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6X <br />6 <br /> <br />H <br />D <br />R <br />6X <br />1 <br />2 <br /> <br />H <br />D <br />R <br />6X6 HDR <br />15/32'' OSB W/ 8D <br />SPACED @ 6''-6''-12'' <br />15/32'' OSB <br />W/ 8D SPACED <br />@ 6''-6''-12'' <br />2X12 <br />RIDGE BOARD <br />2X8 @ 16'' O.C. R.R. <br />15/32'' OSB <br />W/ 8D SPACED <br />@ 6''-6''-12'' <br />2X <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br />BO <br />A <br />R <br />D <br />6X6 HDR6X6 HDR <br />2X8 @ 16'' O.C. R.R. <br />6X6 HDR <br />6X6 HDR2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />6X <br />6 <br /> <br />H <br />D <br />R <br />6X6 HDR <br />4X <br />6 <br /> <br />H <br />D <br />R <br />4X6 HDR <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />6X6 HDR <br />4X <br />6 <br /> <br />H <br />D <br />R <br />6X6 HDR <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> O <br />. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />4X4 <br />POS <br />T <br />2X12 <br />RIDGE BOARD <br />PR <br />O <br />V <br />I <br />D <br />E <br /> <br />2 <br />X <br />8 <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br /> <br />T <br />I <br />E <br />S <br />AT <br /> <br />E <br />V <br />E <br />R <br />Y <br /> <br />R <br />O <br />O <br />F <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />PR <br />O <br />V <br />I <br />D <br />E <br /> <br />2 <br />X <br />8 <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br /> <br />T <br />I <br />E <br />S <br />AT <br /> <br />E <br />V <br />E <br />R <br />Y <br /> <br />R <br />O <br />O <br />F <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />MSTA36 <br />4X12 BEAM <br />ALIGN RAFTER <br />TO WALLALIGN RAFTER <br />TO WALL <br />MSTA36 <br />3 <br />02-S1.1 <br />10 <br />02-S3.1 <br />10 <br />02-S3.1 10 <br />02-S3.1 <br />9 <br />02-S3.1 <br />4X4POS <br />T <br />15 <br />02-S3.1 <br />6 <br />02-S3.1 <br />15 <br />02-S3.1 <br />6 <br />02-S3.1 <br />15 <br />02-S3.1 <br />6 <br />02-S3.1 <br />6 <br />02-S3.1 <br />6 <br />02-S3.1 <br />6 <br />02-S3.1 <br />6 <br />02-S3.1 <br />6 <br />02-S3.1 <br />15 <br />02-S3.1 <br />3 <br />02-S1.1 <br />3 <br />02-S1.1 <br />4X <br />1 <br />0 <br /> <br />B <br />E <br />A <br />M <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />3.5x11.875 PSL E 2.0 <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />C <br />. <br />J <br />. <br />4 <br />02-S1.1 <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />MS <br />T <br />A <br />3 <br />6 <br />2X <br />8 <br /> <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br /> <br />R <br />. <br />R <br />. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' O.C. C.J.2X8 @ 16'' O.C. C.J. <br />2X12 <br />RIDGE BOARD <br />4X4 <br />POS <br />T <br />4X4POS <br />T <br />4X4 <br />POS <br />T <br />CALIFORIA <br />FRAMING 30''W X 36''H <br />SD WINDOW <br />4X6 HDR4X6 HDR <br />6X <br />1 <br />2 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />6X6 HDR <br />ABOVE <br />4X <br />6 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />L=7' <br />6 <br />L=5' <br />6 <br />L=6' <br />6 <br />L=9' <br />6 <br />L= <br />6 <br />' <br />6 <br />L= <br />6 <br />' <br />6 6 <br />L=5' <br />6 <br />L=6' <br />L= <br />1 <br />2 <br />' <br />6 <br />4X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X6 HDR <br />ABOVE <br />6X <br />6 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />6 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />6X <br />6 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />6X6 HDR <br />ABOVE <br />4X6 HDR <br />ABOVE <br />12''WIDE X <br />24''DEEP WALL <br />FOOTING <br />12'' WIDE <br />X 24'' DEEP <br />WALL FOOTING <br />PROVIDE HDU5 HOLDDOWN <br />@ B.S. FOR EVERY SHEARWALL <br />6' OR LESS, TYPICAL. <br />12'' WIDE X 24'' DEEP <br />WALL FOOTING <br />PROVIDE HDU5 HOLDDOWN <br />@ B.S. FOR EVERY SHEARWALL <br />6' OR LESS, TYPICAL. <br />12'' WIDE X 24'' DEEP <br />WALL FOOTING <br />12'' WIDE <br />X 24'' DEEP <br />WALL FOOTING <br />PROVIDE HDU5 HOLDDOWN <br />@ B.S. FOR EVERY SHEARWALL <br />6' OR LESS, TYPICAL. <br />NON-LOAD BEARING, <br />NON-STRUCTURAL WALL <br />NON-LOAD <br />BEARING, <br />NON-STRUCTURAL <br />WALL <br />NON-LOAD BEARING, <br />NON-STRUCTURAL WALL <br />PROVIDE HDU5 <br />HOLDDOWN @ <br />B.S. FOR EVERY <br />SHEARWALL 6' <br />OR LESS, YPICAL. <br />18'' WIDE X 24'' DEEP <br />WALL FOOTING <br />(N) 4'' THK. CONCRETE <br />SLAB W/ # 4 REBARS @ 16'' <br />O.C.E.W.; OVER 6-MIL <br />MOISTURE BARRIER OVER <br />4" OF 1/2" CLEAN <br />AGGREGATE OVER 90% <br />RELATIVE COMPACTION. <br />(N) 4'' THK. <br />CONCRETE SLAB <br />W/ # 4 REBARS @ <br />16'' O.C.E.W.; OVER <br />6-MIL MOISTURE <br />BARRIER OVER 4" <br />OF 1/2" CLEAN <br />AGGREGATE OVER <br />90% RELATIVE <br />COMPACTION. <br />(N) 4'' THK. CONCRETE SLAB <br />W/ # 4 REBARS @ 16'' O.C.E.W.; <br />OVER 6-MIL MOISTURE <br />BARRIER OVER 4" OF <br />1/2" CLEAN AGGREGATE <br />OVER 90% RELATIVE <br />COMPACTION. <br />4X4 <br />POS <br />T <br />24''X24''X24'' <br />PAD FOOTING <br />14 <br />02-S3.1 <br />4 <br />02-S3.1 <br />2 <br />02-S3.1 <br />1 <br />02-S3.1 <br />1 <br />02-S3.1 <br />4 <br />02-S3.1 <br />1 <br />02-S3.1 <br />4 <br />02-S3.1 <br />8 <br />02-S3.1 <br />8 <br />02-S3.1 <br />12 <br />02-S3.1 <br />12 <br />02-S3.1 <br />12 <br />02-S3.1 <br />12 <br />02-S3.1 <br />1 <br />02-S3.1 <br />4 <br />02-S3.1 <br />8 <br />02-S3.1 <br />L=4' <br />L= <br />2 <br />' <br />END BOLT: 2-1/2" FROM EDGE <br />CENTER BOLT: 18-1/4" SPACING <br />EXTERIOR FACE OFFSET 1-1/8" <br />12'' WIDE X 24'' <br />DEEP WALL <br />FOOTING <br />WH <br />S <br />H <br />WHSH SIMPSON STRONG WALL <br />4' WIDE X 6' LENGTH X 2' THK. <br />SEE DETAILS ON SHEETS <br /> 02-S3.2 AND 02-S3.3 <br />WH <br />S <br />H <br />L= <br />2 <br />' <br />L=4' <br />WHSH SIMPSON <br />STRONG WALL 4' WIDE <br />X 6' LENGTH X 2' THK. <br />SEE DETAILS ON SHEETS <br />02-S3.2 AND 02-S3.3 <br />END BOLT: 2-1/2" FROM EDGE <br />CENTER BOLT: 18-1/4" SPACING <br />EXTERIOR FACE OFFSET 1-1/8" <br />1 <br />02-S3.1 <br />4 <br />02-S3.1 <br />1 <br />02-S3.1 <br />4 <br />02-S3.1 <br />6 <br />6 <br />4X4 <br />POS <br />T <br />4X4 <br />POS <br />T <br />4X4 <br />POS <br />T <br />4X4 <br />POS <br />T <br />4X6 HDR <br />ABOVE <br />2X ROOF RAFTER <br />2X FLAT W/3-16d <br />@EA. RAFTER <br />15/32" STRUCT 1 PLYWOOD <br />CALIFORNIA <br />FRAMING <br />A35 <br />16D @ 6" O.C. <br />2X DBL. BLOCKING <br />W/ A35 @ EA. SIDE <br />SIMPSON A35 @EA. <br />ROOF RAFTER <br />B.N TO BLK'G <br />BELOW <br />CONTINUOUS <br />PLYWD <br />18" <br />3" CLEAR <br />NAT. GRADE <br />15/32" OSB OR PLYWOOD <br />STRUCT 1 W/ 8d SPACED <br />@ 6"-6"-12" <br />EACH BLOCK 2"x4" <br />DOUBLE TOP PLATE <br />1/2" GYP. BOARD <br />SHEAR WALL, <br />WHERE OCCURS. <br />FOR SHEAR SCHED. <br />REFER TO SHEET <br />02-S0.1. <br />2"x4" P.T. SILL <br />5/8" DIA. x 9" LONG (MIN.) <br />ANCHOR BOLT W/ 3x3x3/8" SQ. <br />WASHER SPACED @ 36" O.C. <br />5/8" SQ. X 9" <br />EMBED AB <br />@ 36" O.C. MAX <br />2-#4 REINF. <br />TOP AND BOTTOM <br />#4 @16 O.C REINF. <br />ALT BENDS 1'-6" <br />BN/EN PER <br />SCHEDULE <br />FLAT A-35 OR LTP4's <br />4X BLOCKING <br />BN/EN 2X8 RR <br />4'' THK. CONCRETE SLAB WITH #4 REBARS <br />@16" O.C.E.W.; OVER 6-MIL MOISTURE BARRIER <br />OVER 4" OF 1/2" CLEAN AGGREGATE OVER <br />90% RELATIVE COMPACTION. <br />BN/EN <br />2X8 CJ <br />SEE PLAN <br />EACH BLOCK 2"x4" <br />DOUBLE TOP PLATE <br />FLAT A-35 OR LTP4'S <br />BLOCKING <br />BN/EN <br />BN/EN <br />9' <br />- <br />0 <br />" <br />4" <br />24 <br />" <br />3' <br />- <br />7 <br />" <br />SHEAR WALL <br />BLOCKING <br />10d @16" O.C. <br />2" x 4" STUD AT 16" O.C. <br />4" <br />FL <br />O <br />O <br />R <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 /> <br />A <br />N <br />D <br />RO <br />O <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 />SCALE <br />ROOF FRAMING PLAN <br />NO.REVISIONS DATE <br />CONSULTANT <br />JOB NO: <br />DATE: <br />1ST REV: <br />DRAWN: <br />PLOTTED: <br />SCALE:AS SHOWN <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OW <br />N <br />E <br />R <br />: <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />T: 323.470.0181 E: kmassociatesince@outlook.com <br />KM ASSOCIATES INC. <br />16202 ORION AVE CHINO CA 91708 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />LI <br />N <br />H <br /> <br />L <br />E <br /> <br />A <br />N <br />D <br /> <br />D <br />A <br />V <br />I <br />D <br /> <br />F <br />R <br />E <br />U <br />D <br />E <br />N <br />B <br />E <br />R <br />G <br />E <br />R <br />SHEET TITLE <br />SHEET NUMBER <br />21 <br />2 <br />1 <br /> <br />N <br />. <br /> <br />L <br />E <br />W <br />I <br />S <br /> <br />S <br />T <br />. <br /> <br />A <br />N <br />D <br /> <br />2 <br />1 <br />2 <br />1 <br /> <br />N <br />. <br /> <br />L <br />E <br />W <br />I <br />S <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br /> <br />C <br />A <br /> <br />92 <br />7 <br />0 <br />6 <br />- <br />2 <br />2 <br />3 <br />6 <br /> 1/4" = 1'-0" <br />SCALE <br />FOUNDATION PLAN <br /> 1/4" = 1'-0" <br />S <br />LEGEND: <br />PROPOSED WALL FOOTING <br />PROPOSED NON-BEARING WALL <br />PROPOSED SHEARWALL PER SHEAR <br />WALL SCHEDULE ON SHEET 3.0 <br />PROPOSED SIMPSON WSWH PER <br />SHEAR WALL SCHEDULE ON SHEETS <br />3.3 AND 3.4SS 02-S1.1 <br />SPECIFICATIONS : <br />HEADER, JOISTS, AND RAFTER DF#1 <br />STUDS DF#2 <br />CONCRETE 2,500 PSI <br />STEEL 60,000 PSI <br />SILL PLATE PRESSURE TREATED <br />SCALE 3/4" = 1'-0" <br />CALIFORNIA ROOF3 <br />NOT TO SCALE <br />SHEAR TRANSFER (INTERIOR WALL)4