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NOTE: <br />PLEASE REFER TO TYPICAL DETAILS <br />AND NOTES ON SHEET S-2 & S-N <br />(E)DENOTE EXISTING <br />INDICATES REINFORCED CONCRETE SLAB PER PLAN <br />ID.WIDTH LENGTH REINFORCING <br />EXISTING CONTINUOUS EXISTING <br />CONTINUOUS FOOTING SCHEDULE <br />RF-1 <br />DEPTH <br />EXISTING RAISED FOUNDATION <br />7 FOUNDATION PLAN LEGEND <br />INDICATES 4" NON-REINFORCED CONCRETE SLAB <br />EXISTING CONTINUOUS RAISED FOUNDATION <br />8 FRAMING PLAN LEGEND <br />1.-ALL STUDS SHALL BE 2x4 @ 16" O.C. UNLESS OTHERWISE NOTED <br />ON PLANS. <br />2.- <br />3.-NAILING SCHEDULE SEE <br />4.-SHEAR WALL SCHEDULE SEE <br />#INDICATES SHEAR PANEL LENGTH <br />INDICATES MST DRAG STRAP PER PLAN <br />S-N <br />1 <br />S-N <br />2 <br />#INDICATES SHEAR PANEL TYPE <br />ID.SIZE MATERIAL TYPE <br />FRAMING - BEAM NOTES <br />NOTES <br />ID.SIZE MATERIAL TYPE <br />FRAMING - HEADER NOTES <br />HDR-1 DFL #2 ABOVE NEW DOOR/WINDOW ENTRY4X4 <br />NOTES <br />FJ-1 EXISTING EXISTING EXISTING FLOOR JOIST DO NOT REMOVE <br />S-2 <br />9 <br />CJ-1 <br />ID.SIZE MATERIAL TYPE <br />FRAMING - COLUMN NOTES <br />COL-1 DFL #2 POST WHERE INDICATED4X4 <br />NOTES <br />7 FOUNDATION PLAN <br />(E) HALLWAY <br />(E) BEDROOM 4 <br />(E) BEDROOM 3 <br />(N) FAMILY ROOM <br />(N) 1/2 BATHROOM <br />(N <br />) <br /> <br />B <br />A <br />T <br />H <br />R <br />O <br />O <br />M <br /> <br />2 <br />8 FRAMING PLAN <br />8 ROOF FRAMING PLAN <br />8 TRUSS SYSTEM <br />ROOF FRAMING PLAN <br />(E) HALLWAY <br />(E) BEDROOM 4 <br />(E) BEDROOM 3 <br />(N) FAMILY ROOM <br />(N) 1/2 BATHROOM <br />(N <br />) <br /> <br />B <br />A <br />T <br />H <br />R <br />O <br />O <br />M <br /> <br />2 <br />(N)DENOTE NEW <br />NEW CONTINUOUS FOUNDATION - SLAB ON GRADE <br />( <br />F <br />J <br />- <br />1 <br /> <br />) <br />VAL <br />L <br />E <br />Y <br />(E <br />) <br /> <br />B <br />E <br />D <br />R <br />O <br />O <br />M <br /> <br />1 <br />(N) HALLWAY <br />(E) BEDROOM 4 <br />(E) BEDROOM 3 <br />(N) FAMILY ROOM <br />(N) 1/2 BATHROOM <br />LINE <br />N <br />(N <br />) <br /> <br />B <br />A <br />T <br />H <br />R <br />O <br />O <br />M <br /> <br />2 <br />(E <br />) <br /> <br />B <br />E <br />D <br />R <br />O <br />O <br />M <br /> <br />2 <br />ATT <br />I <br />C <br />ACC <br />E <br />S <br />S <br />24" <br />x <br />3 <br />6 <br />" <br />RIDGE <br />( E <br /> <br />) <br /> <br />H <br />I <br />P <br />( E <br /> <br />) <br /> <br />H <br />I <br />P <br />ATT <br />I <br />C <br />ACC <br />E <br />S <br />S <br />24"x <br />3 <br />6 <br />" <br />S-2 <br />5 <br />CF-1 <br />CF-1 <br />CF-1 <br />CF-1 RF-1 <br />RF-1 <br />RF-1 <br />S-2 <br />10 <br />S-2 <br />10 <br />S-2 <br />10 <br />S-2 <br />10 <br />12"CONTINUOUS 24"CF-1 2-#4 TOP & BOTTOM <br />(E)DENOTE EXISTING <br />ROOF OUTLINE (OVERHANG INCLUDED) <br />(N) 2x4 STUD WALL @ 16" O.C. <br />(N)DENOTE NEW <br />(E) 2x4 STUD WALL @ 16" O.C. <br />S-2 <br />5 <br />S-2 <br />5 <br />S-2 <br />5 <br />S-2 <br />11 <br />S-2 <br />11 <br />S-2 <br />11 <br />S-2 <br />9 <br />S-2 <br />9 <br />S-2 <br />9 <br />(N)2-#4 TOP & <br />BOTTOM DOWELS <br />W/ EPOXYS-2 <br />7 <br />(N)2-#4 <br />TOP & BOTTOM <br />DOWELS W/ EPOXYS-2 <br />7 <br />S-2 <br />12 <br />S-2 <br />12 <br />S-2 <br />6 <br />( <br />C <br />J <br />- <br />1 <br /> <br />) <br />EXISTING EXISTING EXISTING CEILING JOIST DO NOT REMOVE <br />A B <br />1 <br />2 <br />A B <br />1 <br />2 <br />S-2 <br />4 <br />S-2 <br />3 ( COL-1 ) <br />W/ HDU2 <br />S-2 <br />4 <br />S-2 <br />3 ( COL-1 ) <br />W/ HDU2 <br />S-2 <br />4 <br />S-2 <br />3 ( COL-1 ) <br />W/ HDU2 <br />S-2 <br />4 <br />S-2 <br />3 ( COL-1 ) <br />W/ HDU2 <br />S-2 <br />8 <br />S-2 <br />3( COL-1 ) <br />W/ HDU5 <br />S-2 <br />8 <br />S-2 <br />3( COL-1 ) <br />W/ HDU5 <br />NOTE: <br />CONTRACTOR TO VERIFY EXISTING <br />SHEARWALL WHERE INDICATED. IF <br />NO SHEARWALL FOUND, INSTALL <br />SHEARWALL TYPE "A" WHERE <br />INDICATED THROUGHOUT <br />(GRID LINE B) EXISTING WALL <br />RR-1 EXISTING EXISTING EXISTING CEILING JOIST DO NOT REMOVE <br />(N <br />) <br /> <br />2 <br />X <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />PE <br />R <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />P <br />L <br />A <br />N <br />S <br />(N <br />) <br /> <br />2 <br />X <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />PE <br />R <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />P <br />L <br />A <br />N <br />S <br />S-N <br />18 <br />S-2 <br />16 <br />S-2 <br />15 <br />S-2 <br />15 <br />S-2 <br />16 <br />S-2 <br />15 <br /> L=6'-0" <br />B <br /> L=6'-0"A <br />A <br /> L=6'-0" <br />A L=4 <br />' <br />- <br />0 <br />" <br /> L=11'-0"A <br /> L=4'-0"A <br />( <br />H <br />D <br />R <br />- <br />1 <br /> <br />) <br />( <br />H <br />D <br />R <br />- <br />2 <br /> <br />) <br />( HDR-1 ) <br />HDR-2 DFL #2 ABOVE NEW DOOR/WINDOW ENTRY4X6 <br />( <br />R <br />R <br />- <br />1 <br /> <br />) <br />( <br />R <br />R <br />- <br />1 <br /> <br />) <br />( <br />R <br />R <br />- <br />2 <br /> <br />) <br />( <br />R <br />R <br />- <br />2 <br /> <br />) <br />RR-2 2X8 DFL #2 ROOF RAFTERS FOR CALIFORNIA ROOF <br />@ 16" O.C. <br />S-2 <br />14 <br />S-2 <br />14 <br />S-2 <br />11 <br />S-2 <br />8 <br />S-2 <br />3( COL-1 ) <br />W/ HDU5 <br />RI <br />V <br />E <br />R <br />S <br />I <br />D <br />E <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />JO <br />S <br />E <br /> <br />A <br />. <br /> <br />V <br />E <br />G <br />A <br />AS <br />S <br />I <br />S <br />T <br />A <br />N <br />T <br /> <br />C <br />I <br />V <br />I <br />L <br /> <br />E <br />N <br />G <br />. <br />DATE <br />SCALE <br />SHEET NO. <br />SHEET TITLE <br />08/01/2024 <br />1/4" = 1' <br />S-1 <br />FOUNDATION PLAN, <br />FRAMING PLAN, <br />& <br />ROOF PLAN <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />12 <br />2 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />B <br />E <br />W <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />12 <br />2 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />B <br />E <br />W <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />NE <br />W <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />S <br />I <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />LA <br />W <br />R <br />E <br />N <br />C <br />E <br /> <br />V <br /> <br />R <br />E <br />Y <br />HOLD - 122 N <br />Bewley St9/24/2024