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UNITUNITUNITUNITDECKDECKDECKUNITDECKUNITUNITPROPERTY LINE <br />AA2-402.111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"123.10' FGPER CIVILGRADING10-31-2022124.16' TOW9AD-211AD-214AD-2117AD-2113AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILING2-HRFLOOR/CEILINGNON-RATEDDECK/CEILINGTYP.2T.O.PARAPET5'-8"6AD-61.02AD-55.13AD-55.1SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION102.111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"UNITUNITUNITUNITUNITUNITBA2-40UNIT123.10' FGPER CIVILGRADING10-31-2022124.16' TOW9AD-211AD-2117AD-2113AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILING2-HRFLOOR/CEILINGT.O.PARAPET5'-8"6AD-61.0SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONWOOD STUDSMETAL STUDS10 <br />7AD-54.11AD-54.1CCOPYRIGHTIt 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 ABUILDING A WALLSECTIONSA2-40SCALE:A1/4"=1'-0"WALL SECTION 'A'SCALE:B1/4"=1'-0"WALL SECTION 'B'WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.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'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSAAABAAAAAAAA06-21-23