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I WALL SECTION NOTES <br />1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE <br />DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL <br />REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL <br />DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL <br />MEMBERS. <br />2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. <br />3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION AD 28 TO AD 28 <br />DETAILS SEE <br />4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED <br />WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 <br />SECTIONS 704. <br />TYPICAL INSULATION VALUES <br />INSULATION LOCATION VALUE <br />ROOF / CEILING R-30 <br />METAL STUD EXTERIOR WALL R-?? <br />WOOD STUD EXTERIOR WALL <br />R-21 <br />INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED <br />07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY <br />CALCULATIONS. <br />FIRE STOPPING LEGEND <br />PENETRATION <br />DESCRIPTION <br />ROUND BLANK <br />OPENING <br />RECTANGULAR <br />BLANK OPNG <br />BLANK OPNG <br />WALL CHASE <br />SINGLE PIPE <br />PENETRATION <br />MULTIPLE <br />PIPE PEN <br />SINGLE PIPE <br />WALL CHASE <br />DRAIN <br />PER IN FLR <br />BATH TUB <br />PER IN FLR <br />TOILET PEN <br />IN FLOOR <br />ROUND DUCT <br />PENETRATION <br />RECTANGULAR <br />DUCT PEN <br />UL SERIES LISTING <br />CONC CONC & WOOD <br />FLOORS MASONRY FRAME <br />WALLS WALLS <br />PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS <br />AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN <br />CBC SEC. 714. <br />WOOD AD 20 <br />FRAME FOR ADDITIONAL INFORMATION, SEE <br />FLOORS <br />C-AJ-0000 <br />C-AJ-0000 <br />W-L-0000 <br />C-AJ-0000 <br />C-AJ-0000 <br />W-L-0000 <br />SECTION LEGEND <br />F-C-0000 <br />C-AJ-0000 <br />C-AJ-0000 <br />W-L-1000 <br />F-C-1000 <br />2-HR FIRE BARRIER <br />3-HR HORIZONTAL SEPARATION <br />FRAMED ASSEMBLIES <br />CMU <br />CONCRETE <br />C-AJ-1000 <br />C-AJ-1000 <br />W-L-1000 <br />F-C-8000 <br />F-C-1000 <br />F-A-1000 <br />F-B-1000 <br />F-C-2000 <br />F-A-2000 F-C-2000 <br />C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 <br />C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 <br />ROOF SHT'G. <br />T.O. PL <br />HDR <br />QI <br />i <br />i <br />00 <br />UNIT <br />DECK <br />5TH FL SUBFLOOR <br />- <br />T.O. PL <br />HDR _ <br />o� <br />- <br />�I <br />00 <br />UNIT <br />DECK <br />HI <br />4TH FL SUBFLOOR <br />- - - <br />-r <br />r- <br />........:...... <br />............ <br />T.O. PL _ _ <br />_ <br />HDR <br />' <br />1-HR <br />1 FLOOR/CEILING 4 NON -RATED <br />DECK/CEILING <br />AD-21 AD-21 TYP <br />Q <br />0D <br />UNIT DECK <br />� <br />C <br />3RD FL SUBFLOOR - <br />- <br />- <br />........p...... <br />..:.......... <br />■ <br />T.O.PL. <br />HDR _ <br />' <br />■ <br />■ <br />7� <br />i <br />00 <br />UNIT DECK <br />LE_: <br />2ND FL SUBFLOOR <br />- - - <br />- <br />- <br />........■..... <br />'■ <br />..:.......... <br />2 <br />T_O.PL. _ _ <br />_ <br />_ <br />HDR <br />■ <br />■ <br />Co <br />00 <br />i <br />UNIT <br />PATIO <br />bo <br />124.70' FF <br />I <br />-1 ST FL T.O. SLAB ON GRADE <br />- - - <br />- <br />- <br />- <br />---------------------,---------------------- <br />L 11. <br />ELEVATION LEGEND I ELEVATION KEYNOTES <br />EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT <br />WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK SMOOTH AD-51.0 1 RETAIL STOREFRONT <br />FINISH, TYP, U.N.O. <br />METAL GUARDRAIL <br />51.0 <br />EXTERIOR CEMENT PLASTER: 0/WRB WITH SMOOTH - 11 � <br />HARD TROWELED FINISH &PAINT ----------------- FLOOR CONTROL / DRAINAGE JOINT <br />AD AD 51.0 2.1 <br />IN EXTERIOR CEMENT PLASTER GLASS GUARDRAIL <br />SMOOTH FIBER CEMENT SIDING: �3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP <br />AD-XX o <br />CONDUCTOR HEAD & OVERFLOW, 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP <br />COLOR TO MATCH ADJACENT <br />ADHERED MASONRY VENEER: SURFACE 14 22 ❑4 METAL CANOPY <br />AD 51.0 AD-61.0 AD-61.0 <br />4" DIAMETER ALUMINUM SIGNAGE <br />GFRC WAINSCOT: DOWNSPOUT, COLOR MATCH El <br />U.N.O. <br />ADJACENT SURFACE, U.El ART MURAL <br />EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL ® �7 TRELLIS GROUT: CONCAVE PROFILE � EXHAUST TERMINATION -SEE <br />MECH. PROVIDE MINIMUM ❑8 FLAT CONCRETE ROOF TILE <br />DISTANCE OF T BETWEEN <br />EXPOSED CONCRETE EXHAUST VENTS AND ANY �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION <br />OPENINGS INTO THE BUILDING <br />EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT <br />ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 <br />MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. <br />FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN AD 51.0 <br />JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR <br />A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS <br />SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE <br />NEAREST INSIDE CORNER. <br />WALL SECTION ' G' SCALE: 1/4"=l'-0" G <br />ELEVATION NOTES <br />1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE <br />OCCURS) OR TOP OF FLOOR SHT'G U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. <br />2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. <br />3. 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 />4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 <br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 AD-51.0 <br />5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 <br />6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 <br />FLUSH SUBSTRATE SURFACE. <br />7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND <br />LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. <br />8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND <br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. <br />9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE <br />ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO <br />CLOSURE OF FRAMING. <br />10. 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 />CONTRACTOR. <br />11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 <br />12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD 26 <br />SELECTIONS. <br />13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR <br />REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE <br />AVAILABLE FOR THE BID PRICE. <br />14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. <br />15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND <br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. <br />• <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 />E I] Q A K <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />0 <br />N <br />d) <br />Q <br />U <br />Q <br />z <br />z <br />a <br />U) <br />w <br />LU <br />vJ <br />W <br />LID <br />LO <br />06 <br />r <br />No. Date Description <br />00 <br />U) <br />Ise <br />W <br />2 <br />U <br />z <br />Q <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 />reasonablybe aware. Written instructions addressing such perceived errors or omissions <br />9 <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 />v J <br />0. <br />S,D ARcjy,T <br />U_ <br />A <br />N <br />N <br />No. C29795 <br />C) <br />RENEWAL DATE <br />CNI <br />AUGUST 31, 2023 <br />�Q <br />1 <br />qTF OF <br />r <br />C) <br />CA�� <br />License Stamp <br />o <br />BUILDING A WALL <br />SECTIONS <br />BUILDINGA2�43 <br />COPYRIGHT n <br />