Laserfiche WebLink
SIMPSON <br />HOLD DOWN <br />SIMPSON CNW <br />WITNESS <br />HOLES <br />CNW TRANSITION <br />COUPLER NUT <br />TYPICAL CNW RIM BOARD <br />INSTALLATION <br />CNW RIM BOARD INSTALLATION F <br />SCALE:NTS. <br />5 <br />(2)#5 <br />(3)#4 <br />8" <br />MI <br />N <br />. <br />24 <br />" <br />MI <br />N <br />. <br />WIDTH <br />PER PLAN <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />WIDTH PER PLAN <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />#4@36" <br />(3)#4 <br />5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED <br />UNO IN SHEAR <br />WALL SCHEDULE <br />SIMPSON CBSQ <br />AT JOIST SPLICE <br />LAP 6" MIN. W/ <br />6-10d <br />6" <br />MIN. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />UC4A POST <br />PER PLAN <br />PT <br />2x UC4A OR <br />HIGHER SILL PLATE <br />(2)#5 <br />(3)#4 <br />8" <br /> <br />M <br />I <br />N <br />. <br />TY <br />P <br />. <br /> 8" (TYP.) <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />(2)#5 <br />(3)#4 <br />8" <br />MI <br />N <br />. <br />24 <br />" <br />MI <br />N <br />. <br />2x UC4A OR <br />HIGHER SILL <br />PLATE <br />(2)#5 <br />(3)#4 <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />SHEAR WALL <br />WHERE OCCURS <br />E.N. <br />PER SHEAR WALL <br />SCHEDULE <br />2XUC4A OR <br />HIGHER <br />SILL PLATE <br />HOLD DOWN <br />PER PLAN <br />HOLD DOWN POST <br />PER SCHEDULE <br />(PROVIDE SOLID <br />BLK'G UNDER POST) <br />SIMPSON CNW <br />COUPLER <br />FLOOR <br />SHEATHING <br />FLOOR JOIST <br />PER PLAN <br />BLK'G ON BOTH <br />SIDES EXTENDED <br />TWO BAYS <br />HOLD DOWN <br />PER PLAN <br />HOLD DOWN <br />PER PLAN <br />F <br />SCALE:NTS. <br />1 RAISED FLOOR FOUNDATION (WALL PARALLEL TO JOIST) <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />B.N. <br />SEE PLAN <br />WIDTH <br />PER PLAN <br />WIDTH <br />PER PLAN <br />WIDTH <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />UC3B BEAM <br />PER PLAN <br />A35@16" O.C. <br />UNO IN SHEAR <br /> WALL SCHEDULE <br />8" CONCRETE WALL <br />FOUNDATION (TYP.) <br />SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />DETAIL A DETAIL B DETAIL D DETAIL E DETAIL F <br />#4@36" TYP. <br />(SEE DETAILS <br />A&B FOR TWO <br />ADDITIONAL BARS) <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />1 <br />12 <br />±2 <br />" <br />STHD14RJ RIM JOIST APPLICATION <br />#4 RIBAR REQD. <br />STHDXRJ BEND STRAIGHT <br />INSTALL 4" FROM INSIDE <br />FACE OF CONCRETE WALL, <br />TYP. <br />2x SILL PLATE <br />3x AT SHEAR WALLS (TYP.) <br />(2) 2x OR 4x <br />8" <br />MIN. <br />3" <br /> <br />T <br />O <br /> <br />5 <br />" <br />LSTDXRJ <br />FLOOR SHEATHING <br />FLOOR JOIST PER PLAN <br />8" <br />MIN. <br />ONE #4 REBAR REQD. MAY <br />BE FOUNDATION REBAR OR <br />POST-TENSION TENDON. <br />CONC. FOUNDATION BY <br />OTHERS <br />3" <br /> <br />T <br />O <br /> <br />5 <br />" <br />LSTDXRJ <br />Le <br />Le <br />BRICK-LEDGE INSTALLATION <br />WITHOUT STEP <br />TWO-POUR INSTALLATION <br />FOR DOWNTURN FOUNDATION <br />13 <br />4" <br />4 SB/ SSTB BOLTS AT STEM WALL-GARAGE FRONT <br />SCALE:NTS. <br />F <br />8" <br />Le <br />LE <br />N <br />G <br />T <br />H <br />16" MIN. <br />4" MIN.4" MIN. <br />PLAN VIEW <br />8" <br />HOLD DOWN ON <br />DF/SP <br />LUMBER <br />STEM WALL <br />MIN. SEISMIC DESIGN CATEGORY C-F <br />STEM WALL WIDTH (IN.)DESIGN CAPACITY (LB)ANCHOR TYPE Le, F (IN.) <br />LSTHD8RJ 8 1,600 8 <br />STHD10RJ 8 2,100 10 <br />STHD14RJ 8 3,500 14 <br />HDU2 8 3,000 SSTB 24 20 <br />HDU4 8 4,500 SB 5/8x24 18 <br />HDU5 8 5,600 SB 5/8x24 18 <br />HDU8 8 6,900 PAB 7 10, F=15 <br />HDU11 8 9,300 PAB 8 12, F=17.5 <br />HDU14 8 14,300 PAB 8 12, F=17.5 <br />HOLD DOWN ANCHOR SCHEDULE AT STEM WALL F <br />SCALE:NTS. <br />6 <br />3 <br />SCALE:NTS. <br />F <br />SSTB SHOWN <br />SB SIMILAR <br />2x UC4A OR <br />HIGHER SILL <br />PLATE <br />(2)#5 <br />(5)#4 <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />BLK'G ON BOTH <br />SIDES EXTENDED <br />TWO BAYS <br />PAB ANCHOR <br />2F <br />SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />DETAIL C <br />F <br />16 <br />" <br /> <br />M <br />I <br />N <br />. <br />(2)#5 <br />(3)#4 <br />8" <br />MI <br />N <br />. <br />24 <br />" <br />MI <br />N <br />. <br />WIDTH <br />PER PLAN <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />WIDTH PER PLAN <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />#4@36" <br />(3)#4 <br />5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED <br />UNO IN SHEAR <br />WALL SCHEDULE <br />SIMPSON CBSQ12 <br />" <br /> <br />M <br />I <br />N <br />. <br />UC4A POST <br />PER PLAN <br />PT <br />2x UC4A OR <br />HIGHER SILL PLATE <br />(2)#5 <br />(3)#4 <br />8" <br /> <br />M <br />I <br />N <br />. <br />TY <br />P <br />. <br /> 8" (TYP.) <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />(2)#5 <br />(3)#4 <br />8" <br />MI <br />N <br />. <br />24 <br />" <br />MI <br />N <br />. <br />2x UC4A OR <br />HIGHER SILL <br />PLATE <br />(2)#5 <br />(3)#4 <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />SHEAR WALL <br />WHERE OCCURS <br />E.N. <br />PER SHEAR WALL <br />SCHEDULE <br />2XUC4A OR <br />HIGHER SILL <br />PLATE <br />HOLD DOWN <br />PER PLAN <br />HOLD DOWN POST <br />PER SCHEDULE <br />(PROVIDE SOLID <br />BLK'G UNDER POST) <br />SIMPSON CNW <br />COUPLER <br />FLOOR <br />SHEATHING <br />FLOOR JOIST <br />PER PLAN <br />BLK'G ON BOTH <br />SIDES EXTENDED <br />TWO BAYS <br />HOLD DOWN <br />PER PLAN HOLD DOWN <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />B.N. <br />SEE PLAN <br />WIDTH <br />PER PLAN <br />WIDTH <br />PER PLAN <br />WIDTH <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />UC3B BEAM <br />PER PLAN <br />A35@16" O.C. <br />UNO IN SHEAR <br /> WALL SCHEDULE <br />8" CONCRETE WALL <br />FOUNDATION (TYP.) <br /> SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />DETAIL A DETAIL B DETAIL D DETAIL E DETAIL F <br />#4@36" TYP. <br />(SEE DETAILS <br />A&B FOR TWO <br />ADDITIONAL BARS) <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />1 <br />12 <br />±2 <br />" <br />2x UC4A OR <br />HIGHER SILL <br />PLATE <br />(2)#5 <br />(5)#4 <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />BLK'G ON BOTH <br />SIDES EXTENDED <br />TWO BAYS <br />PAB ANCHOR <br />2F <br />SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />DETAIL C <br />F <br />16 <br />" <br /> <br />M <br />I <br />N <br />. <br />F <br />SCALE:NTS. <br />2 RAISED FLOOR FOUNDATION (WALL PERPENDICULAR TO JOIST) <br />2x BLK'G FLOOR JOIST PER PLAN <br />NOTE: <br />DETAILS A, B, C, D, E, F AND E SHALL BE CONSIDERED TOGETHER. <br />NOTE: <br />DETAILS A, B, C, D, E, F AND E SHALL BE CONSIDERED TOGETHER. <br /> SILL PLATE PER <br />SHEAR WALL SCHED. <br />2x RIM <br />JOIST <br />2x BLK'G <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />SILL PLATE PER SHEAR <br />WALL SCHED. <br />2x BLK'G 2x BLK'G <br />SILL PLATE PER SHEAR <br />WALL SCHED. <br />2x UC4A OR <br />HIGER SILL PLATE <br />2x RIM JOIST <br />2x RIM JOIST <br />2x BLK'G <br /> SILL PLATE PER <br />SHEAR WALL SCHED.2x BLK'G <br />2x RIM <br />JOIST <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br /> SILL PLATE PER SHEAR <br />WALL SCHED. <br />2x BLK'G <br />2x RIM JOIST <br />DOUBLE 2xRIM JOIST <br /> SILL PLATE PER SHEAR <br />WALL SCHED. <br />2x UC4A OR <br />HIGER SILL PLATE <br />2x RIM JOIST <br />2x BLK'G <br />2x BLK'G <br />10d@6" UNO IN <br />SHEAR WALL <br />SCHEDULE <br />10d@6" UNO IN <br />SHEAR WALL <br />SCHEDULE <br />B.N. <br />B.N. <br />B.N. <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. UNO IN SHEAR <br />WALL SCHEDULE (INSTALL ON <br />BOTH SIDES IF REQUIRED PER <br />SHEAR WALL SCHED.) <br />A35@16" O.C. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />A35@16" O.C. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />SEE SOG. FOUNDATION <br />AND FOUNDATION PLAN <br />NOTES <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />922 W PARK LN, <br />SANTA ANA, CA 92706 <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />FOR FIELD VERIFICATION AND <br />CITY PERMIT ONLY <br />SAZAN INC. <br />77 Waldorf, Irvine, CA 92612 <br />S1.01 <br />TYPICAL S.O.G. AND <br />FOUNDATION DETAILS <br />09/24/2025 <br />EXP. 06-30-2026