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B <br />C <br />D <br />E <br />H <br />1 2 3 4 5 7 8 <br />A <br />1 4 7 8 <br />H <br />G <br />B <br />A <br />F <br />B <br />C <br />D <br />F <br />H <br />1 7 86 <br />1 7 86 <br />H <br />B B <br />C <br />D <br />E <br />H <br />1 2 3 4 5 7 8 <br />A <br />1 4 7 8 <br />H <br />G <br />B <br />A <br />F <br />1 2 3 4 5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />LANDING <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />15 <br />16 <br />17 <br />14 <br />LANDING <br />LANDING <br />FRAMING NOTES:FOUNDATION NOTES: <br />Sheet <br />03/03/25Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <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 />DATESUBMITTAL <br />12/30/2024PLAN CHECK SUBMITTAL <br />03/03/2025PC SUBMITTAL #2 <br />04/28/2025PC SUBMITTAL #3 <br />PC #3 <br />LEGENDS <br />SCALE: 1/4"=1'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" <br />2ND FLOOR FRAMING PLAN <br /># <br />L=#'-#" <br />FRAMING LEGEND <br />1ST FLOOR PLAN BELOW 2ND FLOOR PLAN BELOW <br />B <br />C <br />D <br />F <br />H <br />1 7 86 <br />1 7 86 <br />H <br />B <br />1 2 3 4 5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />LANDING <br />F. <br />J <br />. <br />- <br />1 <br /> F <br />. <br />J <br />. <br />- <br />1 <br />HDR. <br />HDR. <br />HDR. <br />[H <br />D <br />R <br />. <br />- <br />2 <br />] <br /> <br />HDR. <br />HDR. <br />HDR. <br /> F <br />. <br />J <br />. <br />- <br />1 <br />4x8 <br /> R.R.-1R.R.-1 <br />4 <br />S3.0 <br />1 <br />L=6'-1" <br />10 <br />S3.0 <br />10 <br />S3.0 <br />2 <br />S3.0 <br />2 <br />S3.0 <br />1 <br />S3.0 <br />1 <br />S3.0 <br />1 <br />L=13'-8" <br />BM-2 <br />BM-2 <br /> F <br />. <br />J <br />. <br />- <br />1 <br />1 <br />L=18'-6" <br />1 <br />L=4'-4" <br />1 <br />L=13'-8" <br />1 <br />L=18'-6" <br />1 <br />L=4'-4" <br />6x <br />8 <br />21 <br />S2.1 <br />HD <br />R <br />. <br />18 <br />S2.1 <br />1 <br />L= <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />1 <br />L= <br />5 <br />' <br />- <br />0 <br />" <br />R. <br />B <br />M <br />. <br />- <br />1 <br />4x <br />8 <br />4x <br />8 <br />4x8 <br />1 <br />S2.09 <br />S2.0 <br />9 <br />S2.0 <br />9 <br />S2.0 <br />13 <br />S2.1 <br />13 <br />S2.1 <br />13 <br />S2.1 5 <br />S2.0 <br />5 <br />S2.0 <br />6 <br />S2.0 <br />22 <br />S2.1 <br />23 <br />S2.1 <br />12 <br />S3.0 <br />10 <br />S3.0 <br />7 <br />S3.0 <br />6 <br />S3.0 <br />1 <br />L=17'-8" <br />LO <br />W <br /> <br />R <br />O <br />O <br />F <br />R. <br />R <br />. <br />- <br />1 <br />4x8 <br />3x LEDGER <br />6x <br />8 <br />4x8 <br />HD <br />R <br />. <br />HD <br />R <br />. <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />1 <br />L= <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />1 <br />L= <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />HDR. <br />9 <br />S3.0 <br />9 <br />S3.0 <br />6 <br />S3.0 <br />6 <br />S3.0 <br />6 <br />S3.0 <br />4 <br />S2.0 <br />6 <br />S2.0 <br />12 <br />S2.0 <br />20 <br />S2.1 <br />21 <br />S2.1 <br />6 <br />S3.0 <br />6 <br />S3.0 <br />11 <br />S3.08 <br />S3.0 <br />5 <br />S3.0 <br />3 <br />S3.0 <br />3 <br />S3.0 <br />5 <br />S3.0 <br />11 <br />S3.0 <br />11 <br />S3.0 15 <br />S2.1 <br />1 <br />L=4'-4" <br />1 <br />L=4'-4" <br />23'-0" <br />21 <br />' <br />- <br />9 <br />" <br />23'-0" <br />23'-0" <br />21 <br />' <br />- <br />9 <br />" <br />23'-0" <br />23'-0" <br />21 <br />' <br />- <br />9 <br />" <br />23'-0" <br />16'-6"3'-0"3'-6" <br />5 <br />S3.0 <br />5 <br />S3.0 <br />6 <br />S2.0 <br />12 <br />' <br />- <br />4 <br />" <br />4' <br />- <br />7 <br />" <br />7' <br />- <br />6 <br />" <br />S1.0 <br />1.PROVIDE SINGLE TRIMMER EACH END OF 4X6 OR LESS HEADER OR <br />BEAM & WOOD POST EACH OF 4X8 OR GREATER HEADERS OR <br />BEAM, TYPICAL UNLESS NOTED OTHERWISE. <br />2.ALL EXTERIOR WALL SHALL BE 2X4 MIN. STUDS @ 16" O.C., UNLESS NOTES <br />OTHERWISE. <br />3.FOR TYPICAL STUD WALL FRAMING SEE DETAIL 10/S0.2. <br />4.PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS, RAFTERS OR <br />TRUSSES. <br />5.PROVIDE BOUNDARY NAILING ALONG ALL DRAG MEMBERS, UNLESS <br />NOTED OTHERWISE. <br />6.SEE ARCHITECTURAL PLAN FOR ALL DIMENSIONS AND CONDITIONS <br />NOT SHOWN. <br />7.ROOFING MATERIAL SHALL NOT EXCEED 8.0 PSF. <br />8.FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RESISTRDANT-TREATED <br />WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS <br />STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR <br />ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. <br />FASTENERS OTHER THAN NAILS, TIMBER RIVETS WOOD SCREWS AND LAG <br />SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC <br />COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, <br />CLASS 55 MINIMUM. <br />9.GABLE END WALLS SHALL BE BALLOON FRAMED TO ROOF DIAPHRAGM. <br />ROOF SHEATHING NOTE <br />1.THE TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD <br />(P.I. 24-16) WITH 10d COMMON NAILS @ 6"O.C. BOUNDARIES AND CONT. <br />PANEL EDGES, 6"O.C. OTHER PANEL EDGES, AND 12"O.C. FIELD NAILING. <br />2.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE <br />GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS WITH <br />SHEETS STAGGERED. <br />1.SEE FOUNDATION NOTES ON SHEET S0.0 FOR DESIGN SOIL BEARING <br />PRESSURE, ETC.. <br />2.SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND CONDITIONS NOT <br />SHOWN. <br />3.ALL HOLDOWNS AND ANCHOR BOLTS AT SHALL BE SET IN PLACE BY <br />TEMPLATE PRIOR TO FOUNDATION INSPECTION. <br />4.WOOD PATIO COVER COLUMN BASES SHALL BE A MINIMUM OF 1 INCH <br />STAND-OFF OF FINISH SURFACE FOR MOISTURE PROTECTION. <br />5.ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE <br />(2022 CBC). <br />6.ALL HOLDOWN BOLTS SHALL BE RE-TIGHTENED JUST PRIOR TO <br />COVERING THE WALL FRAMING. <br />7.ALL CONNECTORS AND / OR FASTENERS IN CONTACT WITH PRESSURE <br />TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED (ASTM 123 & <br />153) G85 MINIMUM AND FOR MECHANICAL GALVANIZING (ASTM B695) <br />MARK WIDTH THICKNESS REINFORCEMENT DEPTH <br />NOTE: <br />1. ALL CONCRETE TO BE Fc=3000PSI, MIN. <br />2. BOTT. OF FTG'S. TO BE 24", MIN. BELOW LOWEST ADJACENT GRADE <br />SILL PLATE NOTE: ALL <br />FASTENERS IN CONTACT W/ <br />PRESSURE TREATED SILL SHALL <br />BE GALVANIZED (ANCHOR BOLTS, <br />NAILS, ETC.) <br />TYPICAL CONCRETE SLAB ON GRADE SHALL <br />BE 4" THICK WITH #4 @ 16" O.C. EA. WAY MID <br />HT. OVER 2" SAND OVER AN 10 MIL. VISQUEEN <br />VAPOR BARRIER OVER 4" OF SAND, OVER <br />COMPACTED GRADE. SEE 32/S0.3 <br />CONTINUOUS FOOTING SCHEDULE <br />MARK WIDTH DEPTH REINFORCEMENT TIES <br />NOTE: <br />1. BOTTOM OF ALL FOOTINGS SHALL EXTEND 27", MIN. INTO <br /> FIRM CERTIFIED FILL OR BEDROCK. <br />2. ALL CONCRETE TO BE Fc=3000 PSI, MIN. <br />PAD FOOTING SCHEDULE <br />NEW EXTERIOR WALL 2 X 6 MINIMUM STUDS @ 16" O.C. <br />( INTERIOR WALL SHALL BE 2X4 @ 16" O.C.) <br />SHEAR WALL NOTATION PER SHEAR <br />WALL SCHEDULE AT SHEET S0.1 DETAIL 1 <br />(SHEAR PANEL SCHEDULE) <br />INDICATES NEW CONTINUOUS FOOTING, PER <br />'CONTINUOUS FOOTING SCHEDULE' <br />F-1.5 18" SQ.24"(3)-#5 BARS EA. WAY, <br />TOP & BOTT.24" <br />FOUNDATION, 2ND <br />FLOOR, AND ROOF <br />FRAMING PLAN <br />FLOOR SHEATHING NOTE (PATCHING / REPAIR AS REQUIRED) <br />1.THE TYPICAL FLOOR SHEATHING SHALL BE 3/4" T&G APA RATED <br />PLYWOOD (P.I. 24-16) WITH 10d COMMON NAILS @ 6"O.C. BOUNDARIES <br />AND CONT. PANEL EDGES, 6"O.C. OTHER PANEL EDGES, AND 12"O.C. <br />FIELD NAILING <br />2.FLOOR DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE <br />GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS WITH <br />SHEETS STAGGERED. <br />INDICATES (E) WALL <br />FLOOR AND ROOF JOISTS (SEE FRAMING LEGENDS) <br />BEAM OR HEADER (FOR HEADER SEE FRAMING LEGENDS) <br />R.BM.-1 5.25x11.875 PSL <br />R.R.-1 2x6 @ 16" O.C. <br />HDR.6x6 DFL. No. 1 PER <br />CRC TABLE R802.4 <br />F.J.-1 2x8 @ 16" O.C. <br />CEILING JOISTS (SEE FRAMING LEGENDS) <br />1'-0"24" MIN.(2) #5 BARS @ <br />TOP AND BOTTOMCF1.0 NONE <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />6x6 <br />HDU8 <br />TYP. AT 'HDU' <br />TO (E) FTGS <br />4x4 <br />MST <br />4 <br />8 <br />4X4 <br />HDU2 <br />6x6HDU <br />8 <br />4x4 <br />(E) CONT. FTG., TO <br />REMAIN, TYP. <br />(E) 12" WIDE CONT. <br />FTG., TO REMAIN, <br />TYP. <br />(E) CONT. FTG., TO <br />REMAIN, TYP. <br />6x6 <br />HDU8 <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />4x4 <br />6x6 <br />HDU <br />8 <br />4X4 <br />HDU2 <br />4X4 <br />HDU2 <br />4x4 4x4 <br />PROVIDE 2x14 <br />STRINGERS @ 16" O.C., <br />MAX SPAC'G. SEE <br />TYP. @ STAIR <br />F-1.5 <br />4x4 <br />MST <br />4 <br />8 <br />4x4MST <br />4 <br />8 <br />4x4 <br />4x4 <br />ECC <br />Q <br />4x4 <br />ECC <br />Q <br />4x4 <br />MST <br />4 <br />8 <br />4x4MST <br />4 <br />8 <br />4x4MST <br />4 <br />8 <br />(E) CONC. SLAB ON GRADE, TO <br />REMAIN. PROVIDE REDGARD <br />VAPOR RETARDER ESR- 1413 <br />CF1.0 <br />BM-2 5.25X11.875 PSL <br />TYP. AT 'HDU' <br />TO (N) FTGS <br />TYP. AT (N) FTG TO (E) <br />FTG. <br />TYP. @ MST <br />[HDR.-2] <br />OPEN <br />4x4MST <br />4 <br />8 <br />4x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />. <br />4x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />. <br />4x44x44x44x44x44x44x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />.4x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />. <br />4x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />.4x4 <br /> <br />P <br />O <br />S <br />T <br />ABV <br />. <br />TYP. AT (N) <br />FTG TO (E) <br />FTG. <br />4x44x4 <br />4x4 <br />4x4 <br />4x44x4 <br />MST <br />4 <br />8 <br />4x4 <br />4x44x4 <br />6x6HDU <br />8 <br />6x6 <br />HDU <br />8 <br />6x6HDU <br />8 <br />6x6 <br />HDU8 <br />5.25x11.875 PSL <br />(E) 12" WIDE CONT. FTG., <br />TO REMAIN, TYP. <br />CF1.0 <br />AT STAIR LANDING AND <br />WALL CONNECTION BELOW <br />SIM. <br />4X4 w/ <br />MST36 <br />@ HDR <br />TO COL. <br />@ BM. TO DBL <br />STUD. W/ MSTA36 <br />SIM. <br />TYP. @ POST TO <br />BM <br />"HU <br />" <br />HAN <br />G <br />E <br />R <br />4x44x4 <br />CF1.0 <br />SIM. <br />SIM. <br />SIM. <br />3 <br /> <br />3 <br /> <br />DATESUBMITTAL <br />12/30/2024PLAN CHECK SUBMITTAL <br />03/03/2025PC SUBMITTAL #2 <br />04/28/2025PC SUBMITTAL #3 <br />UN <br />I <br />T <br />3 <br /> <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1 <br />3 <br />