY COILS. ALL DRAIN LINES FROM SINKS, EITHER TO SHEET METAL FABRICATOR PROVIDING SYSTEMS. SCHEDULE. DIRECT OR INDIRECT WASTE LINES, TO BE NO SMALLER THAN STUBBED OUT OF 14, SINK ITSELF. ALL EXPOSED COLD DRAIN LINES TO BE WRAPPED WITH CORK ELECTRICIAN TO PROVIDE AND RUN CONDUITS FOR TELEPHONE, SOUND SYSTEM, 11. BUILD SAFE, PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR OR OWNER, INPREGNATED RUBBER TAPE TO PREVENT SWEATING. COMPUTER, AND P0S SYSTEMS, AS INDICATED ON FIXTURE ELECTRICAL PLAN, STEMS, S INTO CONCRETE PYLON AND/OR BOLTED TO FLOOR AS SHOWN ON CURB PLAN ARCHITECTURAL PLANS, GENERAL CONTRACTOR, AND/OR OWNER. 12. PROVIDE 1" INSULATED COPPER LINES FOR DRAINING WALK-IN COOLER AND/OR 15. ELECTRICAL CONTRACTOR AND/OR ELECTRICAL ENGINEER TO SIZE ALL 12 PROVIDE AND INSTALL ALL ITEMS NOTED G.C. ON FIXTURE EQUIPMENT SCHEDULES. WALK-IN FREEZER BLOWER COILS TO FLOOR SINKS. LINES TO BE RUN THROUGH ELECTRICAL JUNCTION BOXES, CONDUIT AND PANELS. PANELS TO BE SIZED TO WALLS, AS SHOWN ON FIXTURE PLUMBING PLAN, FROM COIL LOCATION TO FLOOR ALLOW ONE FREE CIRCUIT (FOR FUTURE USE) FOR EVERY FIVE CONNECTED 13. PROVIDE ALL OPENINGS THROUGH CEILING AND ROOF INCLUDING SHAFTS, SINK LOCATION. EXPOSED PORTIONS OF LINES WITHIN WALK-INS TO BE INSULATED CIRCUITS, ENCLOSURES, ETC., FOR FIXTURE MAKE-UP AIR AND EXHAUST SYSTEMS, AND TO PREVENT FREEZING OF CONDENSATE. PROVIDE PADS AND/OR CURBS ON ROOF. SEE EXHAUST AND MAKE-UP AIR PLANS 16, ELECTRICAL CONTRACTOR TO PROVIDE ALL JUNCTION BOXES AND CONVENIENCE FOR LOCATIONS. REPAIR AND/OR REPLACE ROOF SEAL TO ORIGINAL CONDITION PLUMBER TO VERIFY REFRIGERATED DISPLAY CASE LOCATION WITH FOOD OUTLET BOXES LOCATED IN WALLS AND IN WOOD FIXTURES UNLESS OTHERWISE T ANY REQUIREMENT AS TO NOT VOID WARRANTY 1F 13. NOTED ON FIXTURE ELECTRICAL SCHEDULE) FIXTURE SHEET METAL FABRICATOR v 4 � cc L ON � v 0 ctS � 0 �Mr AND 1N ACCORDANCE O SERVICE EQUIPMENT CONTRACTOR AND PROVIDE SAME BEFORE WALLS ARE NOTES PERTAINING TO FIXTURE CURB A N D APPLICABLE. COVERED OR DISPLAY CASE IS INSTALLED. TO PROVIDE AND LOCATE ALL JUNCTION BOXES, CONVENIENCE OUTLET BOXES w AND SWITCHES WHERE PART OF METAL FIXTURES (UNLESS OTHERWISE NOTED ,A, �e i� '" r 14. PROVIDE AND INSTALL COMPLETE FIXTURE HOT WATER SYSTEM. SEE ARCHI- ON FIXTURE ELECTRICAL SCHEDULE). HOWEVER, INTERNAL WIRING FOR BOXES WALL BACKING PLAN TECURAL MECHANICAL PLANS FOR SPECIFICATIONS AND DETAILS. 14. WASTE LINES RUNNING FROM DISPOSER UNITS SHOULD BE AS DIRECT AS SUPPLIED AS PART OF FIXTURE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL POSSIBLE WITH MAXIMUM FALL. CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR ELECTRICIAN TO RUN 15. COORDINATE ALL PHASES OF CONSTRUCTION WITH FOOD SERVICE EQUIPMENT HIS LINES FROM JUNCTION BOXES TO END USAGE IN FIXTURE, FIXTURE CONTRACTOR, INCLUDING NOTIFICATION IN ADVANCE WHEN ROUGH AND 15. ALL PLUMBING LINES WITHIN FIXTURES ARE TO BE RUN THROUGH BULKHEADS, FABRICATOR TO SUPPLY AND INSTALL SUITABLE CONDUIT FOR RUNNING OF SUCH FINISHED PLUMBING AND ELECTRICAL WORK, CURB FORMS, ETC., CAN BE CHECKED. LINES. ALL JUNCTION BOXES AND CONVEIENCE OUTLET BOXES LOCATED IN RACEWAYS, AND BEHIND SHELVES WHEREVER POSSIBLE. PLUMBER TO TAKE 1. ALL CURB DIMENSIONS ARE GIVEN FROM FADE OF FINISHED WALL TO FACE WALLS TO BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED ON SPECIAL DARE IN RUNNING LINES IN FIXTURES THAT HE DOES NOT BLOCK ANY OF FINISHED CURB AND/OR FROM FACE OF FINISHED CURB TO FACE OF 16 w GENERAL CONTRACTOR TO SUPPLY AIR TO COMPRESSOR ROOM AS FOLLOWS: SPACE WHICH IS TO BE RUN EITHER TO BACK OR SIDE OF COMPARTMENTS AND FIXTURE ELECTRICAL SCHEDULE. ELECTRICIAN TO PROVIDE EXTENDER BOXES FINISHED CURB UNLESS OTHERWISE NOTED ON PLAN. "<:���>" , 1,200 CFM'S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR THEN DOWN TO FLOOR SINK OR DIRECT WASTE LINE LOCATION. THROUGH SPLASHES AS REQUIRED. ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS, WITH PROPER GRILLS 2• ALL CURB HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO TOP OF FINISHED IN WALL TO EXHAUST SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL 16. PLUMBER TO PROVIDE INTERIOR AND EXTERIOR HOSE BIBBS AS DIRECTED ON 17. MAGNETIC STARTERS, WHERE REQUIRED FOR ALL EQUIPMENT SUPPLIED BY FOOD CURB, EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. FIXTURE PLUMBING PLAN AND ARCHITECTURAL MECHANICAL PLANS. PLUMBER SERVICE EQUIPMENT CONTRACTOR UNDER FIXTURE CONTRACT, WILL BE SUPPLIED TO PROVIDE VACUUM BREAKERS ON ALL NOSE BIBBS. BY FOOD SERVICE EQUIPMENT CONTRACTOR. 3. ALL CURBS TO RECEIVE EQUIPMENT AND/OR FIXTURES TO BE FINISHED 17. GENERAL CONTRACTOR OR GENERAL CONTRACTOR'S SUBCONTRACTORS ARE TO SMOOTH AND LEVEL AND INTERSECTION OF TOP OF CURB AT FINISHED WALL RECEIVE FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT IF HIS CONTRACTORS 17, PLUMBER TO PROVIDE ALL BACK FLOW PREVENTION DEVICES AS REQUIRED BY ELECTRICAL CONTRACTOR TO PROVIDE 120f60/1 OUTLET FOR WATER SOFTENER TO BE FINISHED SQUARE (NO COVE). ARE NOT ON JOB SITE AT TIME OF DELIVERY. LOCAL CODES UNLESS OTHERWISE NOTED. 18. AND TIME CLOCK. SEE FIXTURE ELECTRICAL PLAN AND/OR ARCHITECTURAL 4. ALL CURBS IN AREAS WITH TILE FLOORS TO HAVE COVED TILE ON ALL w PLANS FOR LOCATION. EXPOSED FACES INCLUDING SET --BACKS AT PARTIALLY EXPOSED FLOOR SINKS. 18. SPRINKLER HEADS IN FREEZER BOXES WILL BE ADEQUATELY PROTECTED AGAINST PLUMBER TO PROVIDE HOT WATER SYSTEM SPECIFIED ON ARCHITECTURAL FREEZING UP BY GENERAL CONTRACTOR. 18. MECHANICAL PLANS, IF 180 DEGREE HOT WATER IS SUPPLIED FROM MAIN WATER 19, ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL LIGHTING FIXTURES 5. ALL AREAS WlTF-1 TILE FLOORS TO HAVE COVED TILE BASE UP WALL. BASES � 19. SWINGING DOORS IN PASSAGEWAY SHALL BE PROVIDED WITH WINDOWS WHICH HEATER, PLUMBER TO PROVIDE RECIRCULATING 180 DEGREE LINE, COMPLETE WHERE PART OF BUILDING AND TO ASSEMBLE AND INSTALL ALL DECORATIVE TO BE SET FLUSH WITH FINISHED WALL MATERIAL ABOVE BASE. SHALL BE 200 SQUARE INCHES OR OF A SUBSTANTIALLY EQUIVALENT AREA. THE WITH RECIRCULATING PUMP, TO DISHWASHER RINSE LINE CONNECTION. PLUMBER LIGHTING FIXTURE THAT MAY BE SUPPLIED BY FOOD SERVICE EQUIPMENT ' GLASS SHALL BE EITHER SHATTERPROOF OR WIRE GLASS AND THE BOTTOM OF TO PROVIDE 20# PRESSURE REGULATOR AND TEMPERATURE GAGE FOR RINSE CONTRACTOR AND/OR OWNER. SEE REFLECTED CEILING PLAN AND/OR ARCHI- 6. ALL EXPOSED CONCRETE FLOORS TO BE SEALED WITH ACID RESISTANT FIXTURE EXHAUST AND MAKE-UP w THE WINDOWS SHOULD NOT BE MORE THAN 48" FROM ABOVE THE FLOOR. DOORS LINE CONNECTION TO DISHWASHER. TECTUAL PLANS FOR RERQUIREMENTS. SEALANT. ALL AREAS WITH EXPOSED CONCRETE FLOORS TO HAVE COVED TO MEET ALL LOCAL CODES. CONCRETE BASE 6" HIGH, UNLESS OTHERWISE SET FLUSH NTH FINISHED WALL AIR SYSTEM NOTES � MATERIAL ABOVE. EXCEPTION: WALL BASE WALK-IN COOLER AND FREEZER 20. ELECTRICAL CONTRACTOR TO PROVIDE AND CONNECT ALL LINES, CONDUITS, W U) r- 20. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR GENERAL CONTRACTOR TO 19. PLUMBER TO CONNECT WATER SOFTENING AND WATER FILTERING EQUIPMENT, !F JUNCTION BOXES, OUTLET BOXES, PULL BOXES, SWITCHES, ETC., FOR ALL TO BE 9' HIGH. '� W U1 w INSURE THAT FOOD SERVICE EQUIPMENT CONTRACTOR RECEIVES COPIES OF ALL USED. VERIFY LOCATION WITH ARCHITECTURAL MECHANICAL PLANS. RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND AS SHOWN ON FOOD 7. ALL CARPET TO BE FLUSH WITH ADJACENT FLOORING MATERIAL. C} 4 Gi ADDENDA AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND SERVICE EQUIPMENT CONTRACTOR ELECTRICAL PLAN, ELECTRICAL SCHEDULE AND 1• GENERAL CONTRACTOR TO PROVIDE FINISHED SHAFTS AND OPENINGS THROUGH 0 DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELI- 20. WATER PROVIDED TO COFFEE MAKERS MUST NOT FEED OFF WATER SOFTENERS, NOTES INCLUDING INTERNAL WIRING OF FIXTURES. THIS WORK TO BE PERFORMED CEILING AND ROOF FOR EXHAUST AND MAKE-UP AIR DUCTS. OPENINGS AND VERED TO FOOD SERVICE EQUIPMENT CONTRACTOR, OWNER WILL BE RESPONSIBLE UNLESS OTHERWISE SPECIFIED. BY ELECTRICAL CONTRACTOR UNDER THE GENERAL CONTRACT IN A FIRST CLASS, 8. ALL NECESSARY BACKING FOR CANTILEVER TABLE TOPS, SHELVING, ETC., SHAFTS TO BE SIZED AND LOCATED PER FIXTURE EXHAUST & MAKE-UP AIR G� FOR ALL COSTS INCURRED BY FAILURE TO GIVE FOOD SERVICE EQUIPMENT WORKMANLIKE MANNER. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE BACKING PLAN. EXHAUST DUCTS SHAFTS AND OPENINGS TO BE CONSTRUCTED SO AS TO CONTRACTOR THIS INFORMATION. PLUMBER TO PROVIDE COLD WATER LINES, GAS LINES, AND DRAINS ON ROOF ALL PERMITS AND COMPLIANCE WITH ANY AND ALL RELATED CODES, INCLUDING PLAN. HAVE MINIMUM 2-HOUR FIRE RATING, OR AS REQUIRED BY GOVERNING CODES. � � 00:4 21. ANY REQUIRED ELECTRICAL INSPECTION OF CUSTOM FIXTURES DURING OR AFTER a � «"- 21, AS REQUIRED FOR FIXTURE EXHAUST AND MAKE-UP AIR PLAN AND ARCHITECTURAL �'`� � WHERE NOISY OR VIBRATION PRODUCING EQUIPMENT 1S LOCATED ADJACENT TO FABRICATION AT FABRICATOR'S SHOP OR AFTER DELIVERY OF FIXTURES TO JOB 2. ALL ROOF PENETRATIONS MUST HAVE A MINIMUM OF 4" HIGH CURB WITH � PLANS FOR LOCATION AND REQUIREMENTS. VERIFY HOOK-UP OF UNITS AT JOB 9. SEE FIXTURE PLUMBING PLAN FOR LOCATION OF ALL FLOOR SINKS AND FLOOR ROOFING MATERIAL COVED UP FACE SO ONLY TOP SURFACE REQUIRES DINING AREAS, PROVISION SHOULD 8£ MADE TO DOUBLE STUD AND/OR SOUND- SITE WITH FIXTURE SHEET METAL FABRICATOR SUPPLYING SYSTEMS. SITE. ELECTRICAL CONTRACTOR SHALL CHECK WITH FIXTURE FABRICATOR ON DRAINS. ALL FLOOR SINKS AND FLOOR DRAINS ARE TO BE SET FLUSH WITH � a � � E. PROOF COMMON WALLS BY GENERAL CONTRACTOR. PROGRESS OF FABRICATION AND SHALL BE RESPONSIBLE FOR ANY REQUIRED FINISHED FLOOR UNLESS OTHERWISE NOTED ON FIXTURE PLUMBING PLAN, WEATHERPROOFING. GENERAL CONTRACTOR TO WEATHERPROOF ALL ROOF IN5PEC11ON OF INACCESSIBLE AREAS IN FIXTURES BEFORE SUCH AREAS ARE OPENINGS. j C) I 'j 22. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND 22. ALL EXPOSED WATER LINES TO BE TYPE "L" COPPER AND ARE TO BE SIZED TO CLOSED OR SEALED. PLUMBING SCHEDULE, AS REQUIRED. Yd ���y.s DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC., PRIOR TO FINAL MEET JOB DEMANDS BY MECHANICAL ENGINEER AND/OR PLUMBING CONTRACTOR. 3. GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORMS AND SLEEPERS ON W to, INSTALLATION OF ALL EQUIPMENT. 10. IN THE EVENT RACEWAY IS INDICATED ON CURB PLAN, THE CONCRETE ROOF FOR COMPRESSOR PAD AND MAKE-UP AIR UNITS. TOPS OF ALL PADS C. 21. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FURNISH CONTRACTOR WILL BACK FILL EXPOSED AND ACCESSIBLE OPENING OF M 23 ALL UNDERGROUND WATER LINES TO BE TYPE "K" COPPER AND ARE TO BE SIZE!? FOOD SERVICE EQUIPMENT CONTRACTOR WITH A WRITTEN LETTER INDICATING RACEWAYS AND OTHER. TO BE COVERED IN GALVANIZED SHEET METAL BY GENERAL CONTRACTOR. W W o 23. INSTALL ALL ITEMS LISTED IN SCHEDULE BY FOOD SERVICE EQUIPMENT CONT R* TO MEET JOB DEMANDS BY MECHANICAL ENGINEER AND/OR PLUMBING CONTRACTOR. VERIFY SIZE AND LOCATION OF PADS WITH FIXTURE SHEET METAL FABRICATOR t-i SYMBOL, I.E. PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, INSTALLED THE VOLTAGE, PHASE AND CYCLE AVAILABLE FOR EQUIPMENT PRIOR TO ORDERING AND REFRIGERATION CONTRACTOR. ✓ F�- j EQUIPMENT. NO ELECTRICAL EQUIPMENT WILL BE ORDERED UNTIL RECEIPT BY 11. PROVIDE 3/4" RADIUS COVE WHERE FINISHED FACE OF CURB INTERSECTS BY GENERAL CONTRACTOR. 24. PLUMBER TO PROVIDE AND CONNECT ALL WATER LINES, GAS LINES, DRAIN LINES, FOOD SERVICE EQUIPMENT CONTRACTOR OF THIS LETTER. THE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON PLAN AND EXPOSED FLOOR SINKS AND FLOOR DRAINS, INCLUDING NECESSARY VALVES, FITTINGS, 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER ON ROOF FOR THE CONNECT 24. FOR FUTURE INFORMATION CONCERNING THE EQUIPMENT INDICATED ON THESE PLANS, CURBS WHERE FINISHED TOP OF CURB INTERSECTS FINISHED WALL. � 0 AND TRIM FOR ALL RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND ALL EXHAUST AND MAKES F E SYSTEM COMPONENTS. SUPPLY SHUT-OFF � CONTACT SPECIALIST AS MARKED ON PLAN AT S: E RYICOFF & CO. SHOWN ON FIXTURE PLUMBING PLAN, PLUMBING SCHEDULE AND NOTES. THIS 22. !T SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SEE OR DISCONNECT SWITCHES FOR EACH UNIT SO THAT EACH PIECE OF EQUIPMENT WORK TO BE PERFORMED BY THE PLUMBING CONTRACTOR UNDER THE GENERAL THAT HIS PHASE OF THE WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH 12. ALL SLEEVES, OR CANS FOR DISHTABLES OR POT SINKS TO BE SUPPLIED BY CAN BE SWITCHED OFF ON ROOF. ALL ELECTRICAL LINES, CONNECTIONS, AND 25. {T SHALL BE THE RESPONSIBILITY AND ACCOUNTABILITY OF THE GENERAL CONT'R STANDARDS REQUIRED BY ALL GENERAL, STATE AND FEDERAL LAWS (INCLUDING FOOD SERVICE EQUIPMENT CONTRACTOR BUT INSTALLED BY GENERAL SWITCHES ON ROOF MUST BE WEATHERPROOFED. THIS WORK TO BE DONE BY CONTRACT IN A FIRST CLASS WORKMANLIKE MANNER. , H TO ASSURE THAT HIS SUBCONTRACTORS OBTAIN ALL NECESSARY PERMITS REQUIRED HEALTH AND FIRE CODES) ,AND ANY AND ALL CODES PECULIAR T4 MUNICIPALITY CONTRACTOR. ELECTRICIAN UNDER HIS CONTRACT WITH THE GENERAL CONTRACTOR. (NOTE: H FOR THOSE SECTIONS OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. OR AREA WHERE JOB IS BEING INSTALLED. FIXTURE SHEET METAL FABRICATOR TO SUPPLY MAGNETIC STARTERS AND 25. PLUMBING CONTRACTOR TO CORE DRILL AND INSTALL ANY CONDUITS AND FIRE 13. ALL CANTILEVERED BRACKETS FOR TABLE TOPS, WORK TABLES, DISHTABLES, THERMO-OVERLOAD PROTECTION FOR UNITS UNDER HIS CONTRACT.) z v 26. GENERAL CONTRACTOR SHALL BE PRESENT AT ALL INSPECTIONS AS REQUIRED BY SEPARATION SLEEVES WHERE REQUIRED. 23, WHERE THE SYMBOLS - 0 ARE INDICATED FOR A SOLID CONNECTION, A 6'-0" AND SINKS TO BE PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, BUT � o HIS TRADE CONTRACT WITH OWNER. INSTALLED BY GENERAL CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL, AND HOOK-UP SWITCH BOXES , a. SECTION OF FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATION a' AND DIMENSIONS PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR. p 28. GENERAL CONTRACTOR TO PROVIDE FOR AND INSTALL A JOB SITE PHONE. 26. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO SEE THAT AND SHALL BE CONNECTED TO "J" BOX LOCATED IN A CONVENIENT POSITION FOR OPERATING MAKE-UP AIR SYSTEMS. FIXTURE SHEET METAL FABRICATOR HIS PHASE OF THE WORK MEETS, AND IS INSTALLED IN ACCORDANCE WITH ON EQUIPMENT AFTER EQUIPMENT HAS BEEN PLACED IN POSTION. IF LOCAL TO PROVIDE ELECTRICIAN WITH WIRING DIAGRAM SHOWING CONNECTION OF Date: STANDARDS REQUIRED B`( ALL GENERAL, STATE, AND FEDERAL LAWS (INCLUDING CODES DO NOT PERMIT THIS METHOD, PLEASE CONTACT FOOD SERVICE EQUIPMENT 1-15-03 29. GENERAL CONTRACTOR TO WARRANTY ALL LABOR AND MATERIAL FOR A PERIOD OF 14. SLEEVES FOR CANTILEVERED STOOL BASES AT COUNTERS, IF USED, TO BE UNITS. ELECTRICAL CONTRACTOR TO HOOK UP EXHAUST UNITS WITH SINGLE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR FOR INSTALLATION INTO SWITCH WITH PILOT LIGHT. ONE..(1) YEAR FROM CERTIFICATE OF COMPLETION. HEALTH CODES), AND ANY CODES PECULIAR TO MUNICIPALITY OR AREA WHERE CONTRACTOR IMMEDIATELY. _ tiONTRACTOR. JO& IS TO BE INSTALLED. Seale: 6. PLUMBER TO PROVIDE WATER LINES, GAS ONES AND NECESSARY DRAIN ON 30. FOOD SERVICE CONTRACTOR IS NOT RESPONSIBLE FOR LOSS OF OR DAMAGE TO ANY ROOF FOR AND CONNECT ALL MAKE-UP AIR SYSTEM COMPONENTES. SUPPLY EQUIPMENT, ONCE DELIVERED TO JOB SITE AND SO NOTED. 27. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CONTACT 24. IT SHALL BE THE RESPONSIBILITY OF THE EL ICAL CONTRA AC 5. VICE EQUIPMLE ONTRRC DINING TO SUPPLY AND INSTALL (INCLUDING READILY ACCESSIBLE SHUT OFF VALVES IN GAS LINES TO EACH DUCT FOOD SERVICE EQUIPMENT CONTRACTOR IN THE EVENT THERE ARE DISCREPANCIES C D ALL SLEE FOR DINING TABLE BASES AND EMPLOYEES Drawn: FOOD SERVICE EQUIPMENT CONTRACTOR IN TH VENT THERE A DISCREPANCIE DI STO FURNACE AND IN WATER LINES TO EACH EVAPORATIVE COOLER. EVAPORATIVE BETWEEN THE PLUMBING ENGINEERED DRAWINGS AND FIXTURE PLUMBING DRAWINGS. BETWEEN. THE ELECTRICAL_ ENGINEERED DRAWN AND FIXTURE CTRICAL COOLERS TO DRAIN TO ROOF DRAINS_ THIS WORK_ TO. BE DONE BY THE_ DRAWINGS. 1 ALL LLS DIR Y ADJA TO COOKING ITEMS, SUCH AS BROILERS, PLUMBER UNDER HIS CONTRACT TO THE GENERAL CONTRACTOR. Approved: 28. HOLES OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR WATER, WASTE, FIR OVE ANGES, E TO BE CONSTRUCTED OF NON COMBUSTIBLE - 25. IT SHALL 8E THE RESPONSIBILITY OF THE ELECTR! L CONTRACTOR SEE THAT _ _ _._ 7. BUILDING TING AND VENTILATING CONTRACTOR TO MECHANICALLY VENT GAS -LINES,' SHALL BE GUT BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. ALL LIGHTING FIXTURES ARE PROPERLY SUPPORTE ND MEET LOCH STOREROOMS UNDER THE GENERAL CONTRACT. SEE ....�... _ .9�_ � _ _ _ S- AND Job: CODES. r . ...., , _. _..� _ _ MECHANICA PLANS. 4' co Sheet: w . FSN A H �. a. Of Sheets ti