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(E) GARAGE SLAB TO REMAIN <br />(PROVIDE MIN. 3 COATS OF CONCRETE <br />FLOOR MOISTURE RETARDANT BARRIER. <br />USE REGARD WATERPROOFING <br />MEMBRANE ESR-1413 OR EQUIV.) <br />(N <br />) <br /> <br />H <br />D <br />U <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />2 <br />-- <br />1 <br />-- <br />3 <br />-- <br />4 <br />-- <br />4 <br />-- <br />4 <br />-- <br />4 <br />-- <br />4 <br />-- <br />4 <br />-- <br />(N) H <br />D <br />U <br />2(N) 4" <br />X <br />6 <br />" <br />(N) HD <br />U <br />2 <br />(N) 4"X <br />6 <br />" <br />(N) HDU <br />2 <br />(N) 4"X6 <br />" <br />(N) <br /> <br />H <br />D <br />U <br />2 <br />(N) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) H <br />D <br />U <br />2 <br />(N) 4 <br />" <br />X <br />6 <br />" <br />(N) HD <br />U <br />2(N) 4"X <br />6 <br />" <br />4 <br />-- <br />2 <br />SSW1 <br />1 <br />SSW1 <br />2 <br />SSW1 <br />1 <br />SSW1 <br />(N) SIMPSON STRONG WALL FOOTING: <br />F'c: 2,500 PSI <br />3/4"Ø STANDARD A.B. <br />de: 8" MIN. <br />12 <br />SD1 <br />(N <br />) <br /> <br />H <br />D <br />U <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />4 <br />-- <br />(N) HD <br />U <br />2 <br />(N) 4"X <br />6 <br />"4 <br />-- <br />SFD <br />(N) HD <br />U <br />2 <br />(N) 4"X <br />6 <br />" <br />(N) HDU2(N) 4"X6" <br />L = 5'-5" <br />1 <br />7 <br />--(E <br />) <br /> <br />2 <br />" <br />X <br />1 <br />0 <br />" <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />L = 1'-0" <br />2 <br />L = 1'-0" <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N <br />) <br /> <br />H <br />D <br />U <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N <br />) <br /> <br />H <br />D <br />U <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) HD <br />U <br />2 <br />(N) 4"X <br />6 <br />" <br />(N) HDU <br />2 <br />(N) 4"X6 <br />" <br />L = 6'-0" <br />1 <br />(N) <br /> <br />H <br />D <br />U <br />2 <br />(N) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) H <br />D <br />U <br />2 <br />(N) 4 <br />" <br />X <br />6 <br />" <br />L = 6'-0" <br />1 <br />15 <br />SD1 <br />6 <br />-- <br />6 <br />-- <br />L = 4'-0" <br />1 <br />A B C <br />2 <br />(N) <br /> <br />H <br />D <br />U <br />2 <br />(N) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N <br />) <br /> <br />H <br />D <br />U <br />2 <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />6 <br />-- <br />L = 4'-0" <br />1 (N) 4"X8" HDR #1 <br />2 <br />SSW2 <br />2 <br />SSW2 <br />(N) 4"X6" <br />(N) 4"X8" <br />(E <br />) <br /> <br />H <br />D <br />R <br />(N) HD <br />U <br />2 <br />(N) 4"X <br />6 <br />" <br />(N <br />) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) 2"X6" R.R. <br />@ 16" O.C. <br />17 <br />SD1 <br />17 <br />SD1 <br />(N) 4" SLAB ON GRADE <br />W/ #4 BARS @ 16" O.C. <br />1 <br />-- <br />5 <br />--14 <br />SD1 <br />16 <br />SD1 <br />(E <br />) <br /> <br />2 <br />" <br />X <br />1 <br />0 <br />" <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />2'-0" <br />2' <br />- <br />6 <br />" <br />2'-0" <br />2' <br />- <br />6 <br />" <br />18 <br />SD1 TYP. <br />4 <br />-- <br />4 <br />--(N) <br /> <br />H <br />D <br />U <br />2 <br />(N) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) H <br />D <br />U <br />2 <br />(N) 4 <br />" <br />X <br />6 <br />" <br />18 <br />SD1 TYP. <br />(N) <br /> <br />H <br />D <br />U <br />2 <br />(N) <br /> <br />4 <br />" <br />X <br />6 <br />" <br />(N) H <br />D <br />U <br />2 <br />(N) 4 <br />" <br />X <br />6 <br />" <br />L = 4'-0" <br />1 <br />6 <br />-- <br />(E) FOOTING WIDTH: 12" MIN.V.I.F. <br />(E) FOOTING DEPTH: 24" MIN. V.I.F. <br />4 <br />3 <br />1 <br />2 <br />DOWEL DETAIL <br />(N) FTG.(E) FTG. <br />P.T. MUDSILL W/ ANCHOR BOLTS <br />PER PLAN <br />S.S.T. "LSTA36" @ (N) AND (E) <br />SILL PL. CONNECTION <br />(WHERE OCCURS) <br />REBAR PER PLANS, <br />TYP. <br />24"8" <br />#4 DOWELS, T&B <br /> EPOXY SET WITH <br />SIMPSON SET-XP <br />EPOXY (RR25744), <br />SPECIAL DEPUTY <br />INSP. REQ'D. <br />(E) SLAB <br />12" MIN. <br />24 <br />" <br />MI <br />N <br />. <br />#5 DOWELS @ 16" O.C., W/ 6" MIN <br />EMB. EPOXY SET WITH SIMPSON <br />SET-3G EPOXY (ESR-4057), SPECIAL <br />DEPUTY INSP. REQ'D. <br />(N) CONC. FTG PER PLANS <br />NOTE: SEE SCHEARWALL SCHEDULE <br />FOR A.B. SPACING IN SHEARWALL <br />P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR <br />BOLTS AND 3"x3"x5/16" WASHERS @ <br />6'-0" O.C. W/ 7" MIN. EMB. <br />STUD WALL PER PLANS <br />SHEAR PANEL'G. PER <br />SCHEDULE (WHERE <br />OCCURS) <br />INTERIOR SLAB FOOTING <br />2- #4 HORIZ. BARS @ T&B., TYP. <br />(E) SLAB <br />134" MIN. <br />POST PER PLANS <br /> 58"Ø SIMPSON <br />"SSTB16" <br />12 <br />58" <br />M <br />I <br />N <br />. <br />14 <br />116 <br />" <br />MA <br />X <br />. <br />178" <br />HOLD DOWN @ NEW SLAB <br />134" MIN. <br />POST PER PLANS <br />10 <br />" <br />MI <br />N <br />. <br />HOLD DOWN @ EXISTING SLAB <br />SIMPSON HOLD <br />DOWN PER PLANS <br />SIMPSON HOLD <br />DOWN PER PLANS <br />#5 DOWELS @ 16" O.C., W/ 6" MIN <br />EMB. EPOXY SET WITH SIMPSON <br />SET-3G EPOXY (ESR-4057), SPECIAL <br />DEPUTY INSP. REQ'D. <br />TYPICAL HEADER FRAMING <br />HEADER SEE SCHEDULE <br />HEADER SCHEDULE <br />MIN. HEADER SIZEMAX <br />OPENING <br />WIDTH BEARING <br />WALL <br />NON-BRG. <br />WALL <br />4'-0" <br />6'-0" <br />8'-0" <br />10'-0" <br />12'-0" 4 X 14 <br />4 X 12 <br />4 X 10 <br />4 X 6 4 X 4 <br />4 X 6 <br />4 X 8 <br />4 X 10 <br />4 X 12 <br />4 X 8 <br />SEE ARCHITECTURAL PLANS <br />TOP PLATE A35 UNDER HEADER 4 X 8 OR SMALLER <br />'EPC' UNDER 4 X 10 OR 4 X 12 <br />'ECC" LARGER U.N.O. <br />DBL. STUD UNDER HEADER 4 X 8 OR SMALLER <br />4 X POST UNDER 4 X 10 OR LARGER U.N.O. <br />SIMPSON "A35" WHEN OPEN'G <br />WIDTH EXCEEDS 5'-0" <br />("A35'S" @2 X 6 STUDS) <br />2 - 16d (3 - 16d @ <br />HDRS. DEEPER THAN 4") <br />USE 2 - 2 X KING <br />STUDS AT OPENINGS <br />WIDER THAN 6' - 0" <br />2 X BLK'G <br />16d @ 12" O.C. <br />STAGGERED TYP. <br />DBL. FULL HT.STUDS WHEN <br />OPENING WIDTH EXCEEDS 5' - 0" <br />SIMPSON "A35" WHEN OPEN'G <br />WIDTH EXCEEDS 5' - 0" <br />("A35'S" @ 2 X 6 STUDS) <br />75SHEAR TRANSFER DETAIL <br />SHEARWALL PER SCHED. <br />2-2X TOP PL. <br />E.N. <br />STUD WALL PER PLANS <br />SIMPSON "A35" @ EA. BAY. <br />(SEE SHEARWALL SCHEDULE <br />FIR SPACING @ SHEARWALL <br />LOCATIONS) <br />RAFTERS PER PLANS <br />SHEARWALL PER SCHED. <br />2-2X TOP PL. <br />E.N. <br />STUD WALL PER PLANS <br />SIMPSON "A35" @ EA. BAY. <br />(SEE SHEARWALL SCHEDULE <br />FIR SPACING @ SHEARWALL <br />LOCATIONS) <br />RAFTERS PER PLANS <br />(E) ROOF SHEATHING TO <br />REMAIN, TYP. <br />1 - 14" x 6" LAG SCREW <br />(E) ROOF SHEATHING TO <br />REMAIN, TYP. <br />SHEAR TRANSFER DETAIL6 8 <br />JOIST PER PLAN <br />"A35" EA. BAY <br />(SEE SHEARWALL <br />SCHEDULE FOR SPACING <br />IN SHEARWALL LOCATIONS <br />2-2X TOP PL. <br />RAFTERS PER PLAN <br />STUD WALL PER PLANS <br />E.N. <br />SHEATHING PER SCHEDULE <br />FRAMING DETAIL <br />(E) ROOF SHEATHING TO <br />REMAIN, TYP. <br />SHEAR TRANSFER DETAIL <br />2X BLOCKING TO BE SAME DEPTH AS JOIST <br />OR RAFTER <br />SPACED @ 4'-0" MAX. BETWEEN SUPPORTS. <br />(SEE DETAIL #3/ SHEET SD1) <br />2X BLOCKING TO BE SAME DEPTH AS JOIST <br />OR RAFTER <br />SPACED @ 4'-0" MAX. BETWEEN SUPPORTS. <br />(SEE DETAIL #3/ SHEET SD1) <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />D <br />A <br />T <br />E <br />: <br /> <br />A <br />u <br />g <br /> <br />1 <br />8 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />( <br />1 <br />: <br />2 <br />9 <br /> <br />P <br />M <br />) <br />SHEET #: <br />JO <br />B <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />20 <br />1 <br />7 <br /> <br />G <br />R <br />E <br />E <br />N <br />L <br />E <br />A <br />F <br /> <br />S <br />T <br />. <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 />6 <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br /> <br />B <br />Y <br />: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />RE <br />V <br />I <br />E <br />W <br />E <br />D <br /> <br />B <br />Y <br />: <br />PE <br />R <br />M <br />I <br />T <br /> <br />N <br />O <br />. <br />-- <br />C. <br />S <br />. <br />C. <br />S <br />. <br />DE <br />S <br />I <br />G <br />N <br /> <br />G <br />R <br />O <br />U <br />P <br />: <br />ENGINEER OF RECORD: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />I <br />N <br />T <br />O <br />AD <br />U <br />SSDSTA <br />N <br />D <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />CIVI <br />L <br />- <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />Located at: <br />18757 BURBANK BLVD. UNIT 109 <br />TARZANA, CA 91356 <br />Call: <br />(213) 373-4513 <br />A. <br />G <br />. <br />A. <br />G <br />. <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br /> <br />/ <br />RO <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S-2FOUNDATION PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />HOLD DOWN CONNECTOR BOLTS INTO WOOD <br />FRAMING REQUIRE APPROVED PLATE <br />WASHERS;AND HOLD DOWNS SHALL BE FINGER <br />TIGHT AND WRENCH TURNED JUST PRIOR TO <br />COVERING THE WALL FRAMING. CONNECTOR <br />BOLTS INTO WOOD FRAMINMG REQUIRE STEEL <br />PLATE WASHERS ON THE POST ON THE <br />OPPOSITE SIDE OF THE ANCHORAGE DEVICE. <br />PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH <br />BY 3 INCHES BY 3 INCHES <br />ROOF FRAMING PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />PLYWOOD SHEAR ANC. <br />SHEARWALL SCHEDULE <br />EDGE NAILINGTAG CAPACITY <br />NOTES: <br />1) NAILING IS IN ADDITION TO THE MINIMUM REQUIREMENTS OF C.B.C. - TABLE 2304.9.1 <br />2) HDU2 HOLD DOWN AT EACH END <br />3) SOLID BLOCK AND NAIL ALL PLYWOOD EDGES <br />4) PROVIDE 12" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING <br />1 <br />FIELD NAILING ANC. BOLT <br />15/32" STRUCT. 1 LTP4 @ 16" O.C.10d COM. @ 6" O.C. <br />2 <br />340 plf10d COM. @ 12" O.C.58" @ 32" O.C.* <br />PER MFR.N/A <br />3 <br />7755 lbsN/A PER MFR.SSW 12X8 <br />ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR <br />GALVANIZED BOX <br />ALL BOLT HOLES SHALL BE DRILLED 132" TO 116" OVERSIZED <br />HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION <br />INSPECTION