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19'-2" <br />32 <br />' <br />- <br />1 <br />" <br />SLOPE <br />SLOPE <br />4X4KP <br />4X4POS <br />T <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />2X8 @ 16'' <br />O.C. C.J. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. C.J. <br />2X8 @ 16'' <br />O.C. C.J. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. RR <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />R <br />. <br />R <br />. <br />2X8 @ 16'' <br />O.C. R.R. <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />3.5X11.875 PSL E2.0 <br />2-2X <br />1 <br />2 <br /> <br />H <br />I <br />P <br />2-2X <br />1 <br />2 <br /> <br />H <br />I <br />P <br />2X <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />4X4 <br />KP <br />4X4 <br />KP <br />2X <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />2X <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br />O. <br />C <br />. <br /> <br />R <br />R <br />4X4 <br />KP <br />2X8 @ 16'' <br />O.C. R.R. <br />2X <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />2X8 @ 16'' <br />O.C. C.J. <br />2X8 @ 16'' <br />O.C. R.R. <br />2X8 @ 16'' <br />O.C. R.R. <br />4X4 <br />POS <br />T <br />2X8 @ 16'' <br />O.C. R.R. <br />15/32'' OSB W/ 8D <br />SPACED @ 6''-6''-12'' <br />15/32'' OSB <br />W/ 8D SPACED <br /> @ 6''-6''-12'' <br />15/32'' OSB W/ 8D <br />SPACED @ 6''-6''-12'' <br />5.25x11.875 PSL E2.0 <br />2-2X <br />1 <br />2 <br /> <br />H <br />I <br />P <br />4X4KP <br />LINE OF EXISTING ROOF <br />AT GARAGE VIF IN PLACE <br />2X1 <br />2 <br /> <br />H <br />I <br />P <br />2-2X <br />1 <br />2 <br /> <br /> <br />H <br />I <br />P <br />(E <br />) <br /> <br /> <br />R <br />. <br />R <br />. <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E <br />) <br /> <br /> <br />C <br />. <br />J <br />. <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E <br />) <br /> <br /> <br />R <br />. <br />R <br />. <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />EXISTING <br />MAIN HOUSE <br />(NOT IN CONTRACT) <br />3 <br />3.2 <br />4 <br />3.2 <br />16 <br />3.2 <br />7 <br />3.2 <br />2X8 @ 16'' <br />O.C. C.J. <br />5.25x11.25 PSL E2.0 <br />5.25x11.875 PSL E2.0 <br />(E <br />) <br /> <br /> <br />C <br />. <br />J <br />. <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />16A <br />3.2 <br />TYP <br />TYP <br />3 <br />3.1 <br />9 <br />3.2 <br />8 <br />3.2 <br />4X4 <br />KP <br />3. <br />5 <br />x <br />7 <br /> <br />P <br />S <br />L <br /> <br />E <br />2 <br />. <br />0 <br />2X <br />8 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />2X <br />8 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />2X <br />8 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />TYP <br />5A <br />3.2 <br />NOTE: <br />ADD 2X4 COLLAR TIES AT EVERY OTHER RAFTER WHEN <br />2X4 COLLAR TIE <br />@ 32'' O.C. <br />5A <br />3.2 <br />A 4X6 KP ABOVE HEADER <br />5A <br />3.2 <br />ROOF RAFTERS PERPENDICULAR TOCEILING JOISTS. <br />4X4 POST FROM <br />FOOTING TO HIP W/ AC4. <br />4 <br />3.14X6POS <br />T <br />4X6POS <br />T <br />4X6POS <br />T <br />4X6POS <br />T <br />4X6POS <br />T <br />4X6POS <br />T <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />ABOVE <br />4X10 HDR <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />AB <br />O <br />V <br />E <br />4X <br />8 <br /> <br />H <br />D <br />R <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />#4 @24" O.C. SIMPSONS <br />EPOXY ANCHORED <br />DOWEL, 4" EMBEDMENT <br />TO EXISTING, TYP. <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />ABOVE <br />4X8 HDR <br />4'' THK. CONCRETE SLAB <br />W/ #4 REBARS @ 16'' <br />O.C.E.W.; OVER 4'' OF 1/2'' <br />CLEAN AGGREGATE OVER <br />90% RELATIVE COMPACTION. <br />L=4' <br />S <br />L=8' <br />S <br />L=4' <br />S <br />S <br />L= <br />1 <br />2 <br />' <br />SL= <br />4 <br />' <br />SL= <br />4 <br />' <br />SL= <br />4 <br />' <br />SL= <br />4 <br />' <br />SL= <br />4 <br />' <br />NON-LOAD BEARING, <br />NON-STRUCTURAL <br />WALL <br />4'' THK. CONCRETE SLAB <br />W/ #4 REBARS @ 16'' <br />O.C.E.W.; OVER 4'' OF 1/2'' <br />CLEAN AGGREGATE OVER <br />90% RELATIVE COMPACTION. <br />(E) SOG TO REMAIN (PROTECT IN <br />PLACE). APPLY REDGARD (ESR <br />1413) FOR MOISTURE BARRIER <br />PROVIDE HDU5 HOLDDOWN <br />@ B.S. FOR EVERY <br />SHEARWALL 6' OR LESS, <br />TYPICAL. <br />PROVIDE HD5B <br />HOLDDOWN <br />@ B.S. FOR EVERY <br />SHEARWALL 6' OR <br />LESS, TYPICAL. <br />(E) WALL <br />FOOTING <br />12''WIDE <br />X 24''DEEP <br />WALL FOOTING <br />12''WIDE X 24''DEEP <br />WALL FOOTING <br />(E) WALL <br />FOOTING <br />12''WIDE <br />X 24''DEEP <br />WALL FOOTING <br />12''WIDE <br />X 24''DEEP <br />WALL FOOTING <br />12''WIDE <br />X 24''DEEP <br />WALL FOOTING <br />18''WIDE X 24''DEEP <br />WALL FOOTING <br />4X6POS <br />T <br />4X4POS <br />T <br />4X4POS <br />T <br />4X4KP <br />18 <br />" <br />18 <br />" <br />L=8' <br />S <br />L=4' <br />S <br />4X6POS <br />T <br />PROVIDE HD5B <br />HOLDDOWN <br />@ B.S. FOR EVERY <br />SHEARWALL 6' OR <br />LESS, TYPICAL. <br />12''WIDE X 4''DEEP <br />WALL FOOTING <br />18''WIDE X 24''DEEP <br />WALL FOOTING <br />4X6POS <br />T <br />4X8 DS <br />S <br />L= <br />1 <br />2 <br />' <br />NON-LOAD <br />BEARING, <br />NON-STRUCTURAL WALL <br />NON-LOAD <br />BEARING, <br />NON-STRUCTURAL WALL <br />4X4KP <br />NON-LOAD <br />BEARING, <br />NON-STRUCTURAL WALL <br />LINE OF EXISTING <br />PAVEMENT AT GARAGE <br />VIF IN PLACE <br />(E) SOG TO REMAIN <br />(PROTECT IN PLACE). <br />APPLY REDGARD (ESR 1413) <br />FOR MOISTURE BARRIER <br />12''WIDE X 24''DEEP <br />WALL FOOTING <br />#4 @24" O.C. <br />SIMPSONS EPOXY <br />ANCHORED DOWEL, <br />4" EMBEDMENT <br />TO EXISTING, TYP. <br />(E) WALL FOOTING <br />(E) WALL FOOTING <br />(E) WALL <br />FOOTING <br />(E) WALL <br />FOOTING <br />EXISTING <br />MAIN HOUSE <br />(NOT IN CONTRACT) <br />1 <br />3.2 <br />10 <br />3.2 <br />15 <br />3.2 <br />S <br />L=4' <br />4X4POS <br />T <br />10 <br />3.2 <br />17 <br />3.2 <br />18 <br />3.2 <br />19 <br />3.2 typ <br />13 <br />3.2 <br />S <br />L=4' <br />4X6POS <br />T <br />4X6POS <br />T <br />24X24X24 PAD FOOTING <br />4X4 POST TO HIP W/ AC4 1A <br />3.2 <br />4 <br />3.1 <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 />SCALE3.1 <br />ROOF FRAMING PLAN <br />SCALE 1/4" = 1'-0" <br />2 <br />SCALE 1/4" = 1'-0"3.1 <br />FLOOR FRAMING PLAN1 <br />SCALE 1/4" = 1'-0" <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 />G <br />A <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />21 <br />2 <br />2 <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 />2 <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 />9 <br />2 <br />7 <br />0 <br />6 <br />- <br />2 <br />2 <br />3 <br />6 <br />SHEET TITLE <br />SHEET NUMBER <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 />S <br />LEGEND: <br />PROPOSED WALL FOOTING <br />PROPOSED NON-BEARING <br />WALL PROPOSED SHEARWALL <br />3.1 <br />BELOW <br />EXISTING ROOF <br />A35 @ EA. SIDE <br />2X DBL. BLOCKING W/ <br />2X FLAT W/3-16d <br />@EA. RAFTER <br />SIMPSON A35 @EA. <br />ROOF RAFTER <br />B.N TO BLK'G <br />15/32" STRUCT 1 PLYWOOD <br />(N)CALIFORNIA <br />FRAMING <br />A35 <br />16D @ 6" O.C. <br />SCALE3.1 <br />ROOF FRAMING PLAN <br />SCALE 1/4" = 1'-0" <br />3 <br />3" <br />WOOD POST <br />SEE PLAN. <br />HIP PER PLAN <br />SIMPSON "AC4" , <br />SAEE PLAN. <br />SCALE3.1 <br />POST-HIP <br />SCALE 1/4" = 1'-0" <br />4 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024