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3' <br />7' <br />3' <br />7' <br />H6 <br />H6 <br />H6 <br />H8 <br />H6 <br />(E) GARAGE DOOR HEADER TO REMAIN <br />H6 <br />H6 <br />H8 <br />7'4'4'7'4'7'-2 1/2" <br />11'22'-2 1/2" <br />33'-2 1/2" <br />9'-1 1/4"4'9'-1 1/4"3'-6"4'3'-6" <br />5' <br />1' <br />- <br />6 <br />" <br />6' <br />4' <br />3' <br />6' <br />- <br />6 <br />" <br />13 <br />' <br />2' <br />- <br />6 <br />" <br />22 <br />' <br />9' <br />4' <br />9' <br />22 <br />' <br />22'-2 1/2"11' <br />5' <br />4' <br />4' <br />4' <br />5' <br />Wall under header to be filled <br />in with non-structural 2x4 wall.24" PANEL24" PANEL <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL 24" PANEL24" PANEL <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WF2X4WF2X4 <br />WF2X6WF2X6 <br />WF2X4WF2X4 <br />WF2X4WF2X4 <br />WF2X4WF2X4 <br />WF2X4WF2X4 <br />WF2X4WF2X4 <br />WF2X6WF2X6 <br />WF2X6WF2X6 <br />(E) WF2X4(E) WF2X4 <br />(E) WF2X4(E) WF2X4(E) WF2X4(E) WF2X4 <br />(E) WF2X4(E) WF2X4 <br />1 <br />S3 <br />1 <br />S3 <br />WSP (C) <br />4' <br />WSP (C) <br />4'24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />24" PANEL24" PANEL <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />WSP (C) <br />4' <br />11'4'-10 1/2"16' <br />1'-4" <br />33'-2 1/2" <br />22 <br />' <br />22'-2 1/2"11' <br />33'-2 1/2" <br />6' <br />- <br />6 <br />" <br />13 <br />' <br />2' <br />- <br />6 <br />" <br />22 <br />' <br />(E) FOOTING(E) FOOTING(E) FOOTING(E) FOOTING (E) FOOTING(E) FOOTING(E) FOOTING(E) FOOTING <br />(E) FOOTING(E) FOOTING(E) FOOTING(E) FOOTING(E) FOOTING(E) FOOTING <br />5 <br />S2 <br />5 <br />S2 <br />4 <br />S2 <br />4 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />1 <br />S2 <br />(E) 4" SLAB-ON-GRADE <br />TO REMAIN. <br />PROVIDE REDGARD <br />WATERPROOFING AND CRACK <br />PREVENTION MEMBRANE. <br />ICC ESR #1413. <br />5 <br />S2 <br />5 <br />S2 <br />5 <br />S2 <br />5 <br />S2 <br />6 <br />S2 <br />6 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />2 <br />S2 <br />3 <br />S2 <br />3 <br />S2 <br />30X22 <br />ATTIC <br />ACCESS <br />30X22 <br />ATTIC <br />ACCESS <br />H6 <br />H6 <br />H6 <br />H8 <br />H6 <br />(E) GARAGE DOOR HEADER TO REMAIN <br />H6 <br />H6 <br />H8 <br />11'22'-2 3/8" <br />33'-2 3/8" <br />22'-2 3/8"11' <br />33'-2 3/8" <br />6' <br />- <br />6 <br />" <br />13 <br />' <br />2' <br />- <br />6 <br />" <br />22 <br />' <br />22 <br />' <br />(N) 2x10 @ 12" O.C. CEILING JOIST <br />(N) 2x8 @ 24" O.C. CEILING JOIST <br />2 <br />S3 <br />2 <br />S3 <br />2 <br />S3 <br />2 <br />S3 <br />11'24'-10 3/8" <br />35'-10 3/8" <br />24'-10 3/8"11' <br />35'-10 3/8" <br />6' <br />- <br />6 <br />" <br />7' <br />- <br />1 <br />0 <br />" <br />7' <br />- <br />1 <br />0 <br />" <br />2' <br />- <br />6 <br />" <br />24 <br />' <br />- <br />8 <br />" <br />24 <br />' <br />- <br />8 <br />" <br />3 <br />S3 <br />3 <br />S3 <br />(E) 2x6 @ 24" O.C. ROOF RAFTER <br />NO CHANGE <br />(E) 2x6 @ 24" O.C. ROOF RAFTER <br />NO CHANGE <br />(N) 2x6 @ 24" O.C. ROOF RAFTER <br />(N) 2x6 @ 24" O.C. ROOF RAFTER <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br /> <br />D <br />A <br />T <br />E <br /> <br />R <br />E <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SHEET: <br />SCALE: <br />DATE: <br />09/22/2023 <br />Charlie Melvin <br />1446 Armacost Ave #202 <br />Los Angeles, CA 90025 <br />(213) 423-0470 <br />S1 <br />FR <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S <br />2318 MAPLE ST, SANTA ANA, CA 92707 <br />UN <br />I <br />T <br /> <br /># <br />2 <br />, <br /> <br />2 <br />3 <br />1 <br />8 <br /> <br />M <br />A <br />P <br />L <br />E <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 />7 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <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 />: <br />PA <br />G <br />E <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />GA <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 />W <br />/ <br /> <br />N <br />E <br />W <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br /> <br />6 <br />3 <br />1 <br />. <br />4 <br />0 <br /> <br />S <br />Q <br /> <br />F <br />T <br /> <br />A <br />D <br />U <br />WALL FRAMING PLAN <br />1/4" = 1' - 0" <br />11 <br />FOUNDATION PLAN <br />1/4" = 1' - 0" <br />22 <br />S1 WALL FRAMING KEYNOTES <br />Key Value Keynote Text <br />H4 WALL FRAMING - HEADER MIN. 4x4. <br />H6 WALL FRAMING - HEADER MIN. 4x6. <br />H8 WALL FRAMING - HEADER MIN. 4x8. <br />H10 WALL FRAMING - HEADER MIN. 4x10. <br />WF2x4 WALL FRAMING - 2x4 @ 16" O.C. <br />S1 HOLD DOWN KEYNOTES <br />Key Value Keynote Text <br />AB HOLD DOWNS - ANCHOR BOLTS 5/8x10 W/ 3x3x1/4 PLATE WASHERS <br />W/ 7" MIN. EMBEDMENT, AT 6'-0" MAX. SPACING AND WITHIN <br />4 1/2"=12" OF PLATE ENDS AND SPLICES. <br />AB.E HOLD DOWNS - VERIFY AND ADD MISSING ANCHOR BOLTS <br />IN EXISTING SILL PLATE. ANCHOR BOLTS 5/8x10 WITH <br />3x3x1/4 PLATE WASHERS, TO BE INSTALLED 4 1/2"-12" <br />FROM ANY END OR SPLICES AND MAX 4' IN-BETWEEN. <br />CONCRETE HOLE MIN. 11/16", MIN. 7" EMBEDMENT, <br />MOUNTED IN ANCHORING EPOXY ACCORDING TO <br />MANUFACTURER'S RECOMMENDATIONS. <br />HDU2 HOLD DOWNS - ALTERNATE BRACED WALL(ABW) HOLD DOWNS, AT <br />PANEL EDGES, FOR FIRST STORY OF A 2-STORY BUILDING, <br />SIMPSON STRONG TIE HDU2 OR EQUIVALENT, SHALL MEET MIN. <br />3000 LB UPLIFT CAPACITY. SEE HOLD DOWN DETAILS FOR <br />FASTENING AND FRAMING THICKNESS. <br />S1 BRACED WALL KEYNOTES <br />Key Value Keynote Text <br />WSP (c) WALL LINES DESIGNATED WITH THIS SYMBOL ARE TO BE WOOD <br />STRUCTURAL PANEL - 15/32-IN. MINIMUM THICKNESS WOOD <br />STRUCTURAL PANEL WITH 8D COMMON (2-1/2-IN X 0.131-IN.) NAILS <br />AT 6-IN. SPACING ALONG PANEL EDGES, 12-IN. SPACING AT <br />INTERMEDIATE SUPPORTS, AND 3/8-IN. DISTANCE TO PANEL EDGE. <br />½-IN. MINIMUM THICKNESS GYPSUM WALL BOARD SHALL BE <br />INSTALLED ON THE SIDE OF THE WALL OPPOSITE THE BRACING <br />MATERIAL, EXCEPT WHEN THE MINIMUM TOTAL LENGTH OF BRACED <br />WALL PANEL IN THE TABLE IS MULTIPLIED BY A FACTOR OF 1.5. <br />WSP (c) ARE MINIMUM 48" IN LENGTH AND MAXIMUM 10' AWAY FROM <br />CORNER OF THE STRUCTURE WITH ADDITION OF 24" PANEL AT <br />EACH CORNER OF THE STRUCTURE. <br />WSP WALL LINES DESIGNATED WITH THIS SYMBOL ARE TO BE WOOD <br />STRUCTURAL PANEL ALMOST IDENTICAL WITH THE WSP (c) BUT W/ <br />THE ADDITION OF 1800 LBF HOLD-DOWN DEVICES AT THE ENDS OF <br />EACH BRACED WALL PANEL. WSP ARE MINIMUM 48" IN LENGTH AND <br />MAXIMUM 10' AWAY FROM CORNER OF THE STRUCTURE. <br />S1 FOUNDATION KEYNOTES <br />Key Value <br />F.S (EXT.) FOUNDATION - CONCRETE CAST-IN-PLACE SLAB ON GRADE 4": <br />DEPTH OF EXTERIOR FOOTING SHALL BE 24" BELOW THE NATURAL <br />AND FINISHED GRADES: SHALL BE REINFORCED WITH 4 - 1/2" DIAM. <br />BARS. TWO BARS SHALL BE PLACED 4" FROM THE BOTTOM OF THE <br />FOOTING & TWO BARS WITHIN 4" FROM THE TOP OF THE FOOTING. <br />F.S (INT.) FOUNDATION - CONCRETE CAST-IN-PLACE SLAB ON GRADE 4": <br />DEPTH OF INTERIOR FOOTING SHALL BE 18" BELOW THE NATURAL <br />AND FINISHED GRADES: SHALL BE REINFORCED WITH 4 - 1/2" DIAM. <br />BARS. TWO BARS SHALL BE PLACED 4" FROM THE BOTTOM OF THE <br />FOOTING & TWO BARS WITHIN 4" FROM THE TOP OF THE FOOTING. <br />C2x10 2x10 CEILING JOIST @ 24" O.C. <br />R2x6 ROOF FRAMING - 2x6 HIP/VALLEY RAFTER. @ 24" O.C. <br />RB2x6 ROOF FRAMING - 2x6 RIDGE BOARD. <br />RF ROOF FRAMING - 2x6 RAFTERS @ 24" O.C. 5"-12" ROOF SLOPE. <br />FRAMING CLIP AT EACH RAFTER TO THE TOP PLATE. FRAMING <br />CLIPS SHALL BE 18 GAGE STEEL WITH 4 8d NAILS PER LEG. <br />FRAMING CLIPS SHALL BE ICC APPROVED AND INSTALLED PER <br />MANUFACTURER'S RECOMMENDATIONS. 2x6 RAFTER TIES @ 16" <br />O.C.. FASTENED WITH MIN 3 16d NAILS. SIMPSON STRONG- TIE <br />LAST 20 GA. RIDGE STRAP AT EACH RAFTER FASTENED WITH <br />4 - 10d(3"x0.128") BOX NAILS. <br />S1 ROOF FRAMING KEYNOTES <br />Key Value Keynote Text <br />CEILING FRAMING PLAN <br />1/4" = 1' - 0" <br />33 <br />ROOF FRAMING PLAN <br />1/4" = 1' - 0" <br />44 <br />Charlie Melvin <br />Owner - Cali ADU <br />06/04/2024 <br />2318 S Maple St Unit# 2 - <br />10111816410/15/2024