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FOOTING SCHEDULE <br />LEGEND <br />FOUNDATION 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.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR <br />FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. <br />4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN <br />LIEU 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 />DENOTES HOLDOWN PER SCHEDULE <br />DENOTES PAD NUMBER PER SCHEDULE <br />DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION) <br />DENOTES FOOTING <br />HOLDOWN SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES DETAIL NUMBER <br />DENOTES PAD <br />REFER TO DETAIL <br />10/SD1.0 <br />PAD SIZESYMBOL <br />SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES <br />HDU2 <br />X <br />SDX <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />STEP <br />REINFORCEMENT <br />X <br />X <br />X <br />X'-X" <br />HD1 <br />DENOTES POST OR TRIMMER AS NOTED <br />#X DENOTES PAD NUMBER IN CALCULATIONS <br />CF1 CONT. W=12", D=16"CONT. (2) #4 TOP & BOTTOM <br />- <br />2'-6" SQ. x 16" THICK (4) #5 E.W.P2 <br />HDU4HD2 - <br />HDU5HD3 - <br />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 />BEDROOM-2 <br />W.I.C <br />BEDROOM-1 <br />BATH-2 <br />BATH-1 <br />CL <br />O <br />S <br />E <br />T <br />CL <br />O <br />S <br />E <br />T <br />LIVING ROOM <br />DINING ROOM <br />KITCHEN <br />A <br />B <br />C <br />SW2 <br />4'-4" <br />HD3 HD3 <br />SW1 <br />8'-0" <br />HD1 <br />HD1 <br />SW2 <br />8'-0" <br />HD2 HD2 <br />1 2 <br />3 <br />SW <br />1 <br />8' <br />- <br />0 <br />" <br />HD1 <br />HD1 <br />SW <br />2 <br />8' <br />- <br />0 <br />" <br />HD1 <br />HD1 <br />SW <br />1 <br />8' <br />- <br />0 <br />" <br />HD1 <br />HD1 <br />ST <br />E <br />P <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />3 <br />SD1.0 <br />3 <br />SD1.0 3 <br />SD1.0 <br />3 <br />SD1.0 <br />3 <br />SD1.0 <br />6 <br />SD1.0 <br />6 <br />SD1.0 <br />6 <br />SD1.0 <br />6 <br />SD1.0 <br />12 <br />SD1.0 <br />12 <br />SD1.0 <br />12 <br />SD1.0 <br />4 <br />SD1.0 <br />CB44 <br />STEP <br />THICK CONVENTIONAL <br />AND UNDERLAYMENT <br />5" <br />PER DETAIL 1/SD1.0 <br />SLAB w/#4 @ 18" O.C. E.W. <br />1' <br />- <br />0 <br />" <br />CF1, TYP. <br />1' <br />- <br />0 <br />" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1' <br />- <br />0 <br />" <br />CF1, TYP. <br />9 <br />SD1.0 <br />TYP. <br />P2 <br />P2 <br />P2 <br />12 <br />SD1.0 <br />2'-6" <br />3' <br />- <br />8 <br />" <br />BEDROOM-2 <br />W.I.C <br />BEDROOM-1 <br />BATH-2 <br />BATH-1 <br />CL <br />O <br />S <br />E <br />T <br />CL <br />O <br />S <br />E <br />T <br />LIVING ROOM <br />DINING ROOM <br />KITCHEN <br />4x6 HDR 4x6 HDR <br />4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x6 HDR4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />5 <br />3 <br />1 <br />/ <br />2 <br />" <br />x <br />1 <br />1 <br /> <br />7 <br />/ <br />8 <br />" <br /> <br />L <br />V <br />L <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />2x <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />RR1 <br />4x <br />6 <br /> <br />H <br />D <br />R <br />RR1 <br />2 <br />6 <br />3 <br />1 <br />/ <br />2 <br />" <br />x <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />L <br />V <br />L <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />3 <br />4 <br />7 <br />10 <br />4x <br />8 <br /> <br />H <br />D <br />R <br />8 <br />4x <br />8 <br /> <br />H <br />D <br />R <br />4x6 DR BM <br />4x6 DR BM <br />9 <br />4x8 RIDGE BM <br />R.R. W/E.N.R.R. W/E.N. <br />R.R. W/E.N.R.R. W/E.N. <br />1 <br />4x8 DR BM <br />RR <br />1 <br />RR <br />1 <br />RR <br />1 <br />A <br />B <br />C <br />4x <br />4 <br />4x4 F.H. <br />SW2 <br />4'-4"4x <br />4 <br />4x <br />4 <br />SW1 <br />8'-0" <br />4x <br />4 <br />4x <br />4 <br />SW2 <br />8'-0"4x <br />4 <br />4x <br />4 <br />10 <br />1 2 <br />3 <br />SW <br />1 <br />8' <br />- <br />0 <br />" <br />4x4 <br />4x4 <br />SW <br />2 <br />8' <br />- <br />0 <br />" <br />4x4 <br />4x <br />4 <br />4x4 <br />CJ1 <br />CJ <br />2 <br />CJ1 <br />4x8 RIDGE BM 3 1/2"x11 7/8" LVL RIDGE BM 4x8 RIDGE BM <br />4x4 <br />4x4 <br /> K.P. <br />K.P. <br />4x4 <br />K.P. <br />4x <br />4 <br />2- <br />2 <br />x <br />4 <br />2- <br />2 <br />x <br />4 <br />2-2x4 <br />2-2x4 <br />2- <br />2 <br />x <br />4 <br />2- <br />2 <br />x <br />4 <br />2-2x4 <br />4x4 <br />4x4 <br />K.P. <br />1B <br />SD2.0 <br />17B <br />SD2.0 <br />1B <br />SD2.0 <br />2B <br />SD2.0 <br />1B <br />SD2.0 <br />2B <br />SD2.0 <br />1B <br />SD2.0 <br />1B <br />SD2.0 <br />1B <br />SD2.0 <br />TRIM <br />TRIM <br />TR <br />I <br />M <br />1B <br />SD2.0 <br />TRIM <br />1B <br />SD2.0 <br />5 <br />SD2.0 <br />4 <br />SD2.0 <br />5 <br />SD2.0 <br />4 <br />SD2.0 <br />4 <br />SD2.0 <br />4 <br />SD2.0 <br />5 <br />SD2.0 <br />R. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />R. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />R. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />R. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />6 <br />SD2.0 <br />7 <br />SD2.0 <br />13 <br />SD2.0 <br />7 <br />SD2.0 <br />13 <br />SD2.0 <br />16 <br />SD2.0 <br />8 <br />S-0.20 <br />TYP. <br />4 <br />SD2.0 <br />10B <br />SD2.0 <br />R. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />. <br />N <br />. <br />R. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />. <br />N <br />. <br />R.R. W/ E.N. <br />3 1/2"x11 1/4" LVL RIDGE BM4x6 <br />F.H. <br />1B <br />SD2.0 <br />12 <br />SD2.0 <br />HIGH LOW <br />11 <br />SD2.0 <br />13 <br />SD2.0 <br />(T.O.B=13'-7") <br />(T.O.B=13'-7") <br />14 <br />SD2.0 <br />15 <br />SD2.0 <br />11 <br />SD2.0 <br />15 <br />SD2.0 <br />2B <br />SD2.0 <br />SW <br />1 <br />8' <br />- <br />0 <br />" <br />9 <br />SD2.0 <br />9 <br />SD2.0 <br />9 <br />SD2.0 <br />9 <br />SD2.0 <br /> <br />9 <br />SD2.0 <br />4 <br />SD2.0 1B <br />SD2.0 <br />11 <br />SD2.0 <br />8 <br />SD2.0 <br />4x4 <br />K.P.7 <br />SD2.0 <br />13 <br />SD2.0 <br />4x4 <br />RR <br />1 <br />2- <br />2 <br />x <br />4 <br />2-2x4 <br />1B <br />SD2.0 <br />2B <br />SD2.0 <br />4 <br />SD2.0 <br />5 <br />MIN 4 BAYS <br />2x6 F.H. WALL <br />STUD @16" O.C. <br />CJ <br />1 <br />CJ <br />2 <br />18 <br />SD2.0 <br />19 <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 <br />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” <br />MIN. 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" <br />MAX., (UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS <br />WITHOUT 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 <br />HOLDOWNS AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO. <br />FRAMING SCHEDULE <br />DENOTES POST OR TRIMMER AS NOTED <br />LEGEND <br />KEY NOTES <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES KEY NOTE NUMBER <br />DENOTES BEARING WALL <br />DENOTES OVER FRAMING <br />DENOTES POST OR TRIMMER FROM FLOOR ABOVE <br />DENOTES DETAIL NUMBER <br />DENOTES DROP BEAM OR HEADER PER PLAN <br />DENOTES FLUSH BEAM PER PLAN <br />MARK MEMBER TYPE <br />RR1 2 X 8 ROOF RAFTERS @ 16" O.C. <br />X <br />X <br />X <br />X <br />SDX <br />DENOTES DRAG DIRECTION <br />BLOCKED ROOF DIAPHRAGM <br />8d's @ 4" B.N. <br />8d's @ 6" E.N. <br />8d's @ 12" F.N. <br />10 <br />X <br />X'-X" <br />X <br />X <br />CJ1 2 X 6 CEILING JOISTS @ 16" O.C. <br />DENOTES FRAMING ZONE DIVISION <br />X DENOTES SHEARWALL LINE IN CALCULATIONS <br />CJ2 2 X 8 CEILING JOISTS @ 16" O.C. <br />LINE OF 2x FLAT BLOCKING W/E.N.5 <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />54312 <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.: 231226 <br />01/02/2024 <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 />23 <br />3 <br />1 <br /> <br />N <br />. <br /> <br />B <br />E <br />N <br />T <br />O <br />N <br /> <br />W <br />A <br />Y <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />23 <br />3 <br />1 <br /> <br />N <br />. <br /> <br />B <br />E <br />N <br />T <br />O <br />N <br /> <br />W <br />A <br />Y <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 />6 <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 />6 <br />01/02/2024 <br />S-1.0 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br /> <br />& <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />RO <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 />2331 N Benton Way Unit# 2 - <br />101118534 <br />6/4/2024