Laserfiche WebLink
DOOR JAMB DETAIL <br />DOOR HEAD DETAIL <br />3-5/8" 25 GA. METAL STUD <br />DIAGONAL BRACING AT 45 <br />DEGREES AT 8'-0" O.C. <br />STAGGERED SIDES AT 4'-0" <br />SPANS ATTACHED W/2 #8 X <br />1-1/4" SCREW. ANCHOR TO 25 <br />GA. METAL CAP AT UNDERSIDE <br />OF STRUCTURE ABOVE. <br />FASTEN TO TOP TRACK AT 12" <br />O.C. ANGLE METAL SYSTEMS <br />(ESR-3064) WITH (2) #8 1-1/4" <br />SCREWS. <br />FINISHED CEILING WHERE <br />OCCURS, SEE RCP. <br />DOOR PER SCHEDULE <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br />VA <br />R <br />I <br />E <br />S <br />4" <br />MIN.DOOR PER SCHEDULE <br />DOUBLE STUDS AT STRIKE JAMB <br />PARTITION PER CONSTRUCTION <br />PLAN. <br />FACE OF WALL, WHERE OCCURS. <br />DOOR FRAME PER SCHEDULE <br />DOOR HEAD DETAIL <br />1"1" <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br />VA <br />R <br />I <br />E <br />S <br />INSULATION WHERE OCCURS. <br />DOUBLE STUD <br />5/8" TYPE 'X' GYPSUM BOARD EACH <br />SIDE OVER METAL STUD. SEE STUD <br />TABLE FOR SIZE AND SPACING. <br />DOOR FRAME PER SCHEDULE <br />DOOR PER SCHEDULE <br />GLAZING AT SILL (JAMB SIM.) <br />PARTITION PER SCHEDULE <br />REFER TO 'DOOR TYPES' OR ELEVATION <br />FOR GLASS THICKNESS <br />1" <br />TEMPERED GLAZING <br />WHERE REQUIRED PER <br />WINDOW SCHEDULE <br />WALL PER ARCH PLAN & <br />WALL TYPES <br />1" <br />BOXED JAMB ON EITHER <br />SIDE OF OPENING <br />WESTERN INTEGRATED 1" <br />TRIM, PART NO. 302 <br />WESTERN INTEGRATED <br />ALUMINUM GLAZING JAMB. <br />ATTACH PER MFR <br />DOOR PER SCHEDULE <br />DOOR JAMB AT SIDELIGHT <br />WESTERN INTEGRATED ALUMINUM <br />GLAZING HEADER. ATTACH PER MFR <br />DOUBLE BACK-TO-BACK METAL STUDS. <br />D-41 <br />2 <br />3 <br />4 <br />5 <br />DE <br />T <br />A <br />I <br />L <br />S <br />LA <br />N <br />D <br />L <br />O <br />R <br />D <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />U <br />S <br />I <br />N <br />E <br />S <br />S <br /> <br />P <br />A <br />R <br />K <br />36 <br />2 <br />5 <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br />S <br /> <br />3 <br />0 <br />7 <br />- <br />3 <br />0 <br />8 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />REVISIONS <br />24-236.16 <br />1 <br />1 <br />2025 <br />3625 W MacArthur Blvd <br />#30712/9/2024