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2022 CALIFORNIA BUILDING CODE (1), (3) <br />(4) <br />(2) <br />(1) <br />870 <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />220 <br />PANEL <br />TYPE <br />SHEAR <br />8 d's <br />10 d's <br />@ 2" O.C. <br />8 d's <br />@ 2" O.C. <br />@ 3" O.C. <br />15/32" APA <br />Structural I <br />rated <br />3/8" APA <br />rated <br />10 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 4" O.C. <br />NAILING <br />(COMMON) <br />EDGE <br />8 d's@ 6" O.C. <br />3/8" APA <br />rated <br />rated3/8" APA <br />SHEATHING <br />8 d's <br />@ 12" O.C. <br />@ 12" O.C.8 d's <br />FIELD <br />(COMMON) <br />NAILING <br />PERIODIC SPECIAL INSPECTION IS REQUIRED. <br />(4) (2) <br />(5) <br />(6) <br />USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.). <br />SINKER <br />16d's <br />CONNECTION <br />SILL PLATE <br />@ 4" O.C. <br />@ 6" O.C. <br />@ 3" O.C. <br />@ 2" O.C. <br />@ 16" O.C. <br />@ 12" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />@ 5" O.C. <br />SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL <br />CASES. <br />PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS <br />STAGGERED. <br />USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED <br />ON FRAMING PLANS. <br />FRAMING CLIPS <br />A35's, LS50's <br />OR LTP4's <br />(5), (6) <br />2 ROWS <br />STAGG. <br />@ 3" O.C. <br />1/4"Øx6" <br />SCREWS <br />SDS <br />(8) <br />260 <br />320 <br />380 <br />410 <br />490 <br />(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. <br />(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. <br />(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. <br />(9) <br />(7) <br />(7) <br />(7) <br />3/8" APA <br />rated 530 <br />640 (7) <br />(10)FOR DOUBLE SIDED SHEAR PANELS: <br />(10)(10)(10) <br />(10)(10)(10) <br />(10)(10)(10) <br />a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5. <br />c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE <br /> SPACING, FOR TYPES SW3, SW4 & SW5. <br />5/8" Ø <br />2X <br />A.B. SPC'G <br />@ 24" O.C. <br />@ 16" O.C. <br />@ 8" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />48" <br />42" <br />36" <br />24" <br />18" <br />SHEAR WALL SCHEDULE <br />(4) (2) <br />(4) (2) <br />(4) (2) <br />(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. <br />b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, <br /> FOR TYPES SW4 & SW5. <br />SW1 <br /> <br />SW2 <br /> <br />SW3 <br /> <br />SW4 <br /> <br />SW5 <br /> <br />(E) BEDROOM (E) BEDROOM <br />(E) BEDROOM <br />(E) LIVING + DINING <br />(E) KITCHEN <br />(E) BATH 2 <br />(E) BATH 1 <br />(E) W.I.C <br />(E) STORAGE <br />(E) ENTRY PORCH <br />DR <br />Y <br />E <br />R <br />WA <br />S <br />H <br />E <br />R <br />(E) HEATPUMP <br />UNIT <br />TO BE LEGALIZEDTO BE LEGALIZED <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />11 <br />SD1.0 <br />11 <br />SD1.0 <br />11 <br />SD1.0 <br />5" THICK CONVENTIONAL <br />SLAB W/#4 @ 18" O.C. <br />E.W. AND UNDERLAYMENT <br />PER DETAIL 1/SD1.0 <br />EXISTING <br />CONCRETE SLAB <br />1' <br />- <br />0 <br />" <br />CF1, <br />TYP. <br />2 <br />2 <br />2 <br />(E) BEDROOM (E) BEDROOM <br />(E) BEDROOM <br />(E) LIVING + DINING <br />(E) KITCHEN <br />(E) BATH 2 <br />(E) BATH 1 <br />(E) W.I.C <br />(E) STORAGE <br />(E) ENTRY PORCH <br />DR <br />Y <br />E <br />R <br />WA <br />S <br />H <br />E <br />R <br />(E) HEATPUMP <br />UNIT <br />TO BE LEGALIZEDTO BE LEGALIZED <br />(E) HDR <br />(E) HDR <br />(E) HDR (E) HDR (E) HDR <br />(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E) HDR(E) HDR(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />SW1 <br />ARND <br />(E) DR BM (E) DR BM (E) DR BM <br />(E <br />) <br /> <br />D <br />R <br /> <br />B <br />M <br />11 <br />SD2.0 <br />4 <br />SD2.0 <br />12 <br />SD2.0 <br />13 <br />SD2.0 <br />1 <br />2 <br />8 <br />(N) 4x6 FL BM <br />RR <br />2 <br />2- <br />2 <br />x <br />4 <br />1A <br />SD2.0 <br />14 <br />SD2.0 <br />2 <br />2- <br />2 <br />x <br />4 <br />1A <br />SD2.0 <br />FRAMING NOTES <br />1.REFER TO SHEET S-0.10 FOR MORE INFORMATION. <br />2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS <br />AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF <br />RECORD IF DIFFERENT THAN PLANS. <br />3.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS <br />PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP <br />DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. <br />4.ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS, UNO. ON PLAN OR DETAIL. <br />5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS <br />(3B/SD2.0), UNO ON PLANS. <br />6.USE ST22 STRAP FOR LEDGER SPLICES, UNO. <br />7.USE (1)CS16 x 3'-0" STRAP AT RIM JOISTS SPLICE, U.N.O ON PLANS. 1¼” MIN. <br />LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES. <br />8.HEADER AT NON-BEARING WALLS, USE 2x4 FOR OPENINGS UP TO 3'-0" MAX., <br />(2)2x4 FOR OPENINGS UP TO 6'-0" MAX., 4x6 FOR OPENINGS UP TO 12'-0" MAX., <br />(UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS WITHOUT <br />POINT LOADS. <br />9.WOOD HEADER OR POSTS MADE UP OF 2 OR MORE 2X'S SHALL BE SPIKED <br />TOGETHER PER THE NAILING SCHEDULE. <br />10.SHEARWALL PANEL TO BE NAILED TO ALL MULTIPLE STUDS RECEIVING HOLDOWNS <br />AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO. <br />FRAMING SCHEDULE <br />LEGEND <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES DETAIL NUMBER <br />DENOTES DROP BEAM OR HEADER PER PLAN <br />FOOTING SCHEDULE <br />FOUNDATION NOTES <br />1.REFER TO SHEET S-0.10 FOR MORE INFORMATION. <br />2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS AND <br />MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF RECORD IF <br />DIFFERENT THAN PLANS. <br />3.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG <br />POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. <br />4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU <br />OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />5.FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES <br />U.N.O. <br />MARK MEMBER TYPE <br />RR2 2 X 6 ROOF RAFTERS @ 16" O.C. <br />PAD SIZESYMBOL <br />X <br />X <br />SDX <br />REINFORCEMENT <br />X <br />X'-X" <br />X <br />CF1 CONT. W=12", D=16"CONT. (2) #4 TOP & BOTTOM <br />DENOTES NEW FOOTING <br />DENOTES EXISTING FOOTING <br />PARTIAL FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />1 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />P.P. <br />DATE: <br />JOB NO.: 231014 <br />03/15/2024 <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 />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br />T <br />H <br />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br /> <br />T <br />H <br /> <br />S <br />T <br />, <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />03/15/2024 <br />02 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1S <br />T <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />2 <br />02 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br />2N <br />D <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />S-2.0 <br />& <br />R <br />O <br />O <br />F <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 />(M <br />A <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br />) <br />SCALE : 1/4" = 1'-0" <br />PARTIAL ROOF FRAMING PLAN <br />MAIN HOUSE <br />PA <br />R <br />T <br />I <br />A <br />L <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />MAIN HOUSE <br />1 <br />1402 W 10th St & Unit #2 - <br />101117923-245/8/2024