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E <br />A2-42 <br />1-HR <br />9 G <br />ROOF/CEILING <br />AD-21 <br />I <br />I <br />FF <br />I I <br />O <br />------ = <br />------------------ <br />T.O.PL <br />HDR <br />_ _ <br />I <br />I <br />� <br />I <br />I <br />D' <br />i <br />� <br />0O <br />UNIT <br />DECK <br />I <br />I <br />7TH FL SUBFLOOR <br />T.O. PL <br />` <br />HDR <br />I <br />I <br />� <br />- <br />I <br />I <br />D' <br />� <br />00 <br />UNIT <br />DECK <br />A2-42 <br />I <br />' <br />6TH FL SUBFLOOR <br />' <br />T.O. PL <br />HDR <br />Ll <br />_ <br />1-HR <br />i <br />' <br />1 FLOOR/CEILING <br />4 NON -RATED <br />DI <br />i <br />_ <br />AD 21 <br />I <br />I AD 21 DECK/CEILING <br />_ <br />TYP. <br />i <br />°° <br />UNIT <br />DECK <br />I <br />i <br />5TH FL SUBFLOOR <br />I <br />T.O. PL <br />i <br />HDR <br />I <br />I <br />I <br />Di <br />� <br />LJ <br />i <br />`° <br />UNIT <br />DECK <br />I <br />i <br />4TH FL SUBFLOOR <br />T.O. PL <br />- - - <br />- <br />- - <br />_ <br />I <br />HDR _ <br />I <br />3-HR <br />17 FLOOR/CEILING <br />I <br />DI <br />°o `o <br />UNIT <br />DECK <br />I <br />I <br />2 <br />144.50' FF <br />3RD FL (PODIUM LEVEL) T.O. SLAB <br />- - - - <br />- <br />I <br />- <br />- <br />HDR <br />I <br />00 <br />I <br />' <br />i <br />134.42' FF <br />Li <br />I <br />2ND FL T.O. SLAB <br />RESTAURANT <br />fl <br />HDR _ <br />_ <br />Co <br />I <br />I <br />1 <br />� <br />I <br />I <br />� <br />j <br />' <br />I <br />122.66' FF <br />' <br />1ST FL T.O. SLAB AT RESTAURANT <br />_ <br />- <br />- <br />Z <br />WALL SECTION ' F' <br />SCALE: 1/4"-1'-0" <br />F <br />WALL SECTION ' E' <br />SCALE: 1/4"=1'-O" <br />E <br />WALL SECTION NOTES <br />FIRE <br />STOPPING <br />LEGEND <br />PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS <br />ELEVATION <br />LEGEND <br />ELEVATION <br />KEYNOTES <br />ELEVATION NOTES <br />UL SERIES LISTING <br />1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE <br />1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE <br />DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL <br />AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN <br />EXTERIOR CEMENT <br />LASTER: WITH 16/20 FINISH, PAINT <br />� <br />1 <br />� <br />RETAIL STOREFRONT <br />OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. <br />CONC <br />CONC & <br />WOOD <br />WOOD <br />REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL <br />PENETRATION <br />CBC SEC. 714. <br />AD 20 <br />WINDOW/DOOR TRIM: EP" <br />3 1/2 WIDE X 1 1/2" THICK, SMOOTH <br />AD-51.0 <br />2. <br />EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. <br />DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL <br />MEMBERS. <br />DESCRIPTION <br />FLOORS <br />MASONRY <br />WALLS <br />FRAME <br />WALLS <br />FRAME <br />FLOORS <br />FOR ADDITIONAL INFORMATION, SEE <br />FINISH, TYP, U.N.O. <br />EXTERIOR CEMENT <br />HARD TROWELED FINIS <br />"LASTER: O/ WRB WITH SMOOTH <br />AD-51.0 <br />FLOOR CONTROL / DRAINAGE JOINT <br />11 <br />EMETAL <br />GUARDRAIL <br />3. <br />U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. <br />ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. <br />&PAINT <br />IN EXTERIOR CEMENT PLASTER <br />AD-51.0 <br />2.1 <br />GLASS GUARDRAIL <br />4. <br />22 <br />PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR OR <br />24 <br />ROUND BLANK <br />2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. <br />3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO <br />OPENING <br />C-AJ-0000 <br />C-AJ-0000 <br />W-L-0000 <br />SMOOTH FIBER CEMENT <br />SIDING: <br />AD XX <br />�3 <br />EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP <br />5. <br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 <br />PROVIDE EXTERIOR WALL OPENING FLASHING PER <br />AD-51.0 <br />3 <br />RECTANGULAR <br />DETAILS SEE AD-28 AD-28 <br />BLANK OPNG <br />C AJ 0000 <br />C AJ 0000 <br />W L 0000 <br />CONDUCTOR HEAD & OVERFLOW, <br />3.1 <br />� <br />EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6WIDE x 1 1/2" DEEP <br />" <br />6. <br />EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A <br />AD-51.1 <br />4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED <br />SECTION LEGEND <br />ADHERED MASONR <br />VENEER: <br />COLOR TO MATCH ADJACENT <br />SURFACE 14 <br />22 <br />4❑ <br />METAL CANOPY <br />7. <br />FLUSH SUBSTRATE SURFACE. <br />DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND <br />BLANK OPNG <br />WALL CHASE <br />F C 0000 <br />WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 <br />SECTIONS 704. <br />AD 51.0 <br />AD-61.0 AD-61.0 <br />4" DIAMETER ALUMINUM <br />5 <br />SIGNAGE <br />LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. <br />SINGLE PIPE <br />C AJ 0000 <br />C AJ 0000 <br />W L 1000 <br />F C 1000 <br />PENETRATION <br />� � � � 2-HR FIRE BARRIER <br />� ■ ■ ■ � 3-HR HORIZONTAL SEPARATION <br />� <br />GFRC WAINSCOT: <br />DOWNSPOUT, COLOR TO MATCH <br />ADJACENT SURFACE, U.N.O. <br />El <br />fl <br />ART MURAL <br />TRELLIS <br />8. <br />9. <br />PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND <br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. <br />SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE <br />MULTIPLE <br />PIPE PEN <br />C-AJ-1000 <br />C-AJ-1 <br />W-L-1000 <br />F-C-8000 <br />SINGLE PIPE <br />WALL CHASE <br />F-C-1000 <br />TYPICAL INSULATION VALUES <br />FRAMED ASSEMBLIES <br />I <br />EXPOSED CMU: W/ 2" <br />GROUT: CONCAVE PROFILE <br />THICK MATCHING CAP AT TOP OF WALL <br />° <br />EXHAUST TERMINATION -SEE <br />MECH. PROVIDE MINIMUM <br />8❑ <br />FLAT CONCRETE ROOF TILE <br />ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO <br />CLOSURE OF FRAMING. <br />INSULATION LOCATION <br />VALUE <br />\ CMU <br />CONCRETE <br />EXPOSED CONCRETECONTRACTOR. <br />DISTANCE OF 3' BETWEEN <br />EXHAUST VENTS AND ANY <br />OPENINGS INTO THE BUILDING <br />9� <br />ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION <br />10. <br />11. <br />ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. <br />GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB <br />PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 <br />DRAIN <br />PER IN FLR <br />F-A-1000 <br />ROOF / CEILING <br />R-30 <br />BATH TUB <br />PER IN FLR <br />F-B-1000 <br />- <br />F-C-2000 <br />EXTERIOR CEMENT PLA <br />TER CONTROL JOINT. IN AREAS NOT <br />12. <br />REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH <br />AD 26 <br />METAL STUD EXTERIOR WALL <br />R-?? <br />ELEVATED, INSTALL TO c <br />EGREGATE AREAS NOT EXCEEDING <br />11 <br />SELECTIONS. <br />TOILET PEN <br />F-A-2000 <br />F-C-2000 <br />MORE THAN 144 SO. FT. <br />N WALLS & NOT MORE THAN 100 SQ. <br />AD 51.0 <br />13. <br />FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR <br />WOOD STUD EXTERIOR WALL <br />R-21 <br />IN FLOOR <br />FT. ON HORIZONTAL APPLICATIONS. <br />DISTANCE BETWEEN <br />REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE <br />JOINTS SHALL NOT EXCE <br />A LENGTH -TO -WIDTH RA <br />ED 18 FEET IN EITHER DIRECTION OR <br />IO OF 2.5 TO 1. HORIZONTAL JOINTS <br />AVAILABLE FOR THE BID PRICE. <br />ROUND DUCT <br />C AJ 7000 <br />C AJ 7000 <br />W L 7000 <br />F C 7000 <br />INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED <br />PENETRATION <br />SHALL WRAP OUTSIDE C <br />DRNERS AND RETURN TO THE <br />14. <br />MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. <br />07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY <br />NEAREST INSIDE CORNER. <br />15. <br />EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND <br />RECTANGULAR <br />CALCULATIONS. <br />DUCT PEN <br />C-AJ-7000 <br />C-AJ-7000 <br />W-L-7000 <br />F-C-7000 <br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />ED OAK <br />INVES'FINAEN'I'S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />T2, <br />TF <br />i <br />r <br />0 <br />N <br />d� <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />W <br />W <br />U) <br />F_ <br />W <br />LO <br />r <br />L0 <br />015 <br />Nt <br />No. Date Description <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />SED ARC,yJl <br />* No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />OF CAS\ <br />License Stamp <br />BUILDING A WALL <br />SECTIONS <br />A2-42 <br />z <br />Q <br />J <br />r� <br />VM! <br />ILL <br />N <br />C) <br />N <br />r <br />C) <br />00 <br />C) <br />COPYRIGHT (C) <br />