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PLYWOOD SHEATHING, SSD <br />LAP UNDERLAYMENT MIN. <br />6" AT RIDGE W/ I CONT. <br />PIECE OF UNDERLAYMENT <br />AT RIDGE <br />S-TILE ROOF <br />TRUSSES, SSD <br />STUD WALL <br />OPERABLE <br />WINDOW <br />EXTERIOR WALL CEILING <br />NOT MORE THAN <br />44" ABOVE <br />FLOOR ON THE <br />FINISHED SILL HEIGHT <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />L <br />E <br />A <br />R <br />OP <br />E <br />N <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />FLOOR <br />20" CIR. <br />MINIMUM <br />PLAN VIEW <br />SECTION VIEW <br />5/8" GYPSUM BOARD <br />WOOD HEADER - SEE STRUCTURAL <br />WOOD CASING, BY OTHERS <br />DOOR, BY <br />OTHERS <br />WOOD DOOR FRAME <br />SHIM, AS REQUIRED <br />5/8" TYPE "X" GYPSUM BOARD <br />5/8" GYPSUM BOARD <br />(2) 2X4 WOOD JAMBS <br />WOOD CASING, BY OTHERS <br />DOOR, BY OTHERS <br />WOOD DOOR FRAME <br />SHIM, AS REQUIRED <br />GYP. BD <br />RADIUS <br />CORNER <br />- USE PLASTIC <br />CORNERS AT <br />WET AREAS <br />GYP. BD <br />SEE PLAN <br />FOR <br />FRAMING <br />2S/1P 1S/2P <br />SHELF <br />POLE <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />3' <br /> <br />- <br /> <br />0 <br />" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />1' <br /> <br />- <br /> <br />0 <br />" <br />0' <br /> <br />- <br /> <br />3 <br />" <br />5' <br /> <br />- <br /> <br />6 <br />" <br />2X4 P.T. CURB ANCHORED TO SLAB <br />3/8" ANCHOR BOLTS AT 12" O.C., <br />6" AT ENDS <br />MORTAR BED-SET CERAMIC TILE <br />SLOPE TILE TO DRAIN AT 1/4" PER <br />FOOT <br />HOT MOP <br />SLOPE TO DRAIN AT 1/4" PER FOOT <br />(E) CONCRETE SLAB <br />GYPSUM WALLBOARD, RESILIENT CHANNELS,GYPSUM WALLBOARD, RESILIENT CHANNELS, <br />MINERAL FIBER INSULATION, WOOD STUDSMINERAL FIBER INSULATION, WOOD STUDS <br />RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES <br />TO ONE SIDE OF 2X4 WOOD STUDS 16" OR 24" O.C. WITH 1 1/4" <br />TYPE "S" DRYWALL SCREWS. ONE LAYER 5/8" PROPRIETARY <br />TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE <br />APPLIED PARALLEL TO CHANNELS WITH 1" TYPE "S" DRYWALL <br />SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESILIENT <br />CHANNELS. 3" MINERAL FIBER INSULATION, 2.0 OR 2.3 pcf, IN <br />STUD PACE. <br />OPPOSITE SIDE: ONE LAYER 5/8" PROPRIETARY TYPE "X" <br />GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT <br />RIGHT ANGLES TO STUDS WITH 1 1/4" TYPE "W" DRYWALL SCREWS <br />12" O.C. <br />VERTICAL JOINTS STAGGERED 48" ON OPPOSITE SIDES. SOUND <br />TESTED WITH STUDS 16" O.C. AND OPEN FACE OF MINERAL FIBER <br />INSULATION BLANKETS TOWARD RESILIENT CHANNEL-SIDE OF <br />STUD SPACE. (LOAD BEARING) <br />GA FILE NO. WP 3241GA FILE NO. WP 3241 PROPRIETARYPROPRIETARY <br />THICKNESS:53/8" <br />APPROX. WEIGHT:7 pst <br />FIRE TEST:BASED ON UL R3660-7, <br />11-12-87; UL R27117-61, <br />8-18-87; UL R7094, <br />10-24-90; <br />UL DESIGN U311 <br />SOUND TEST:ESTIMATED <br />1-HR FIRE1-HR FIRE 50 TO 54 STC SOUND50 TO 54 STC SOUND <br />PROPRIETARY GYPSUM BOARDPROPRIETARY GYPSUM BOARD <br />AMERICAN GYPSUM COMPANY:5/8" FIREBLOC TYPE "C" <br />BPB AMERICA INC.:5/8" PROROCTM TYPE C GYPSUM PANELS <br />G-P GYPSUM:5/8" TOUGHROCK R FIREGUARD R C <br />LAFARGE NORTH AMERICA INC.:5/8" FIRECHECK R TYPE C <br />NATIONAL GYPSUM COMPANY:5/8" GOLD BOND R BRAND FIRE-SHIELD CTM <br /> GYPSUM WALLBOARD <br />PABCO GYPSUM:5/8" FLAME CURB R SUPER 'C' <br />TEMPLE-INLAND FOREST PRODUCT CORPORATION:5/8" TG-C <br />SCALE: 1" = 1'-0"6 TYPICAL AT RIDGE <br />SCALE: 1" = 1'-0"4 EMERGENCY EGRESS DETAIL <br />SCALE: 3" = 1'-0"2 TYP. WOOD FRAME INTERIOR DOOR HEAD <br />SCALE: 3" = 1'-0"3 TYP. WOOD FRAME INTERIOR DOOR JAMB <br />SCALE: 3" = 1'-0"5 ROUND GYPSUM BOARD CORNER <br />SCALE: 1/2" = 1'-0"7 CLOSET SHELVING <br />SCALE: 3" = 1'-0"1 CURB AT SHOWER ENTRY <br />SHEET NO.: <br />SHEET <br />TITLE: <br />AS SHOWN <br />SCALE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />DE <br />L <br />T <br />A <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />. <br />86 <br />7 <br />1 <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br /> <br />BL <br />V <br />D <br />. <br />, <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br />71 <br />4 <br />- <br />9 <br />8 <br />7 <br />- <br />0 <br />7 <br />8 <br />7 <br />AD.2 <br />ARCHITECTURAL <br />DETAILS <br />04/03/24 <br />19 <br />2 <br />9 <br /> <br />& <br /> <br />1 <br />9 <br />2 <br />7 <br /> <br />S <br />HI <br />C <br />K <br />O <br />R <br />Y <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SCALE: 3/8" = 1'-0"8 1 HR FIRE RATED WALL DETAIL <br />1927 & 1929 S <br />Hickory St2/12/2025