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PARAPET FRAMING @ MANSARD <br />ARCH. FEATURE FRAMING @ MANSARD <br />SECTION THROUGH HALLWAY <br />BASE FLASHING <br />TYPICAL CRICKET <br />PARAPET FLASHING <br />PARAPET WEEP SCREED <br />A B <br />NOT USED NOT USED <br />NOT USED <br />ARMET DAVIS NEWLOVE & <br />ASSOCIATES, AIA ARCHITECTS <br />1330 OLYMPIC BLVD. <br />SANTA MONICA, CALIFORNIA 90404 <br />PH 310 452-5533 FAX 310 450-4742 <br />T T <br />3 #3 X 3" SCREWS EACH BLK AND TOP <br />CHORD OF TRUSS <br />SEE 1/A21 <br />SEE 1/A21 <br />(N) 2X4 WD <br />2X4 WD LEDGER - 2 <br />16D EACH STUD. 2X <br />BLOCKING IN BETWEEN <br />EACH STUD 16" O.C. <br />2X4 WD BRACING EVERY 48" - <br />NAIL TO SIDE OF EXISTING <br />STUDS - 16D MIN 2 PER STUD. <br />(N) 5/8" GYP BOARD <br />CEILING AT HALL <br />A <br />A CONTRACTOR SHALL INSTALL <br />MST 16 STRAPS ON ROOF <br />DECK AT NEW HALLWAY WALL <br />FASTENED TO EACH TOP <br />CHORD OF EXISTING TRUSS <br />FOR LENGTH OF NEW WALL. <br />(E) TRUSS <br />FRAMING REVISION <br />2/05/25 <br />2/05/25 FRAMING REVISION <br />si <br />si <br />si <br />psi <br />EVERY 4'-0" (TRUSS SPACING) <br />2x4 B <br />R <br />A <br />C <br />I <br />N <br />G <br /> <br />E <br />V <br />E <br />R <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />2 <br /> <br />- <br /> <br />1 <br />6 <br />D <br /> <br />M <br />I <br />N <br /> <br />E <br />A <br /> <br />E <br />N <br />D <br />INFILL BLOCKING/BRACING <br />Revision to #101117751 (issued on 2/22/24) <br /> <br />REV 1 - #101122567 <br /> <br />APPROVALS: <br />PLNG - C. Santana <br />BLDG - CSG <br />2300 N Tustin Ave - <br />REV13/7/2025