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HD <br />U <br />2 <br />B <br />8'-0" <br />HD <br />U <br />2 <br />5" THK. CONCRETE SLAB ON <br />GRADE W/ #4 @ 16" O.C. <br />EA.WAY @ MID DEPTH OVER <br />10 MIL VISQUEEN OVER 4" <br />BASE OF 1/2" OR LARGER <br />CLEAN AGGREGATE. <br />HD <br />U <br />2 <br />B <br />8'-0"HD <br />U <br />2 <br />HDU2 <br />B <br />8' <br />- <br />0 <br />" <br />HDU2 <br />HDU2 <br />B <br />8' <br />- <br />0 <br />" <br />HDU2 <br />1' <br />1' <br />1' <br />1' <br />14'-8" <br />SD1 <br />4 <br />SD1 <br />4 <br />SD1 <br />4 <br />SD1 <br />10 <br />SD1 <br />7 <br />TYP. <br />SD1 <br />15 <br />(E) SLAB <br />(E <br />) <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />SD1 <br />12 <br />TYP. <br />SD1 <br />13 <br />SD1 <br />13 <br />SD1 <br />15SD1 <br />15 <br />(E <br />) <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />(E) FOOTING(E) FOOTING(E) FOOTING <br />2X <br />6 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />2X <br />6 <br /> <br />R <br />. <br />R <br />. <br />@1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />2X <br />6 <br /> <br />R <br />. <br />R <br />. <br />@1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />4 <br />x <br /> <br />6 <br /> <br /> <br />H <br />D <br />R <br />4 <br />x <br /> <br />6 <br /> <br /> <br />H <br />D <br />R <br />4 <br />x <br /> <br />6 <br /> <br /> <br />H <br />D <br />R <br />4 <br />x <br /> <br />6 <br /> <br /> <br />H <br />D <br />R <br />4 <br />x <br /> <br />8 <br /> <br /> <br />H <br />D <br />R <br />4 x 6 HDR 4 x 6 HDR <br />2X <br />6 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />5 1/4" x 11 7/8" PSL CLG BM <br />1 <br />B <br />8'-0"4x <br />4 <br />4x <br />4 <br />ST22 CONT. DBL <br />TOP PLATE B <br />8'-0"4x <br />4 <br />4x <br />4 <br />B <br />8' <br />- <br />0 <br />" <br />4x4 <br />4x4 <br />4x4 <br />B <br />8' <br />- <br />0 <br />" <br />4x4 <br />SD1 <br />16 <br />SD1 <br />17 <br />SD1 <br />17 <br />SD1 <br />18 <br />SD2 <br />5 <br />2x PURLIN <br />2x PURLIN <br />SD2 <br />3 <br />SD2 <br />2 <br />2x8 RIDGE BOARD <br />SD2 <br />6 <br />3-2x4 <br />SD2 <br />7 <br />(E <br />) <br /> <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br /> <br />H <br />D <br />R <br />(E) HDR <br />R. <br />R <br />. <br /> <br />w <br />/ <br />E <br />. <br />N <br />. <br /> <br />L <br />= <br />6 <br />' <br />SD2 <br />8A <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR <br />MORE INFORMATION. <br />4. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. <br />5. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. <br />CONTACT FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW <br />AND APPROVAL. <br />3. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST <br />BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT <br />PLATES. <br />2. ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED <br />EQUIVALENT. <br />DENOTES SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X <br />SDX DENOTES DETAIL NUMBER DETAIL SHEET NUMBER <br />DENOTES CALIFORNIA FRAMING <br />X <br />X'-X" <br />7. CRC CH6 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: <br />8. BEARING STUD HEIGHTS: <br />DENOTES INDICATES ROOF RAFTERS/ F.J., SEE PLAN FOR SIZE & <br />SPACING. <br />X <br />6. USE 2X TRIMMER FOR HEADERS LESS THAN 6'-0" AND (2)2X FOR 6'-0" TO 10'-0" LONG <br />SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED <br />@ EACH END OF HEADER. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. <br />INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />9. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 1/SD1. <br />DENOTES BEARING WALLS, SEE PLAN. <br />DENOTES INDICATES CEILING JOISTS/ F.J., SEE PLAN FOR SIZE & <br />SPACING. <br />10. REFER TO DETAIL 5/SD1 FOR TYPICAL DIAPHRAGM SHEATHING LAYOUT AND NAILING <br />PATTERN. <br />11. PROVIDE 2X BLK'G @ CEILING JOIST NOT SUPPORTED LATERALLY BY JOIST. <br />DENOTES POST OR TRIMMER AS NOTES <br />REMOVE WALL <br />FRAMING NOTES <br />-2x4's @ 16" o.c. maximum 14'-0" height <br />-2x6's @ 16" o.c. maximum 20'-0" height <br />-2x4's @ 16" o.c. maximum 10'-0" height <br />-2x6's @ 16" o.c. maximum 16'-0" height <br />SYMBOL LEGEND <br />DENOTES BEAM NUMBER, REFER TO CALCULATIONS. <br />DENOTES FOOTING <br />DENOTES DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />DENOTES PADP2424 <br />NEW WALL <br />FOUNDATION NOTES <br />1. REFER TO S0 SHEETS FOR MORE INFORMATION. <br />4. CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 4500 PSI (U.N.O.) <br />3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY. <br />2. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY <br />TO ENG. OF RECORD FOR ALL DISCREPANCIES. <br />PAD SCHEDULE <br />NOTE: <br />1. SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR THE UTILITY <br />AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE <br />TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE <br />AND PRE-SATURATION ARE REQUIRED. <br />SDPWS-2021/CBC 2022 <br />DESCRIPTION MAT'L <br />FRAMING <br />SIZE EDGE <br />NAILING 1,2 <br />FIELD 16D SIMP. SDS A.B.'S <br />5/8"VALUE <br />8d <br />10d <br />10d <br />6" <br />6" <br />4" <br />12" <br />12" <br />12" <br />6"12" <br />8" <br />10" <br />48" <br />36" <br />24" <br />200/280 plf <br />340/476 plf <br />510/714 plf <br />SHEARWALL SCHEDULE <br />FOOTNOTES: <br />1.ALL NAILS TO BE COMMON NAILS. <br />2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. <br />3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. <br />5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. <br />6.SQUARE PLATE WASHERS SHALL BE USED WITH ALL GALVANIZED ANCHOR BOLTS. <br />2X4 WALL: 3" X 3" X 0.229" GALVANIZED STEEL. <br />2X6 WALL: 4-1/2" SQ. X .229" GALVANIZED STEEL. <br />7. WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER <br />SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE <br />OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. <br />10d 3"12"6"16"665/931 plf <br />3" <br />STAGG. <br />2" <br />STAGG. <br />SEISMIC & <br />CONFORMING TO ANSI/AF&PA <br />LTP4 OR A35 <br />16" <br />12" <br />10" <br />8" <br />10d 2"12"--4"12"870/1218 plf6" <br />W/ 8d @ 6", 12", BLOCKEDA3/8" PLYWD/OSB, STRUCT. I <br />B <br />C <br />D <br />E W/ 10d @ 2", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />WIND <br />4"W/ 10d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 4", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 3", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />PANEL <br />JOINT SILL <br />2X <br />2X <br />3X <br />3X <br />3X <br />2X <br />2X <br />2X <br />2X <br />2X <br />STAGG. <br />STAGG. <br />SILL TO RIM/BLK'D RIM/BLK'D TO <br /> TOP PLATE <br />SILL TO <br />FOUND. <br />8d 6"12"6"16"32"(EXTERIOR NON-SHEARWALL) <br />3/8" CDX <br />2X 2XP <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />u <br />n <br />s <br />e <br />p <br />t <br /> <br />A <br />v <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br />2 <br /> <br />S <br />a <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 />3 <br />DATE REVISIONS <br />SHEET NAME: <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />PLAN CHECK # <br />JOB NO: <br />AD <br />U <br />DATE: <br />SCALE: AS INDICATED <br />DESIGNER: N/A <br />SHEET <br />S1.0 <br />ADU <br />FOUDATION PLAN <br />FRAMING PLAN <br />SCALE: <br />PARTIAL FOUDATION PLAN <br />1/4" = 1'-0" <br />SCALE: <br />PARTIAL ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />EXP: 09/30/2025 <br />1 11/05/2024 PLAN CHECK <br />TI <br />L <br />A <br /> <br />L <br />Y <br /> <br />N <br />G <br />U <br />Y <br />E <br />N <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />U <br />N <br />S <br />W <br />E <br />P <br />T <br /> <br />A <br />V <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />U <br />N <br />S <br />W <br />E <br />P <br />T <br /> <br />A <br />V <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />1