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11'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G122.66' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT LEASINGT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G186.58' FF175.61' FF164.64' FF154.56' FF144.50' FF134.42' FF123.16' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF71'-7 1/2"RESTAURANTLEASING / AMENITYFTINESS UNIT 2.6A-RUNIT 2.2C-RUNIT 2.2EUNIT 2.4BUNIT 2.6A-RUNIT 2.2B-RPOOL DECKUNIT 2.2DUNIT 2.4AUNIT 2.6A-RUNIT 2.2B-RRETAILUNIT 2.2DUNIT 2.4AUNIT 2.2DUNIT 2.2EUNIT 2.4AUNIT 2.4BROOF DECKUNIT 2.2F-RUNIT 2.6A-RUNIT 2.2B-R55.26.27.28.28.51213119.72DA2-41EA2-424'-6"128.18' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF71'-7 1/2"UNIT 0.1DUNIT 0.1CENTRYUNIT 4.1JUNIT 3.2BUNIT 3.2AUNIT 2.6A-RRESTARAUNTSTAIR A4G.7GC.2BAKDLMNPQRST129.72' FF140.46' FF150.54' FF160.63' FFCA2-41AA2-40BA2-40FA2-4211'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"HDRHDRHDRHDR9'-1"HDR8'-0"8'-1"8'-1"8'-1"8'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLAB7TH FLSUBFLOORT.O.PLROOF SHT'G5TH FLSUBFLOOR186.58' FF175.61' FF164.64' FF154.56' FF144.50' FF134.42' FF122.66' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF48'-3"1A5-961A5-77138.92' FF149.00' FF159.06' FF129.72' FF140.46' FF150.54' FF160.63' FF91TYP.1TYP.1TYP.2TYP.654TYP.4TYP.4TYP.1TYP.4TYP.2TYP.3.2TYP.3.1TYP.33.1TYP.3.2TYP.3.34AD-55.14AD-55.13AD-55.11AD-82.11AD-82.12AD-82.12AD-55.12AD-54.12AD-54.14AD-54.11AD-82.14AD-82.11112102.15AD-54.1132.22.22.2BUILDING A SOUTH &WEST EXTERIORELEVATIONSA2-21SCALE:13/32"=1'-0"SOUTH EXTERIOR ELEVATIONSCALE:23/32"=1'-0"WEST EXTERIOR ELEVATIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 <br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET <br />MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.112AAAAAAAA06-21-23