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HomeMy WebLinkAboutCD 2020-0023; FRESCO RESTAURANT; Consistency DeterminationA CLO CLOSET EJ A ABOVE CLR CLEAR ELEC A/AMP AMPHERES CNTR COUNTER ELEV AB ANCHOR BOLT co CONDUIT ONLY ENCL ABS ACRYLONITRILE BUTADIENE COL COLUMN EQ STYRENE COMB COMBINATION ES ACCORD ACCORDANCE CONG CONCRETE EST ACOUST ACOUSTIC(AL) COND CONDUIT EXH AD AREA DRAIN CONN CONNECT(ION) EXP ADJ ADJACENT CONST CONSTRUSTION AF ABOVE FLR. CONT CONTINIOUS F ALUM ALUMINUM CONV CONVENIENCE FCO ALT ALTERNATE CSJ CONST. JT. FD APPROX APPROXIMATELY cw COLDWATER FE AUTO AU TOMATIC FIN D DRINGKING FOUNTAIN FIXT B DBL DOUBLE FLEX BD BOARD DET DETAIL FLR BLDG BUILDING DF DOUGLAS FIR FLUOR BLK'G BLOCKING D'GF FM BM BEAM DIA DIAMETER FND BMK BENCH MARK DIAG DIAGONAL FOM BOT BOTTOM DIM DIMENTION FOS DIR DIRECTION FOW DL DEADLOAD FRM C DN DOWN FS CAB CABINET DO DITTO FT CAP CAPACITY DR DOOR FTG CAR CARPET DS DOWNSPOUT FV CIC CENTER TO CENTER DUP DUPLEX CDJ COLD JT. DW'G DRAWING G ,..-CER CERAMIC DWR DRAWER GA Cl CAST IRON GALV CIRC CIRCUIT E GI CJ CONTROL JT. E EAST GL CL'G CEILING EA EACH GRD ABBREVIATIONS + SYMBOL S resco ::::=-=-I I I 264 CARLSBAD VILLAGE DR, Carlsbad CA. 2nd Floor Deck Addition -Village Review EXPANSION JOINT GRND GROUND L 0 RET RETURN TEMP ELECTRICAL GYP GYPSUM LAM LAMINATE oc ON CENTER RE V REVISION TC ELEVATION LAV LAVATORY OD OUTSIDE DIA. RFLTD REFLECTED THK ENCLOSURE H LG LENGTH OPP OPPOSITE RH RIGHT HAND TTBB EQUAL HB HOSE BIBB LH LEFT HAND RM ROOM ELEC. SERV. HBO HARDBOARD LL LIVE LOAD p RO ROUGH OPENING TW ESTIMATE HG HOLLOW CORE LONG LONGITUDINAL p PHASE RS RUFF SAWN TYP EXHAUST HD(R) HEAD(ER) LS LAG SCREW PART PARTIAL ROD REQUIRED T&G EXPOSED HDWD HARDWOOD LT LIGHT PLAS PLASTIC RQMT(S) REQUIREMENT(S) HDWR HARDWARE LVR LOUVER PLC(S) PLACE(S) u HORIZ HORIZONTAL PLSTR PLASTER s UNF FLR. CLEANOUT HR HOUR M PNL PANEL s SOUTH LION FLOOR DRAIN HT HEIGHT MAS MASONRY POC PT. OF CONN. SC SOLID CORE FIRE EXTINGUISHER HTR HEATER MAX MAXIMUM POL POLISHED SCHED SCHEDULE FINISH HW HOT WATER MBR MEMBER PROT PROTECTION SEC SECTION V FIXTURE HVAC HEA T'GN ENT'G/COOL'G MC MEDICINE CAB PROV PROVI DE SEP SEPARATE V FLEXIBLE MECH MECHANICAL PSF POUNDS PER SQ. FT. SERV SERVICE VCT FLOOR MED MEDIUM PSI POUNDS PER SQ. IN. SHT SHEET VG FLUORESCENT ID INSIDE AREA MET METAL PT POINT SHTG SHEATHING VTR FROM IN INCH MFR MANUFACTURER PTD PAINTED SIM SIMILAR vwc FOUNDATION INC INCANDESCENT MIN MINIMUM PVC POLYVINYL CHLORIDE SM SHEET METAL FACE OF MAS INCL INCLUDING MIR MIRROR SPC(S) SPACES w FACE OF STUD IND INDICATES MK MARK Q SPEC SPECIFICATION w FACE OF WALL INSO INSOLATED MO MAS OPEN'G QTY QUANTITY SPL SPECIAL WC FRAME INSUL INSULATION MOD MODULAR QUAL QUALITY SQ SQUARE wco FIRE SPRINKLER INT INTERIOR MT'D MOUNTED ss SERVICE SINK WD FOOT /FEET MT'L MATERIAL R STD STANDARD WDH FOOTING J R RISER STL STEEL WDO FIELD VERIFY J JUNCTION N RAD RADIUS STD STORAGE WH JST(S) JOIST(S) N NORTH RC'D RECESSED SURF SURFACE WI JT xxxx NAT NATURAL RD ROOF DRAIN SUSP SUSPENDED WP GUAGE NIC NOT IN CONTRACT RDWD REDWOOD SYS SYSTEM ws GALVANIZED K NO NUMBER REC RECEPTACLE WWM GALVANIZED IRON KIT KITCHEN NOM NOMINAL REF REFERANCE T W/O GLASS NTS NOTTO SCALE REG REGISTER T TREAD GRADE REINF REINFORCE TEL TELEPHONE CONSISTENCY DETERMINATION EXHIBIT FORORIGINALPROJECTNO. ]21' ZL,1'8-0t!/3 Q_;t: (:), 2-oZP -ooz3 Don Neu, City Planner RECOMMENDED BY: DATE: TEMPERED TOP OF CURB THICK(NESS) (E) TELEPHONE TERMINAL BACK BOARD $ TOP OF WA LL TYPICAL TONGUE AND GROOVE # UNFINISHED & UNLESS OTHERWISE NOTED ~ @ VOLT(S) VINYL COMPOSITE TILE 0 VERTICAL GRAIN VENT THRU ROOF L VI NYL WALL COVER'G 'I. WEST WATERCLOSET d WALL CLEANOUT WOOD wl WIDTH WINDOW WATERHEATER WROUGHT IRON WEATHERPROOF WATERSERV. WELDED WIRE MESH WITHOUT .. <!.r L-r;;.~il Date: Cs Feioa<A--~""'-- I l (12 l 'JO?J. OUT TO OUT EXISTING REFERENCE NOTTO SCALE POUND OR NO. AND CENTER LINE AT DIAMETER ANGLE PLATE OR PROPERTY LINE PENNY WITH , I ' n:,Ntq .~11,~r;i cgoori N.T.S. VICINITY MAP BUILDING OWNER: DI NITTO PROPERTIES.INC. 264 CARLSBAD VILLAGE DR, CARLSBAD, CA TENANT: TIBERIUS ANTRO 264 CARLSBAD VILLAGE DR, CARLSBAD, CA PROJECT ADDRESS: 264 CARLSBAD VILLAGE DR, CARLSBAD, CA ASSESOR PARCEL No.: 203-232-16-00 LEGAL DESCRIPTION : PORTION OF TRACT NO. 95 OF CARLSBAD LANDS. CITY OF CARLSBAD, ACCORDING TO MAP NO. 1661. SEE FULL LEGAL DESCRIPTION ON PAGE A.1 USE: RESTAURANT ZONE: VR -DISTRICT 9. VILLAGE REVIEW. COASTAL ZONE. REDEVELOPMENT ZONE. CONSTRUCTION TYPE: TYPE V-B SPRINKLERS: LOT SIZE: LOT COVERAGE: NO .46 AC LOT COVERAGE: 24.2% EXISTING AND 25.5% PROPOSED. HOURS OF OPERATION: 11:30am -10pm OCCUPANCY: A2 PARKING: (E) 35 SPACES. NO EXTRA PARKING REQUIRED. AVERAGE DAILY TRIPS: 110.3 (@ 100ADT/1,000 s.f. per SAN DAG Guide) OCCUPANCY LOAD: (See 13+14/A5-3 for calculations) PROPOSED SEATING: WATER+ SEWER: WATER DEMAND: SEWER DEMAND: PROJ. DESCRIPTION: CURRENT CODES: 1st FLOOR INDOORS: 145 OCCUPANTS 1st FLOOR OUTDOOR PATIO: 55 OCCUPANTS. 2nd FLOOR INOOOR/OUTDOOR: 98 OCCUPANTS 1st FLR. INDOOR DINING: 1st FLR. OUTDOOR DINING: 2nd FLR. OUTDOOR DINING: CITY OF CARLSBAD 115 Seats. (<145 OCC.) 44 Seats. (<55 OGG.) 83 Seats .(<98 OCC) PROPOSED: 62 GPM (SEE PLUMBING PLANS) PROPOSED: 1 EDU (SEE PLUMBING PLANS)) REMOVE EXISTING ROOF TILE AND MODIFY ROOF STRUCTURE TO CREATE A NEW ROOF DECK FOR AND OUTDOOR CAFE (1,620 S.F.) AND NEW ENCLOSED SUPPORT ROOMS (467 S.F.), INCLUDING: REQUIRED BATHROOMS, SMALL FOOD PREP AND SCULLERY/STORAGE. NEW ADA LIFT AND EXIT STAIRS PROJECT SHALL COMPLY WITH THE 2016 CALIFORNIA'S· BUILDING CODE, MECHANICAL CODE, PLUMING CODE, ELECTRICAL CODE, FIRE CODE, EXISTING BUILDING CODE. GREEN BUILDING STANDARDS, ENERGY EFFICIENCY STANDARDS, AND ALL CURRENT APPLICABLE CODES AND ORDINANCES FROM THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO AND STATE OF CALIFORNIA. PROJECT INFORMATION 1 2 NO. SHEET SHEET TITLE -DESCRIPTION ISSUE REV. ISSUE TS TITLE SHEET/PROJ. INFO.ISITE PL./NOTES 2 A.1 SITE PLAN 3 A.2 FLOOR PLANS 4 A.3 ELEVATIONS SECTIONS+ AREA CALCs 5 A.4 PERSPECTIVES + MATERIAL LIST 6 E-1.0 ELEC NOTES+ LIGHT PHOTOMETRIC ANALYSIS SHEET INDEX 3 -N > > "' "' er er z 3 3 3 0 "' "' "' F ·;; > ·;; C. &! "' "' ~ er er (.) "' "' "' a, 0, 0, CJ) " " !)1 w > 0 5 5 <X) 0, "' ---w 0 0 0 >-~ N N <( -,;, "' 0 -N N " " ' " -0 0 > ~ ~ w er ro N > "' er 3 "' ·,:; "' er "' 0, !)1 5 a, -0 ~ M N ,;, 0 ~ C ro ii: C "' 1n " ::; -0 "' 0, C " .c (.) 0 N 0 ~ -~ -0 ~ 0 N 0 ~ -0 ,;, 0 ~ <X) N ' N r----------~i:;l 0 I • C co s s... !!! <( ::J >u '" w "O \U 0::: CO I • W ..o VJ (!J ~ Q) <C m _J (.) ,...,,, _J . LL. -s.... >o 0 () Cf) w 0:: LL ~ co N C 0 ........ <J.) O") m :g > <( "O _.::£(0 C) ..0 (]) .!!2 0 s.... m s.... (.) 0 O"tj'" -(0 LLN "O C N F""'EIVED Cl i AD C')I co N ' N ~ D w f- f-- 0 ....J D.. w ~ D ~ ·;;: (1) Cl'. ID 0) "' ~--------~ > T.S. "" 0 ID D 0 (.) <fl ~ LL ro ~ 0 N w 1 of 6 Sheets ....J ~----------'LL SITE PLAN ADJACENT PROPERTY (NOT A PART OF THIS PERM In 2939 CARLSBAD BLVD APN: 2032320400 Arterial Commercial ADJACENT PROPERTY (NOT A PART OF THIS PEP.MIT) 2968 GARFIELD ST APN: 2032320500 Single Family Detached L __ .• I @L--i+-----(E) STREET LIGHT .. . .... ==~~~~~- INo¢~J:i:;6;~~1~E~-r;MI , -____ -------------::. l 1 2975 CARLSBAD BLVD 1t : I APN: 2032320800 I ...... .,..... . . ADJACENT PROPE~l"Y I Arterial Commercial 54'-0:l' (NOT A PART OF THIS PERMIT) >.-,=.ccc.c 276 CARLSBAD VILLAGE DR APN: 2032320900 Single Family Multiple-Units I ' .-::::-; ! -41'-aj" : · :4"-3' ~;::-i . 100' PROP LINE 40'- (E) 4" 0 SEWER LINE \ __ : ' : :: : " I I '· -=-i (E) PIZZA '! (E) 53"-. w,'" I V -(E) BACKFLOW ~ OVEN ,\'i PAJIQ , .,. I _• ... / PREVENTER - ~ - '/>/! AO'.:ESS:8lE ~ 1 r--· > '\__ (E) -0" HIGH ,' CM U FENCE "' '7 : ,. ' ·_, < '8 --·-··· - C<S A~cSSIBL.E liS:I 2 3 15 20 -. ' .... --~~j,c1,;-I~;~. :T,· l (E) PARKING TO REMAIN ,! , I (E) PARKING TO REMAIN 21 22 SLOPE 6 7 11 23 " / . ,.,, 1,"' <:,.:; --=· .. :):_ / 10 I I i w 25 I I I n:: I 0 UJ ('.) ::i --' I > 0 ;;§ Cf) _J n:: I <( 0 0 _J cj I ------C.L. of GARFIELD ---__ _J_ A. EXISTING/DEMO SITE PLAN (E) FIRE HYDRANT (ACROSS CARLSBAD VILLAGE DR) AT CORNER -------+-- f-w w 0:: f-(/) i!l1 0 0:: 0 -< w z ~I 0 0:: ll. OPEN SPACE AREA BREAKDOWN 1st FLOOR LANDSAPED AREA: OU DOOR EATING AREA: CIRCULATION AND ACCESS: 2nd FLOOR: OUTDOOR EATING AREA: CIRCULATION AND ACCESS: TOTAL OPEN AREA 42'-6" 1,695 s.f. 412 s.f. 1,150s.f. 1.103 s.f. 211 s.f 4,571 s.f +57'-6'' V.I.F. Legal Description for APN/Parcel ID(s): 203-232-16-00 All that portion of Tract 95 of Map of Carlsbad Lands, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1661, filed in the Office of the County Recorder of San Diego County, March 1, 1915, described as follows: Beginning at the most Westerly corner of Tract 95 of the Map of Carlsbad Lands, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1661, filed ln the office of the County Recorder of San Diego County, March 1, 1915; thence North 55°29'20" East, 200.00 feet along the Northerly line of said Tract; thence South 34°33'00" East, 100.00 feet to a point on the Southerly line of said Tract; thence along said Southerly line South 55°29'20" West 180.01 feet to the beginning of a 20.00 foot radius curve concave Northerly; thence Westerly along said curve a distance of 31.40 feet through a central angle of 89°57'40" to the Southwesterly fine of said Tract; thence along said Southwesterly line North 34°33'00" West, 80.01 feet to the point of beginning. Also shown as Exhibit 'A' of Certificate of Compliance recorded March 22, 1978 as file no 78-111981 of Official Records of San Diego County. RELOCATED ELEC. MAIN -(E) 6'-0" HIGH SWITCHBOAR~Dcc ... -----, CMU FENCE / ~-UPSIZE (E) 4"0 SEWER LATERAL TO (N) 6"0. 0 " 5' REAR S.S. - 100' c'ROP LINE I SC-6.2 19'-7" .+8'-11" • 40'-0" :. -, V.1.F. : (E) DOWNSPOUT~ BMP LEGEND SITE DESIGN BMPs I SD-1 I MAINTAIN NATURAL DRAINAGE PATHWAYS & HYDROLOGIC FEATURES S0-2 I CONSERVE NATURAL AREAS, SOILS, AND VEGETATION SD-3 I MINIMIZE IMPERVIOUS AREA SD-4 I MINIMIZE SOIL COMPACTION SD-5 I IMPERVIOUS AREA DISPERSION SD-6 I RUNOFF COLLECTION SD-7 I LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES I SD-8 I HARVESTING AND USING PRECIPITATION SOURCE CONTROL BMPs I SC-1 I PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 I SC-2 I STORM DRAIN STENCILING OR SIGNAGE I SC-3 I PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, I SC-4 I PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, I SC-5 I PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND I SC-6 I ADDITIONAL BMPS BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS: 1. ONSITE STORM DRAIN INLETS 2. INTERIOR FLOOR DRAINS & ELEVATOR SHAFT SUMP PUMPS 3. INTERIOR PARKING GARAGES 4. NEED FOR FUTURE INDOOR & STRUCTURAL PEST CONTROL 5. LANDSCAPE/OUTDOOR PESTICIDE USE 6. POOLS, SPAS, PONDS, DECORATIVE FOUNTAINS, FEATURES 7. FOOD SERVICE 8. REFUSE AREAS 9. INDUSTRIAL PROCESSES 10. OUTDOOR STORAGE OF EQUIPMENT OR MATERIALS 11 VEHICLE AND EQUIPMENT CLEANING 12 VEHICLE/EQUIPMENT REPAIR AND MAINTENANCE 13. FUEL DISPENSING AREAS 14. LOADING DOCKS 15. FIRE SPRINKLER TEST WATER 16. MISCELLANEOUS DRAIN OR WASH WATER 17. PLAZAS, SIDEWALKS, AND PARKING LOTS '? b N ~ '.; "'--(E) '-0" HIGH CM J FENCE w ·:: z _, 0.. 6! 0.. ------ O' SIDE S.B. 17 ,s 19 20 --- "! "! (E) PARKING TO REMAIN 22 SLOPE 10' FRONT S.B. C.L of GARFIELD 23 " 25 B. PROPOSED SITE PLAN I I LOT SIZE· n:: I 0 UJ ('.) <( _J --' I > 0 <( [Il Cf) _J O::I <( 0 0 _J cjl EXISTING PERVIOUS AREA: EXISTING IMPERVIOUS AREA: REPLACED IMPERVIOUS AREA: (2,112 s.f. of New Deck o/Demolished Roof, and 221 s.f. for New Lift and Stairs over (E) flatwork. NEW IMPERVIOUS AREA: 19,914 s.f. 1,642 s.f. 18,272 s.f 2,332 s.!. O s.f Scale: 1/16" • 1'-0" 1 ro C -N 1 ro > > a: w w " ~ O'.'. 0:: 0:: 2 z 3 3 3 3: w 0 ro " " " " :,, F 5 5 '> 5 ll. " " " " 0 °' O'.'. 0:: 0:: 0:: " " " " 0 " 01 (/) 01 01 01 01 C ~ ro rn 2 ro w -L 0 > > > > 0 "' 0, 0, 0, 0 ----N UJ 0 0 0 0 0 !;: 0 0 0 N 0 -~ "" ch 0 -0 0 0 0 '" N " ~ ~ -0 0 0 0 > <E] fEl /4] <E] UJ 0:: "' "' N "! 0 "' 0 ·-~ -0 go ::::l "' ...... N "' 0 cs -"' ...J < ::::::! u Oil> .!!I • 0 w " "' "' w,._ 0~ ~;; 0 Js w st 0~ I ' C co s L.. !:!:! <( ::J >u w ,:J co 0::: co I ' w .0 en (9 (/) !.... (1) <( co _J u ~ _J . ->o 0 C (]) 0) 0 co u ... ,:J > ,:J Cl) <( ,:J ~ co w (.) .0 (]) (/) 0:: 0 !.... co !.... u LL 0 Oso:::j--c.o ~ LLN ,:J co C N N A. 1 2 of 6 Sheets E C E 2 " 0 >-0 " 2 '" w C 8 0 J-, 0 " c E ~ " © 0 >-0 C 2 ID w " 0 0 0 N 0 N ch N '" ~ 0 N 0 N ' 00 N ' N ~ 0 UJ I-I-0 _J o_ UJ I-<( 0 C "' o_ <lJ "' Cf) 5 <lJ ·:, <lJ n:: <lJ 0) "' > -"' 0 <lJ 0 0 0 "' <lJ ~ LL 00 ~ 0 N UJ _J LL 100'-0" ~ INDICATES DINING AREA (SQUARE FOOTAGE) INDICATES IMPERVIOUS AREA TO BE REPLACED BY NEW IMPERVIOUS AREA. 235 sq ft TOTAL. 53'-1~" 17'-5" 20-2¾" 3'-9i" 4'-81" ;,..-------------------=------------------.(-------------,f--------------i!~--,...--~L CD I 0 FLOOR PLANS 0 REMOVE (E) CONG FLATWORK: ADD FOUNDATION FOR~T RS+ LIFT, AND PROV Df EW CONG. FLA . REPLACED IMPERVlpus AREA=194 SF. ' NEW r r □c,cE , :y;,c;; , -,-"'"'~ --?fa:'.. --+ ---( I TRAP @1:1:~.;~v ~iv-v~~::~v •~" ,, } lft:JPllHl;b>,1\'.; ' /_ _____ !, 0 _,------iif""""""'==l:'•'[b• i:IF7Flr--+1:Jf1TC~N ~--~ (E) STORAG (E) WALK IN COOLER "'""""=V (E) SERVICEg'tJi'A AREA 47'-11" PRO HALLWAY. ENTRY EXTERIOR ENTRY ZA VEN • • MODIFY (E) ENCLOSURE TO COMPLY WITH EXTERIOR PATIO DEFINITION. REMOVE GLASS AS NECESSARY. -----~ m / ·v~,--.,~✓-·v "'· -· ,· ..__, ' . • • '-' '· ., I (N) E!(tT•.•• I // '· --~.Q.T~ P, ! • • ENTRY • • REMOVE (E) STONE PAVERS, ADD FOUNDATION FOR STAIRS AND REINSTALL STONE. REPLACED IMPERVIOUS AREA= 41 S.F. ---~ 26'~" -4 A.PROPOSED FIRST FLOOR PLAN EVERYTHING IS EXISTING TO REMAIN, EXCEPT FOR THE (N) GREASE TRAP, AND THE BASE OF THE NEW STAIRS AND OPEN ADA LIFT. 22'-1" ·---0 2 3 " -' ~ 0 (J) Lil 4 J--PROP I LINE I I I / FO CURB 0:: 0 w (9 ::i ....J > 0 <{ OJ '.:3 er: <{ () SEE 2/A.3 FOR AREA CALC's AREA CALCULATIONS -PARKING: NON-ENCLOSED AREA INCREASE (2nd Floor) ENCLOSED AREA INCREASE GROSS (2nd Floor) NET ENCLOSED AREA INCREASE FOR PARKING (2nd Floor) EXISTING INDOOR DINING AREA (1st Floor) EXISTING OUTDOOR DINING AREA (1st Floor) PROPOSED OUTDOOR DINING (2nd Floor) TOTAL OUTDOOR DINING AREA 1,620 s.f. [' 467 s.f. f: o s.1. I· 2,005 s.f. 769 s.f. 1,103s.f 1,872 s.f. PARKING REQUIREMENT: 1,872<2,005 = NO EXTRA PARKING REQ'D ~NM. LIIIINAL. 1~- ~Hl:8111111 a...Ml5 K•.!il Bl 1<2Mol0ff-- IU'l.--lN TOTJ\1.1"1-IMITe mllVALENT HA"IB<-IN - FIXTURE UNIT CALCULATIONS l'llCNIIE ~ TQT/11. HMllt. TOT/IL HOT tefAIC> +IC)1°Dl!M..H;) z,m,wcHAI) *-rlRl:Jl!IWC> 5.D O.D 15.0 0.0 5.D (U:J s.o O.D 4.D O.D 4.D 0.0 4.0 0.0 4.D -1.0 ID 4.0 4.0 ID ID ,.0 ,.0 5 1.5 1.5 'Tl> 'T5 I.II I.II ... .... I.II L5 Ill I.Ii I.II 1.5 15 15 :z 5.0 5D •.o •o 5.0 SD 15.D 5.0 2.D :z.o :z.o 20 2.D :z.o 2.D 2,0 5.D 5D 5.D 5.D 5.D 5D 5D 5D I.II 1.5 I.II L5 0.5 OD 1.5 OD O.D OD OD O.D 4 O.D O.D OD 0.0 62.0 -GJI &2 2& 2' - l:ll'l,I TQTAL 5 'I 5 'I :z 2 :z :z I .. 5 :z IO 2 • 2 2 :z 2 5 • 5 • 2 2 2 2 s s 2 :z 2 2 0 0 :z i. 2 ,, Estimated water demand: 62 GPM 1870 sqft added= 1 EDU= 220 gallons per day ( Ch. 6.4 sec. E) WATER DEMAND CALCULATION 52' g,1,, -2 5'-10" 3'-W" ' 4 CD 0 I 0 I 0-- I I " REPLAc~I (El ROOF MECH ECIUIP PLASTIC iSCREEN W/ NEW IPEjSCREEN C:) / ' I '\ I I I I I I --- 00 MENs I 8'x11'.1 "-,/ / lr--..c,,, r-~--.::1 ~--(E) ROOF TO REMAIN----' / REPLACE (E) ROOF MECH EQUIP PLASTIC SCREEN W/ NEW IPE SCREEN ----------------------------------- --' / (E) PATIO BELOW ,, B. PROPOSED ROOF DECK ! ' - r----1 ' ' ' ' L ____ .J -=,=- I ! I ENTRY 4t -e " -' ~ Lil 0 (J) w \_ F.O. CURB er: 0 w .,.::IN (9 9 <{ 0 ....J " ....J > 0 <{ OJ U) ....J er: <{ () Scale: 1/8" = 1'-0" 1 z 0 F o_ ii C) (J) LU 0 w f-<( 0 > w "' rn C -N ~ rn ' > 0:: > "' "' "' ~ "' "' "' * 5 5 5 5 rn "' "' "' "' 2 ·;; ·;; > > "' "' "' "' 0 "' "' "' "' "' "' "' "' "' 0, 0, 0, 0, 0, C .lll .lll .lll rn rn > .c > > > C) 00 "' "' "' 0 ----N 0 0 0 a a ')' ')' ')' ')' ')' -"' 00 00 --N N ')' ')' ' ' ' N N ... "' --0 0 0 0 ~ rE] /41 <El "' a, N N 0~ ·-rf'! -0 g, ::i ~ ,._, N VJ a 1'i -"' ...J < ::::::! u {.J 0 "' " • Ei LJ.J C "' V, LJ.J >, {.J "' " ~-g 0~ LJ.J .,. {.J ~ I • C cos L.. ~ <{ :::J >u '"w-o \ u 0:::: co I • W .0 en (!) ~ Cl) <{ co _Ju _J . 0 0 Cl) w et: LL ~ co N -lo.... >o C 0 +-' Q) 0) co "O ·--o > <{ "O ~ co (.) .0 Q)~ 0 lo.... co lo.... u 0 os:::i--co LLN "O C N C E § * 0 ~ '-' C 2 "' ·a; C 0 C) 5 C § * 0 ~ '-' C jll "' a; C 0 C) 0 N 0 N ch N ' N ~ 0 N 0 N ' "" N ' N ~ 0 w 1--1--0 ....J D.. w 1--<{ 0 (/) C C\l D.. 5' Q) ·;; Q) er: Q) 0) C\l ~---------~> A.2 -"' u Q) 0 8 (/) ~ LL "" ~ 0 N w 3 of 6 Sheets --' ~---------~LL 9'&.l" -2 30'-2" f-8~ 16'-4" (E) DINING 810 s.f. / ) PATIO-1 446 s.f. 58'-?f FIRST FLOOR DINING AREAS. SQUARE FOOTAGE CALCULATION -PARKING REPLACE (E) ROOF MECH EQUIP PLASTIC SCREEN W/ NEW IPE SCREEN : : ·_ -o□, ---le:-·--: • • • • • I •• • ,; -· --.-~. ,• =. . --: . I : . .. " • • ~.: ' • "• •, I I ··--. (N) TRELLIS: 1x3's ALUMINUM PIPE. ANODIZED BAR COUNTER INDICATES LINE OF REMOVED ROOF DINING+SERVICE NEW ALUMINUM LOUVERED PATIO COVER 5 r -·-"._ I'. ' i \ 9 0, DINING • 1 -· . -· ' . . •••• .l!J_ '_. . . f, . ' .. [□,.. I :, •, ;,,• ' -• (N) STAIRS 2 "" ' 0 (N) E I ,e-_S_,TAI C. PROPOSED SECTION -------------PROPERTY LINE ) PATIO-2a 233 s.f. 4•aJ" ,. -2 -, v/1 (E) PATIO 2b c:, 43 s.f. o, ~ --- DASHED LINE INDICATES PATIO OUTSIDE OF THE PROPERTY (i.e. IN THE R.O.W.) (N) GAS HEATERS (E) PATIO 9 0 N SIDEWALK A. PROPOSED ELEVATION 22' 11 " -2 GROSS ENCLOSED AREA " . 471 S.F. ~ 52' 9c¼" -2 / / NON-ENCLOSED AREA 29'-1-" 2 ~ MEN's RR 84 sf. ~ PIZZA PREP 87 s.f. SCULLERY SERVICE AREA +STORAGE 256 s.f 130 s.f. 52' gJu -2 PIZZA OVEN 47 s.f. OPEN EXIT STAIR / : L _________ · N 1,650 SF/ CABANAS s·M" -2 5'-0" 52' 9-\'' -2 OPEN EXIT STAIR 38' 3'¾" -2 WOMEN's RR 104 s.f. 8' 9;!.11 -2 LIFT OPEN EXIT STAIR 38'-i8 52'-~" 2nd FLOOR ENCLOSED vs NON-ENCLOSE AREA 2nd FLOOR AREA BREAKDOWNS f... ' "' N NEW ALUMINUM LOUVERED PATIO COVER y (N ULLERY+PREP 0 -' "' N . 5 TRELLIS: 1x3's ALUMINUM PIPE. @ ANODIZED ------._sj cp NEW ALUMINUM ~ LOUVERED (,) PATIO COVER -------T 0 I V "-Ill " ~~'=ll=--------11--11 ----.:/L----2...~ ·------ -<----------1, (N) EXIT 'STAIR r6N -' "' . ,: -· ·- ~N-iA~~IT_-C,,..,~-tm--ll·: '. -264 •--·•-~: F :R-~S.)€Re:: i ,: . :. ~~ -~~--~ 'J' 1 IPE. WOOD MECH'L \ sqREEN n I : iii/ ~ 11 1 □: '' I ri } ~l I I I I 1: • '. -. ___ .. .-. - - --- ---------- !1· .. _-:-: n·.:·- 1Hc----------jlc---t-c:i' ... -H-------t--HI Hr------+----;lt:[" :. , Hr--lc---+ill • . . . 01-+--+---HI 1-lr-------t--i", ,.,;_. "> ',/ -~I' "·-··-·--"•' ··--·•-<1 n=l=l=t=i:wtt:1==i:t:::==tt,~1:1==mi-i -r-rtr-r---,jj I . , __ _,,,-__ 1,1 ... • I \~-(E) PATIO (N) TRELLIS: 1 x3's ALUMINUM PIPE. ANODIZED ,•~,--,•,•·•,, ,,,.,-.,,·v 'v, ' , . -. - B. PROPOSED ELEVATION D. SECTION @ BAR -. ·.-(El-WOMEN \I ! ..•. E. SECTION@ N. STAIRS ENTfW Scale: 1/8" a 1'-0" 2 Scale: 1/8" = 1'-0" z 0 F Q_ tr u (f) w 0 w !:;: 0 > w Ct' ro C -~ N ro > > 0:: w w (I) al Ct' Ct' Ct' ,: 3: " " ;;; ro (I) -~ ·~ w 2 5 5 (I) (I) (I) (I) 0 Ct' Ct' Ct' Ct' (I) Q) (I) (I) Q) a, a, a, a, a, C .!l! " .!l! .!l! " > -"' > > > u a:, 0, 0, 0, 0 ----N 0 0 0 0 0 ';' N ';' N ';' -J, "' "' -';' N N ';' ';' ' ..; N N "' --0 0 0 0 <E] ~ ~ ~ "' a:, "' "! 0~ ·-!""'.! '"O ~ ::i "' ...... "' V'l 0 -N -a, .....J < ::::! u lJ 0 00 (I) • B LU C "' "' LU >-lJ " ,: oc 16 0~ LU ..- lJ ~ I • C ros L.. !:!:! <( :J >u "" w "O \U 0::: CO I • W ...0 Cl) (!) ~ Q) <( CO a: j ~ >o 0 u Cl) w a: LL ~ co N C 0 - (l) 0) co "O ·--o > <( "O ~ co (.) ...0 (l) CJ) 0 I.... co I.... u 0 0-.:::t" -(0 LLN "O C N s C E * 0 G' C -~ w C 0 u s C E 2 (I) 0 >-u C 2 w ·a; C 0 u 0 N 0 N d, ';' N <El 0 N 0 N ' ro N ' N ~ 0 w I-I-0 _J [l_ w !;;: 0 t5 Q) CJ) + > Q) w s (I) s (I) 0:: Q) 0) Cll ~--------~> A.3 -"' u (I) 0 0 0 U) [I! LL ro ~ 0 N 1 ~ ELEVATION + SECTIONS 4 ot 6 sheets L----------------------------------------------------------------------------------------------------------------------------------------------------------------,-----"--.£J~---------~LL 4. WIRED FROSTED GLASS AT STAIR SIDE, ON METAL STRUCTURE/ 5. PERFORATED STAIR STEPS WITH GLASS INSERT+ LCD LIGHTING 3. ALUM INUM TRELLIS 7. METAL STRUCTURE AND NON COMBUSTIBLE FABRIC PERSPECTIVES 6. PREFABRICATED LIFT ENCLOSURE, METAL AND GLASS. MATIERIAL LEGEND: 1. SMOOTH STUCCO TO MATCH EXISTING, OFF-WHITE TO MATCH (E) FR ONT WALL 2. SMOOTH STUCCO DARK GREY. 3. ALUMINUM TRELLIS 4. METAL WIRE AT STAIR SIDE, ON METAL STRUCTURE/ 5. PERFORATED STAIR STEPS WITH GLASS INSERT + LCD LIGHTING 6. PREFABRICATED LIFT ENCLOSURE, METAL AND GLASS. 7. METAL STRUCTURE WITH NON COMBUSTIBLE FABRIC 8 IPE WOOD MECHANICAL SCREEN. 9. METAL RAILING TO MATCH RAILING AT SIDEWALK PATIO t 10. ALUMINUM LOUVERED PATIO COVER 5 10 2 8 /~~~...,.. ,,-..--...~ I & ( 7 I ( I > I -N ;. ;. (I) (I) a:: a:: z ;, ;, ;, 0 " " (I) r= ·;: ·;: "> "-" " Q) 0-a:: a:: a:: (I) u " Q) "' "' "' Cl) "' "' "' w 0 > > > 00 "' "' ---w 0 0 0 >-N N N ' J, co <( -0 -N N "' "' ,; -0 C > ~ ~ w a:: "' C N ~ ;. ll. Q) ~ a:: (I) ;, 1n "' " :, "> (I) a a:: " " "' CD C "' "' .c > u "" 0 -N 0 0 "' "' co -N N J, ' -0 0 ~ <E] 5 C § 2 (I) 0 >-u C 2 00 -~ C 0 u 0 ti N d:, N "' - ,----------~~ 0 N I ■ C ro s Si.... w <( :::J>U l"T"'( w -0 \U 0:: CO I ■ W .n enc:>~ (1) <( co .....I u ~ .....I . LL. -1- 0 u Cf) w 0::: LL ~ co N > o C 0 Q) 0) co ..... _ -0 ·--o > <( -0 .Y. co (..) .n Q) .!!!. 0 I-co I,,_ u 0 Os:;::J--c.o LLN "O C N ' co N ' N ~ Cl UJ I-I- 0 _J o_ UJ ~ "O C Ql Ol Ql _J C1l ~ Ql ~ C1l 2 + "' Ql > ~ u Ql 0. "' ~ Ql o_ :s: Ql ·;; Ql 0:: Ql Ol C1l ,-----------,> -"' u Ql Cl 0 u A.4 "' ~ LL co ~ 0 N UJ 5 of 6 Sheets -' ~---------~LL Schedule ,--,•·------:-.. ,. .... __ ----------·--··-·-----·--- :Manufacrnre Symbol label j Quantity -~---------------------- pata!og Number 10 ,Lithonia ,DGNG 1007/MDP B ! Lighting : BNP ; Description ,LED MINI PENDANT W/ BLUE GLASS INSIDE CLEAR GLASS Lamp ------ LED • Number Lamps Lumens Per Lamp 240 Light Loss Factor Wattage -~-- 0.85 9.26 ;\ -------------+-5-~!D-IAL!Gf-i'T :WPC-4C3C-NLGC DIALIGHT BULKHEAD: 600!m Horizontal Oval CLEAR LENS, COOL WHITE LED ' 1 -SH -11 : i --7·: . (~ : ..... · ...... · .................................................... ·-··----) ' + + i 0.2 0.3 + + 0.2 0.3 + + ' + 0.2 0.3, 0.4 □ + 7.1 + 7.0 + 0.2 + 0.2 + 0.1 T 0.1 2.4 J_ ~ 1@).'9 I -----······-······--·--·-····-·------·14 !L~~j~~ire jSPC812-15W4000K Luminalre LED Vandal Resistant Luminaire + + + + + ,LED, Inc., jOP ] Edison, New 1 Jersey, 08817 ---·-----,-------· -----,Litllonia iL□N4 27/05 LO4AR 4IN LDN, 2700K, S00LM, 80 LED !Lighting !LD CRI, CLEAR, MATTE DlFFUSE REFLECTOR Statistics Description Symbol Max/Min Avg/Min Overspl11 --------------- Patio & Stairs + + 0.2 0.3 0.4 + + 0.2 0.3 0.4 + + 0.2 0.2 0.3 + + 0.1 0.2 0.3 1.7 + ---------·-+ 4.0 fc I 69.2 fc + + 0.5 + r,-··11 , I' 0.5 I! ; + 0.4 + 1.1 0.7 60 + + 0.8 0.7 + + + + + T + + + + 1.8 2.5 /-~,WlJJl~11~l:r~luTt~i5 /{ " j/ i-t + 1.6 + + 0.4 0.8 + 1.0 + '+ 0.5 0.8 + 1.4 + 1.7 ! l.J. ; :11 , I,,-, :~ 4- 2.5 + 4-1. 3 .. 1.2 + + 1.1 n 1.8 1.2 0.9 ! 0.0 I 0.8 0.0 + 0.0 0.8 0.8 0.9 C7 + + ' 0.0 0.0 0.0 + + ,0 0.0 0,0 ELECTRICAL -PHOTOMETRIC PLAN SCAL.Ed/4"=1'-0" ......... __ _ 18 13,6 556 8.52 + + 0.5 0.3 0.0 0.0 + + + ~6 22 ?J le----,-----~---~ I I : . I: + + + ' ,7 2.3 I i + + + 1.7 2.1 2.4 + + + 1.6 2.0 2.2 + + + ' .5 2.0 21.4 ! + + .4 1.9 2.4 i + 0.0 + 0.0 0,0 0,0 0.0 0,0 OJ) I ' ! T ' O)J + i 0,0 + 0.0 I i 0.0 . n h v.µ + . 4- 1 bt::::::+ 1 5 I +'ft-"' 1 :. 7==±::±±J ., :_,., ,., !----b=:-b + + 0,9 + 0.0 T 0.0 ' 0.0 ' On .v 0.0 0.0 0.0 (1 nu u, 0.0 0.0 0.0 0.0 + + 0,0 ' i ~I J 0.0 + i 0.0 I 0.0 + + 0.0 0.1 + .. ____ ,_ __ ------·-· + ---- 0,0 0.1 CAUTION 6MEP EN61NEER5 51-!ALL NOT BE RESPONSIBLE FOR ANY ELECTRICAL CHAN&E ORPERS THAT MAY OCCUR SHOULD FINAL BIDS AND/OR CONSTRIJCTION BASED ON THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL, ALL l"lORK TO COMPLY l'llTH THE 2019 CBC, CPC AND CMC AND THE 2019 CEC (2011 NEC) l'llTH STATE AND LOCAL AMENDMENTS. ALL EGUIPMENT 51-!ALL SE U.L. LISTED AND INSTALLED ACCORDIN!S TO THE LISTIN6. CONDUC-TORS, ALL CONDL/C,TORS SHALL BE COPPER />5 FOLLOll'6, #12 Ail\!I!'< AND SMALLER -SOLID, Tl'l #10 Al'l& AND LAl<&ER -STRANDED, THl'lN, THHN OR XHH!AI ALL CONDUCTORS SIZES ARE 6ASED ON 15°C TEMPERATURE RATIN& (NEC, 2005 TA6L.E 910.lt>J MOUNTIN6 HEl<SHT FOR REC.EF'TAC.LE5 AND CONTROL DEVICES, a) THE BOTTOM OF ELECTRICAL AND COMMUNICATION RECEPTACLES INTENDED TO SE USED BY THE OCCUPANT SHALL BE LOCATED NO LESS THAN 15". [CCR T-24 PART 2 VOL I I IS] b) RECEPTACLE OUTLETS SHALL SE LOCATED ABOVE, 6UT NOT MORE THAN 20 IN. ABOVE, THE COUNTER.TOP. SU&<SESTION HEl<SHT IS t>" [NEC 210.52.C(5)] e,j THE HIGH:ST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION M"'"cl:TIN!S THE CLEARANCES AND REACH RAN<SE REGIJIRt:7-iENTS Of SECTIONS 1!186.5 AND 111186.t>. [2010 CSC llliSh.9] d) CONTROLS AND Sl'IITCHES INTENDED TO SE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL Ll<SHTIN& AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLIN&, HEATIN6, AND VENTILATING> EQJIPMENT, SHALL SE LOCATED NO MORE THAN 4e, INCHES MEASURED FROM THE TOP OF THE OUTLET SOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET SOX TO THE LEVEL OF THE FINISH FLOOR OR l'!ORKIN<S PLATFORM. [2010 CBC 111113.6.5.1] e) ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 9-AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL SE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET SOX OR RECEPTACLE HOUSIN& NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR !AIORKING PLATFORM. IMPORTANT BiD NOTES, a) DUE TO THE 5MALL SCALE OF DRAl'llNGS, IT IS NOT ALIAIAYS POSSIElLE TO SHOY'I ALL DEVICES l<'IHICH MAYBE REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL EXISTIN6 CONDITIONS BEFORE SUSMITTIN6 HIS BID, NO ADDITIONAL COMPENSATION l'llLL BE MADE FOR EXTRA DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOS SITE AND/OR FAIL.URE TO DETERMINE ALL EXISTIN& CONDITIONS BEFORE SU6MITTING HIS SID, b) REFER TO COMPLETE Ai<C+ilTEC11.JRAL., MECHANICAL, ELECTRICAL, AND PUJMBIN& DRA!AIING5 FOR ADDITIONAL NOTES, SPECIFICATIONS, DETAIL5, CONTROLS, ETC. REPORT TO ARCH!TECT\Ji<E IMMEDIATELY IF ANY CONFLICTS OCCUR SETl'lEEN THE DRAJi'llN&S AND INCLUDE ALL COST PER ARCHITEC11J!<E'S CLARIFICATION IN SASE SID, Tt-115 REQUIREMENT l'llLL BE STRICTLY ENFORCED. NO CHAN&E ORDERS ¥,ILL SE ALLO!l'IED IF THE CONTRACTOR FAILS TO PERFORM THIS FUNCTION, GENERAL ELECTRICAL NOTES a) VERIFY IN FIELD. ADJUST THE LOCATIONS OF HOMERIJNS AND CIRCUIT NUMBERS ACCORDIN6 TO EXISTING> CONDITIONS IF NEEDED, COMMUNICATE l'llTH EN!SINEER IF DESl&N SHOULD SE ALTERNATED. NO EXCEPTION. b) IDENTIFY ANY OBVIOUS EXISTIN& CODE VIOLATIONS THAT OCCURS AS AN EXISTING CONDITION AND PROVIDE SEPARATE PRICING TO CORRECT THE CONDITION SO THAT IN THE END, THE ENTIRE ELECTRICAL INSTALLATION COMPLIES l'llTH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL CODES. Ci IF THERE IS ANY DEVIATION FROM THE CIRCUITRY SHOV'tl, PROVIDE AS-BUILT DRAl'ilN&S INDICATING SUCH. d) PROTECT IN PLACE ALL EXISTIN& TREES, POl'IER POLES, UTILITIES, ETC. l'llTHIN PARKl'IAY. REVISIONS NO. DATE : DESCRIPTION ~IQ l'c;'il """ No. 018959 Exp.12 31 20 M £ p ENtiUNEERS 211439 Ranclio Pk"Y-s. Sle 120 Lake Faros!, CA 1121180 Te~ 848-267-9086 Iii l ( z l-o Iii ., 0 a: IL Ill .J I-i= I-Iii Iii i DRAWN GMEP ,..... ---------------------· OHE:OK&D GMEP DATE 02/19/19 SO.ALE AS NOTED .JOB NO. 19-09( E-1.0