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T.O. PARAPET <br />T.O. PARAPET <br />EXTERIOR SIDE <br />EXTERIOR SIDE <br />EXTERIOR SIDE <br />TYP <br />w <br />ROOF CEILING ASSEMBLY 9 w <br />----------------- <br />-------------- ------------------------ <br />------- <br />-------— — — — — — — — — — — <br />a. <br />AD 21 ate_ <br />Sri � <br />b E <br />Sri � <br />0C <br />w z <br />z <br />w z z <br />o� <br />U <br />0 U <br />— — — — — —----------- <br />EXTERIOR CEMENT PLA TER 0/ <br />z w <br />w 0 x <br />z UJ w <br />w 0 x <br />0_ U w <br />Q m <br />a U w <br />Q m <br />EXTERIOR CLADDING <br />METAL LATH 0/ WATER RESISTIVE <br />U <br />77= <br />0-0 <br />0/ WATER RESISTIVE BARRIER <br />BARRIER <br />a. x <br />a <br />x <br />EXTERIOR CEMENT <br />EXTERIOR SIDE PLASTER 0/ METAL <br />ONE LAYER OF 5/8" TYPE <br />INTERIOR SIDE 'X' GYPSUM BOARD <br />INTERIOR SIDE <br />EXTERIOR SHEATHING <br />LATH 0/ WRB <br />WHERE OCCURS <br />EXTERIOR SHEATHING <br />2x4 WOOD STUDS <br />2X WOOD STUDS <br />PERPENDICULAR FRAMING- C><x <br />PARALLEL FRAMING-C>< <br />WHERE OCCURS <br />16" O.C. <br />16" O.C. <br />ROOF FRAMING IS ORIENTED <br />ROOF FRAMING IS ORIENTED <br />(:>< <br />2X WOOD STUDS <br />ONE LAYER OF 5/8" TYPE <br />ONE LAYER OF 5/8" TYPE <br />PERPENDICULAR TO EXTERIORC>< <br />PARALLEL TO EXTERIOR WALL <br />X' GYPSUM BOARD <br />X' GYPSUM BOARD <br />WALL-- THEREFORE BEARING <br />C>< <br />THEREFORE NON -BEARING <br />WALL INSULATION PER <br />WALL INSULATION PER <br />CONDITION. <br />CONDITION. <br />T 24 REQIREMENTS <br />T 24 REQIREMENTS <br />REFER TO STRL. DWGS. TPL <br />REFER TO STRL. DWGS. TPL <br />NOTE: THIS IS THE TOP OF <br />NOTE: THIS IS THE TOP OF <br />EXTERIOR WALL- THEREFORE <br />EXTERIOR WALL- THEREFORE <br />WHERE FIRE RETARDANT TREATED FRAMING AND <br />EXTERIOR WALL RATING <br />EXTERIOR WALL RATING <br />ASSEMBLY COMPLIES WITH: OCCURS AT RECESS IN BETWEEN <br />SHEATHING IS REQUIRED, ANY METAL STAPLES, <br />ASSEMBLY COMPLIES WITH: STRAPS, NAILS, ETC. THAT COME IN CONTACT WITH <br />TERMINATES @TOP OF PLATE <br />x <br />TERMINATES @TOP OF PLATE <br />x <br />GA FILE No. WP 8105 WINDOWS. SEE EXTERIOR <br />CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 FIRE RETARDANT TREATED LUMBER IS TO BE <br />UL Design U-309 ELEVATION. <br />ICC REPORT No. ER-1952 CORROSIVE RESISTANT. <br />x <br />A0 <br />NON -RATED WOOD FRAMED WALL <br />9 <br />1-HR RATED WOOD FRAMED WALL <br />5 <br />1-HR RATED WOOD FRAMED WALL <br />1 <br />x <br />x <br />EXTERIOR CEMENT PLASTER 0/ <br />METAL LATH 0/ WATER RESISTIVE <br />BARRIER <br />x T O SHEATHING <br />— — — — <br />x T O SHEATHING <br />— — <br />FILL WALL CAVITY WITH <br />EXTERIOR SIDE INSULATION <br />EXTERIOR SIDE <br />EXTERIOR SIDE <br />PERPENDICULAR FRAMING- <br />PARALLEL FRAMING - <br />FLOOR FRAMING IS ORIENTED <br />PERPENDICULAR TO EXTERIOR x FIREBLOCKING 1 <br />FLOOR FRAMING IS ORIENTED <br />PARALLEL TO EXTERIOR WALL FIREBLOCKING 1 <br />— — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — <br />WALL-- THEREFORE BEARING AD 24 <br />THEREFORE NON -BEARING x AD 24 <br />CONDITION. <br />CONDITION. <br />REFER TO STRL. DWGS. <br />REFER TO STRL. DWGS. <br />TPL <br />TPL <br />— <br />Z <br />Q <br />x <br />x <br />EXTERIOR CEMENT PLA TER 0/ <br />W <br />y Y'L <br />U) <br />a <br />EXTERIOR CLADDING <br />METAL LATH 0/ WATER RESISTIVE <br />fn <br />Q <br />0/ WATER RESISTIVE BARRIER <br />BARRIER <br />x <br />x <br />W <br />INTERIOR SIDE TWO LAYERS 5/8" TYPE'X' <br />ONE LAYER 5/8" TYPE'X' <br />~ <br />EXTERIOR SHEATHING <br />GYPSUM SHEATHING <br />IF <br />STRUCTURALSHEATHING <br />STRUCTURAL SHEATHING <br />INTERIOR EXTERIOR <br />INTERIOR EXTERIOR <br />WHERE OCCURS <br />WHERE OCCURS <br />EXTERIOR SHEATHING <br />2X WOOD STUDS <br />INTERIOR SIDE 2X 6 FIRE RETARDANT <br />x <br />x <br />WHERE OCCURS <br />�\ <br />16" O.C. <br />TREATED WOOD STUDS <br />INTERIOR SIDE <br />16" O.C. <br />2X WOOD STUDS <br />TWO LAYERS OF 5/8" TYPE <br />16" O.C. <br />'X' GYPSUM BOARD <br />TWO LAYERS OF 5/8" TYPE <br />ONE LAYER OF 5/8" TYPE <br />WALL INSULATION PER <br />'X' GYPSUM BOARD <br />x 2 <br />x 1 <br />_xGYPSUM BOARD ON <br />T-24 REQIREMENTS <br />WALL INSULATION PER <br />2-HR EXTERIOR <br />1-HR EXTERIOR <br />BOTH SIDES OF WALL <br />ENERGY COMPLIANCE <br />WALL AD 23 <br />WALL AD 23 <br />REQUIREMENTS <br />WALL INSULATION PER <br />ASSEMBLY COMPLIES WITH: T-24 REQIREMENTS <br />ASSEMBLY COMPLIES WITH: <br />ASSEMBLY COMPLIES WITH: <br />CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 <br />GA FILE No. WP 8415, 4135 <br />GA FILE No. WP 8420 <br />x T O SHEATHING <br />x T O SHEATHING <br />ICC REPORT No. ER-1952 <br />CBC TABLE 721.1(2) ITEM No. 15-1.16 <br />CBC TABLE 721.1(2) ITEM No. 15-1.6 <br />1-HR RATED FURRED WALL <br />10 <br />2-HR RATED WOOD FRAMED WALL <br />6 <br />2-HR RATED WOOD FRAMED WALL <br />2 <br />(1) 2X SOLID RIM <br />(1) SOLID RIM JOIST <br />(2) 2X BLOCKING <br />V <br />TYP <br />II <br />— — TPL <br />x <br />x <br />x <br />EXTERIOR SIDE <br />EXTERIOR SIDE <br />x <br />x <br />-------F----------- <br />TYP <br />EXTERIOR CEMENT PLASTER 0/ <br />RATED ROOF / CEILING ASSEMBLY 1 <br />EXTERIOR CLADDING <br />METAL LATH 0/ WATER RESISTIVE <br />AD-21 <br />0/ WATER RESISTIVE BARRIER <br />BARRIER <br />x <br />x <br />TYPICAL AT EVERY FLOOR <br />ri <br />0 <br />� <br />W <br />INTERIOR SIDE ONE LAYER OF 5/8" TYPE'X' <br />EXTERIOR PROPRIETARY GYPSUM <br />INTERIOR SIDE ONE LAYER OF 5/8" TYPE'X' <br />11 <br />1D-51.0 LINE <br />z 0w <br />SHEATHING <br />GYPSUM BOARD <br />w <br />Q W <br />No. 16 GAUGE 4" STEEL <br />No. 16 GAUGE 6" STEEL STUDS <br />3:cD <br />STUDS 16" O.C. MAX. <br />16" O.C. MAX. <br />x T O SHEATHING <br />x T O SHEATHING <br />o Q <br />W- <br />ONE LAYER OF 5/8" TYPE'X' <br />ONE LAYER OF 5/8" TYPE'X' <br />� <br />z <br />PROPRIETARY GYPSUM BOARD <br />GYPSUM BOARD <br />r/ <br />Q <br />3: <br />WALL INSULATION PER <br />3-1/2" GLASS FIBER <br />0 <br />w <br />T-24 REQIREMENTS <br />INSULATION <br />x <br />x <br />PROPRIETARY GYPSUM BOARD: <br />5/8" GOLD BOND BRAND FIRE -SHIELD <br />TPL <br />i <br />TPL%ooASSEMBLY <br />COMPLIES WITH: OCCURS AT RECESS IN BETWEEN <br />ASSEMBLY COMPLIES WITH: <br />— — — — <br />--------- <br />— — ----- — — <br />GA FILE No.WP8006 WINDOWS. SEE EXTERIOR <br />B TABLE 721.1 2 ITEM NUMBER 15-1.4 <br />1 x STRUCTURAL WD. SHEATHING -SEE <br />UL DESIGN U425 ELEVATION. <br />GA FILE No. WP 1052, STC 50 54 <br />` STRUCTURAL DRAWINGS FOR EXTENT- <br />19 NOTE: CARRY SHEATHING TO NEAREST <br />w <br />0 <br />x <br />AD21 INSIDE OR OUTSIDE CORNER FOR FLUSH <br />FINISH <br />o <br />1 <br />1-HR RATED MTL. FRAMED WALL <br />7 <br />1-HR RATED MTL. FRAMED WALL <br />3 <br />I= <br />-HOUR EXTERIOR WALL 2 <br />1-HOUR EXTERIOR WALL ri <br />0 <br />of <br />x <br />ASSEMBLY AD 23 <br />x <br />ASSEMBLY AD 23 <br />x <br />w0 Z <br />0 <br />U) W <br />� I-__ <br />EXTERIOR SIDE <br />EXTERIOR SIDE <br />0 x W <br />w Q <br />71— <br />FIRE BLOCK @ EXPOSED WEEP <br />W J � <br />z Q W <br />x <br />SET SILL PLATES ON (3) X SCREED AREA ALSO SERVES <br />U_ <br />CONT. BEADS OF SEALANT AS LATH BLOCKING REQUIRED <br />�w <br />--------------- ----------------------- <br />— — — — — — — — — — — — — — — — — <br />20 IN CBC <br />AD-21 <br />< <br />------------------ <br />rr Now <br />T O CONIC <br />T O CONIC <br />— — <br />— — — — <br />` <br />Q i i <br />i <br />EXTERIOR CLADDING <br />EXTERIOR CEMENT PLA TER 0/ <br />a 1 i x <br />Q 9 I <br />4 l i <br />a 9 1 x TYPICAL AT WOOD TO <br />0/ WATER RESISTIVE BARRIER <br />METAL LATH 0/ WATER RESISTIVE <br />BARRIER <br />a 1 1 <br />a 1 i CONCRETE TRANSITION <br />a5l <br />1ONE <br />INTERIOR SIDE TWO LAYERS OF 5/8" TYPE'X' <br />INTERIOR SIDEa <br />LAYER OF 5/8" TYPE'X' EXTERIOR <br />Q a L�7 <br />a a L_7 <br />EXTERIOR GYPSUM SHEATHING <br />GYPSUM SHEATHING <br />No. 16 GAUGE STEEL <br />No. 16 GAUGE STEEL <br />NOTES-. <br />STUDS 24" O.C. MAX. <br />STUDS 16" O.C. MAX. <br />x <br />1. ACOUSTICAL SEALANT IS REQUIRED AT ALL <br />TWO LAYERS OF 5/8" TYPE'X' <br />TWO LAYERS OF 5/8" TYPE'X' <br />INTERSECTIONS, INCLUDING WALLS AND <br />GYPSUM BOARD <br />GYPSUM BOARD <br />PENETRATIONS. <br />3-1/2" GLASS FIBER <br />3-1/2" GLASS FIBER <br />2. FACE LAYER OF GYPSUM BOARD TO BE HELD <br />INSULATION <br />INSULATION <br />BACK 4" AT ALL INTERSECTING SURFACES AND <br />CAULKED AIRTIGHT WITH ACOUSTICAL SEALANT. <br />ASSEMBLY COMPLIES WITH: <br />ASSEMBLY COMPLIES WITH: NOTE: SUBSTITUTE 8" EXTERIOR <br />GA FILE No. WP 1522 STC 55 <br />GA FILE No. WP 1522 STC 55 PLASTER IN LIEU OF ONE LAYER OF <br />NOTE: NOT ALL FLOOR LEVELS SHOWN- <br />UL DESIGN U425 <br />UL DESIGN U425 e <br />$' TYPE'X' GYPSUM BOARD <br />NOTE: <br />MULTIPLE FLOORS OCCUR <br />OWENS CORNING NOISE <br />OWENS CORNING NOISE <br />SEE DETAIL 4/ FOR INFORMATION NOT SHOWN <br />CONTROL GUIDE STC - 58 <br />CONTROL GUIDE STC - 58 <br />2-HOUR EXTERIOR BEARING WALL <br />20 <br />1-HOUR EXTERIOR NON -BEARING WALL <br />16 <br />RATED WALL INTERSECTIONS <br />12 <br />2-HR RATED MTL. FRAMED WALL <br />8 <br />2-HR RATED MTL. FRAMED WALL <br />4 <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 />INVESTMENTS <br />S <br />4199 CAMPUS DRIVE <br />RV I N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />T_ <br />C) <br />N <br />u <br />w <br />LO <br />T_ <br />u7 <br />06 <br />LO <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 />G��SED ARCI y <br />� No. C29795 <br />RENEWAL DATE <br />31, 2023 <br />>AIGIIT <br />OF CAL\ <br />License Stamp <br />FIRE -RATED EXTERIOR <br />WALL DETAILS <br />AD-24 <br />Z <br />Q <br />J <br />0— <br />co <br />Ir—n <br />0. <br />U_ <br />N <br />N <br />1 <br />w <br />COPYRIGHT U <br />