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STRUCTURAL PANEL SHAFT BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER <br />WHERE OCCURS <br />BASE APPLIED AT RIGHT ANGELES TO EACH SIDE OF DBL. ROW OF <br />2 X 4 WOOD STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART WITH <br />6 d COATED NAILS, 170 LONG, 0,085 SHANK, 1/4' HEADS, 24" O.C. <br />FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER <br />0 BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED <br />LU NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4' HEADS, 8" O.C. <br />O JOINTS STAGGERED 16" EACH LAYER AND SIDE, SOUND TESTED WITH <br />9XZ=XR <br />3 1/2" GLASS FIBER INSULATION STAPLED TO STUDS IN STUD SPACES <br />ON ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6" O.C. <br />0 HORIZONTAL BRACING REQUIRED AT MID -HEIGHT. (LOAD BEARING) <br />z W ELECTRICAL, PLUMBING AND MECHANCIAL ELEMENTS <br />1— NOT PERMITTED IN AIR SPACE <br />Cr NOTES: <br />PARALLEL TRUSSES PERPENDICULAR PARALLEL TRUSSES PERPENDICULAR <br />Cr <br />1, WOOD STRUCTURAL PANELS MAY BE INSTALLED BETWEEN THE <br />TRUSSES TRUSSES <br />= FIRE PROTECTION AND THE WOOD STUDS, PROVIDE THE LENGTH OF <br />6X6 =X6 <br />THE FASTENERS USED TO ATTACH THE FIRE PROTECTION ARE <br />N INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF <br />THE WOOD STRUCTURAL PANEL. <br />2, EACH STUD CAVITY PROVIDED WITH FULL STUD DEPTH SOUND <br />LIVING UNIT ATTENUATION INSULATION (3-1/2" MIN THICK) . <br />RUN (2) LAYER OF GYP <br />BOARD TO THE <br />UNDERSIDE OF ROOF <br />GYPSUM WALLBOARD, WOOD STUDS <br />SHEATHING <br />LISTING <br />INGNO. <br />SOUND- <br />RATING- <br />THICKNESS: 10 3/4' <br />GA <br />APPROX. CEILING WEIGHT: 13 PSF <br />MIN 50 STC <br />2-HR. <br />TEXT: SEE WP 14-70FM0WP 360, 9-27-74) <br />— — — — — — <br />WP 3820 <br />SOUND TEST: NGC 3056,FIRE <br />2-HR RATED FIRE BARRIER <br />1 <br />GYPSUM WALLBOARD, WOOD STUDS <br />(2) LAYERS 5/8" TYPE X <br />FIRE BARRIER AT ROOF FOR ELEVATOR <br />BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VEENER GYPSUM BOARD <br />BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 X 4 WOOD <br />STUDS 24" O.C, WITH 6D COATED NAILS, 170 LONG, 0,085" SHANK, INTERIOR FULL STUD DEPTH INSULATION <br />FIRE BARRIER AT ROOF FOR STAIR <br />1/4" HEADS, 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM VENEER WHERE OCCURS <br />F <br />BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED <br />NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C. #4 90 <br />JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH <br />STUDS 16" O,C, AND WITH NAILS FOR BASE LAYER SPACED 6" O.C. APPROVED 2 HOUR U.L. <br />(LOAD -BEARING) FIRE RESISTIVE JOINT <br />SYSTEM <br />X&W Mx <br />REQUIRED AT <br />—P <br />BOTH SIDES OF <br />_KTWALL <br />INTERIOR <br />(2) LAYERS 5/8" TYPE X <br />GYPSUM BOARD <br />LISTING- NOTE: <br />S NG <br />RATING- FOR ALTERNATE DETAIL AT <br />SEE ALSO DETAIL <br />NO.2-HR. <br />SHAFTS- <br />WP 4135 <br />RUN (2) LAYER OF GYP <br />TO THE <br />2-HR FIRE BARRIER ASSEMBLY - WOOD STUDS <br />2 <br />UBOARD <br />NDERSIDE OF ROOF <br />SHEATHING <br />I I I <br />I I I <br />SLAB OPENING DIM. ✓ F.O. STUD PER PLAN ROUGH OPENING W F.O. STUD PER PLAN <br />7777 <br />IN FLOOR <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />5/16' <br />15 " / <br />FIRE BARRIER AT ROOF FOR ELEVATOR <br />TYP. FLR / CLG ASSEMBLY RATED FLR / CLG <br />ASSEMBLY @ CORRI <br />R MU OR CONC WALL <br />1 <br />AD-21 1 <br />(2) 2x BLOCKING AD-21 <br />4TH FLOOR <br />(2) 2x SOLID RIM JOIS <br />� <br />9A @ CONC W/DUCTS 9B @WOOD FRAMING <br />_ <br />d SLOTTED HEAD TRACK- FOR <br />d ° DEFLECTION <br />d <br />° <br />FIRE RATED SEALANT- <br />BOTH SIDES <br />° ° <br />3-5/8", 25 GAGE MET. STUDS @ 16" O.C. <br />UNIT LIVING SPACE INTERIOR CORRIDOR <br />2-HR SHAFT <br />TWO (2) LAYERS FIRE -RATED GYP. BD. <br />WALL IS TO BE EACH SIDE- PROVIDE DENS GLASS GOLD <br />FOR FACE LAYER FACING GARAGE <br />POSITIONED TOWARD <br />� <br />DOOR SWING SIDE OF DOOR FRAME POSITION IN WALL - <br />WALL BEYOND <br />2-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER <br />FIRE RATED SEALANT- <br />DIMENSION PER PLAN F.O. GYP. BD SHALL BOTH SIDES <br />g SIM. <br />1 2 <br />BE FLUSH WITH F.O. <br />CMU ON DOOR <br />SWING SIDE rn /iiii i <br />SLAB OPENING DIMENSION � <br />D <br />o i/iiiii��� 8" WIDE X 8" X 16" CMU <br />�U <br />3RDFLOOR <br />� " /iii iiii <br />�� MORTAR JOINT <br />I I <br />° ICI i 1 <br />LINE OF CONCRETE FLOOR SLAB <br />° ° d I ° ° d I d I ° a <br />11 <br />ITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONE <br />° ° ° d ° <br />FULL-LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ON EACH SIDE <br />cJJ° <br />FIRST LAYER IS ATTACHED WITH 1" LONG NO.6 DRYWALL SCREWS 8" ON CENTER AROUND THE <br />PERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALL BOARD MAY BE <br />ATTACHED HORIZONTALLY WHEN ATTACHED TO 3-5/8" STUDS AND HORIZONATL JOINTS ARE <br />STAGGERED WITH THOSE ON OPPOSITE SIDES OF THE WALL. SCREWS FOR THE HORIZONTAL <br />° <br />APPLICATION SHALL BE 8 " ON CENTER AT VERTICAL EDGES AND 12" ON CENTER ON THE <br />INTERMEDIATE STUDS. <br />3-HRRATEDF R/CLC <br />ONE (1) HOUR RATED WALL <br />24 ° d ° ASSEMBLY @ PODIUM1>71JAD-27 <br />z4 <br />LISTING: <br />d <br />U905 (CMU PORTION) FIRE RATING: <br />3-HR RATED FLR / CLG — — — — — <br />1-HR. <br />ASSEMBLY @ PODIUM <br />SPEC SEAL SERIES ES <br />ELASTOMERIC FIRE SEALANT U.L. CBC TABLE 720.1(2) SOUND RATING: <br />LISTED FOR 2HR JOINT TYP. NOT TESTED <br />ITEM 13-1.1 <br />2 OR 3-HR RATED CONCRETE <br />(METAL STUD PORTION) <br />DECK SLAB OR WALL OR CMU <br />—� 2-HR METAL 4 <br />STUD WALL <br />WALL PER STRUCTURAL PLANS <br />RATED CMU/ MET. STUD WALL 14 <br />MIN. 4" WIDTH OF PCF MINERAL Q <br />WOOL <br />3-HR. RATED SEALANT <br />° <br />ASSEMBLY"SPECSEAL" <br />ELASTOMERIC SEALANT SY <br />#HW-D-1006 OR EQ. <br />° <br />SLIP/NON-BEARING JOINT WHERE <br />OCCURS PER STRUCTURAL <br />PLANS <br />° d ° <br />2-HR CMU WALL <br />1/2" THK. SPEC SEAL ES TOOL <br />SMOOTH <br />d <br />2-HR METAL 4 <br />STUD' - <br />NOT TO EXCEED 2" MAX @ TIME <br />OF INSTALLATION <br />3 OR 4-HR WALL C.I.P. OR C.M.U. SPECIFIED TECHNOLOGIES UL. <br />d ° <br />PER PLAN SYSTEM # HW-D-1006 <br />° d <br />° d 4 ° <br />41. <br />NOTES: NOTES: <br />: <br />OBTAIN PRODUCT INSTALLATION <br />1. WALL ASSEMBLY: 1. WALL ASSEMBLY: <br />2-HR. WALL ASSEMBLY EXTERIOR 2-HR WALL <br />REQUIREMENTS AND INSTALL PER <br />LISTING <br />2. FIRE RATING: 2. FIRE RATING: <br />MIN. 2-HR MIN. 2-HR <br />3. NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ 3. NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ <br />9C @ CO N C STAIRS / ELEVATORS <br />ALL FLOOR LEVELS U.O.N. ALL FLOOR LEVELS U.O.N. <br />FIRE BARRIER @ UNIT FIRE BARRIER @ CORRIDOR <br />12012-HR <br />FIRE BARRIER <br />1151 <br />1915 <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 />ED7 OAK <br />TI\ti'�S`I'�VIhN"1 S <br />4199 CAMPUS DRIVE <br />I RVI N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />W <br />T_ <br />L0 <br />W <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 />ARCIll <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />of CA_\ <br />License Stamp <br />2-HOUR FIRE BARRIER <br />DETAILS <br />AD-23 <br />Z <br />^J <br />1r n <br />V / <br />LL <br />N <br />N <br />C) <br />N <br />1 <br />Ir- <br />00 <br />0 <br />COPYRIGHT (2) <br />