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SD1 <br />Job # <br />Sheet No.: <br />Scale <br />Date <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />22 <br />1 <br />7 <br /> <br />W <br /> <br />C <br />I <br />V <br />I <br />C <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <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 />3 <br />Pl <br />a <br />n <br /> <br />C <br />h <br />e <br />c <br />k <br /> <br /># <br />: <br />__ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />SEAL: <br />SHEET DESCRIPTION : <br />01/27/2024 <br />S2423 <br />Co <br />n <br />t <br />a <br />c <br />t <br />: <br />FOUNDATION <br />DETAILS <br />SINGLE LAYER INTERSECTION & CORNER <br />L <br />L <br />L <br />L <br />L <br />L <br />L L <br />L <br />L = 30 BAR DIAM. MIN. IN CONCRETE. <br />40 BAR DIAM. MIN. IN MASONRY. <br />DOUBLE LAYER INTERSECTION & CORNER <br />CONCRETE FOOTING INTERSECTION <br />REINF. MAY BE CONT. OR <br />ADD BARS WITH SAME SIZE <br />& SPACING AS <br />WALL/FOOTING REINF. <br />BEND <br />LAP SPLICE <br />STIRRUP <br />TIE OR HOOK <br />NOTES: <br />CROSSTIE <br />WIRE TIE END <br />D D <br />90° BEND <br />R <br />180° BEND <br />R12 <br />" <br />4 db <br />2 1 <br />2" MIN. <br />6 d <br />b <br />4" M <br />I <br />N <br />. <br />6db <br />3" M <br />I <br />N <br />. <br />* INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL <br />BARS SO PLACED THAT MORE THAN 12" OF FRESH CONC. <br />IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />6 d <br />b <br />4" M <br />I <br />N <br />. <br />12 <br /> <br />d <br />b F <br />O <br />R <br /> <br /># <br />6 <br /> <br />T <br />H <br />R <br />U <br /> <br /># <br />8 <br />3" <br /> <br />M <br />I <br />N <br />" <br />D= 4db FOR #3 THRU #5 <br />D= 6db FOR #6 THRU #8 <br />8db <br />8db <br />48 db <br />R= 3db FOR #3 THRU #8 <br />R= 4db FOR #9 THRU #11 <br />R= 5db FOR #14 THRU #18 <br />1.PUT CROSSTIE W/ EACH STIRRUP ALT. 135° <br />BENDS (90° FOR CIRCULAR TIE) <br />2.ALL BENDS SHALL BE MADE COLD <br />TYP. REBAR DETAIL <br />24 <br />" <br />12" <br />1.CONCRETE SLAB ON GRADE PER PLAN <br />2.CONT. REBAR PER FOOTING SCHEDULE <br />ON DETAIL 1 <br />3.2X STUD PER PLAN <br />4.3x P.T.D.F. SILL PLATE W/ A.B. @ 48" <br />O.C OR SEE SHEAR WALL SCHEDULE, <br />USE SHOT PINS AS PER GENERAL <br />NOTES FOR NON- SHEAR WALLS. <br />5.#4x24"x24" DOWELS @ 36" O.C <br />NOTES: <br />- SEE DETAIL #3 FOR LEGEND & <br />INFORMATION NOT SHOWN. <br />2 <br />1 <br />3 4 <br />7" <br /> <br />M <br />I <br />N <br />. <br />INTERIOR FOOTING DETAIL <br />5D <br /> <br /> <br /> <br />W <br />2" <br />MI <br />N <br />. <br />PORCH SLAB <br />SLOPE TO DRAIN <br />6" <br />MIN. <br />F.G. <br />6" <br />MI <br />N <br />. <br />NOTE: <br />INFORMATION NOT SHOWN. <br />SEE DETAIL #3 FOR LEGEND AND <br />FACE OF STUDS <br />#3 X 24" DOWELS @ 24" O.C. <br />HOUSE FOOTING TO PORCH SLAB <br />NOTE: <br />SEE DETAIL #3 FOR LEGEND & <br />INFORMATION NOT SHOWN <br />CONC. SLAB <br />SHOT PIN SEE SHEET <br />S-0 <br />NON-BEARING INTERIOR WALL <br />SO <br />I <br />L <br />: <br /> <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />CO <br />N <br />C <br />. <br />: <br /> <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />12" <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />1.2X STUD WALL <br />2.SHEAR WALL AS OCCURS, SEE PLAN <br />AND SHEAR WALL SCHEDULE <br />3.P.T.D.F. SILL PLATE W/ 5/8"Ø <br />ANCHOR BOLTS PER SHEAR WALL <br />SCHEDULE, (2) BOLTS PER PIECE <br />WITH (1) BOLT LOCATED NOT MORE <br />THAT 12" OR LESS THAN 7db. FROM <br />EACH END AND/OR SPLICE OF THE <br />PIECE. <br />4.(2) #4 BARS, TOP AND BOTTOM <br />5.#3 DOWELS @ 18" O.C <br />6.SLAB PER PLAN <br />7.SUBGRADE AND VAPOR BARRIER <br />PER PLAN <br />8.SCREED @ STUCCO FINISH <br />18 <br />" <br />1 <br />2 <br />3 <br />4 <br />6 <br />5 <br />7 <br />8 <br />7" <br />FO <br />R <br /> <br />2 <br />PO <br />U <br />R <br />S <br />ON <br />L <br />Y <br />FOOTING DETAIL <br />HDU <br />5" MIN. <br />16 <br />" <br />MI <br />N <br />. <br />RE <br />T <br />U <br />R <br />N <br />3" <br />CL <br />R <br />. <br />le <br />1 3/4" <br />MIN. <br />E <br />E <br />le <br />18" <br />18 <br />" <br />1.REBAR PER TABLE, CENTERED @ "HD" <br />(BEND REBAR @ CORNER). FOR COND. <br />B, LOCATE TOP REBAR 3" TO 5" FROM <br />TOP OF CONCRETE. <br />2.EDGE OF DEEPENED SLAB/FTG FOR <br />HOLDOWN @ INT. SHEAR WALL. <br />3.CONCRETE STEM/FOOTING WIDTH (8" <br />MIN. FOR 7/8"Ø BOLT, 6" MIN. FOR <br />5/8"Ø BOLT) ENTIRE EMBED. LENGTH. <br />4.SS BOLTS PER SCHEDULE. <br />5.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" <br />FOR 5/8"Ø BOLT). <br />6.EXTERIOR FOOTING EDGE. <br />7.CONCRETE CORNER. <br />8.CONCRETE END. <br />9.DEEPEND FOOTING AS REQUIRED TO <br />ENSURE PROPER EMBEDMENT <br />10.USE 16D SINKER NAILS. (0.148"X3 <br />1/4"). <br />NOTES: <br />- SEE PLANS FOR HOLDOWN <br />TYPES. <br />- SEE DETAIL #1 FOR LEGEND <br />& INFORMATION NOT SHOWN. <br />- REFER TO MANUFACTURER <br />SPECIFICATIONS FOR <br />INSTALLATION INFORMATION <br />NOT SHOWN. <br />- WHEN 3-2X MEMBER IS <br />USED FOR HDQ8 & HDU, <br />1/4"Øx4 1/2" SDS SCREWS <br />SHOULD BE USED. <br />SIMPSON <br />HOLDOWN SB BOLTS #4 BAR X 8'-0" <br />CENTERED @ HD*le (in.) <br />IN LIEU OF #4 USE <br />#5 BAR X 8'-0" <br />CENTERED @ HD * <br />HDU2 SS5/8x24 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU4 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU5 / HTT5 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU8 / HDQ8 (2) TOP & BOT.(1) TOP & (1) BOT. <br />*CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT IF <br />BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER <br />SCHEDULE ARE ADDITIONAL. <br />SB BOLTS INSTALLATION @ <br />SW @ EXT. FOOTING <br />SB BOLT INSTALLATION @ <br />SW @ INT. FTG/SLAB <br />PLAN VIEW SB @ <br />CONC. CORNER <br />PLAN VIEW SB @ <br />CONC. END <br />1 <br />2 <br />5 <br />3 <br />4 9 <br />6 <br />4 <br />1 <br />7 <br />4 <br />8 <br />5" <br />MIN. <br />3" <br />CL <br />R <br />. <br />24" <br />NOTES: <br />-4x4 POSTS CAN BE REPLACED <br />W/ 2-2x4 AS LONG AS NAILS ARE <br />MAINTAINED W/ MIN. EDGE <br />DISTANCE AS REQUIRED BY THE <br />MANUF. SPEC. & S.W. EDGE <br />NAILS STAGGERED ON BOTH <br />STUDS. <br />-FOR NON-MONOPOUR <br />FOUNDATIONS, USE (2) #5 <br />DOWELS PER EACH SB BOLT, <br />PLACED WITHIN 2" FROM THE <br />BOLT. <br />HOLD DOWN <br />8"8" <br />E-E SECTION <br />le <br />3" <br />CL <br />R <br />. <br />9 9 <br />SS5/8x24 <br />SS5/8x24 <br />SS7/8x24 <br />24" <br />24" <br />24" <br />[E] CONC. <br />5/8" Ø HOLE W/SIMPSON <br />"SET-3G" EPOXY TIE, ESR # 4057 <br />*SPECIAL INSPECTION REQ'D <br />1 <br />3 4" <br />T <br />O <br /> <br />2 <br />" <br />3" <br />MI <br />N <br />. <br />CL <br />R <br />. <br />6" <br />MIN. <br />#4 DOWELS @ 24" O.C. BENT <br />AS SHOWN IN FOOTING & <br />OVERLAP MIN. 24" AS <br />SHOWN IN SLAB. <br />SPRAY BONDING AGENT (INTRALOK <br />OR SIMILAR) AT THE JOINT <br />BETWEEN OLD AND NEW CONCRETE <br />PRIOR TO POURING NEW CONCRETE. <br />[N] FOOTING AT [E] SLAB <br />(2) #4, TOP & BOT. <br />8" <br />MI <br />N <br />. <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />2X STUD <br />SHEAR WALL AS OCCURS <br />SCREED @ STUCCO FINISH <br />P.T.D.F. SILL PLATE W/ <br />ANCHOR BOLTS PER SHEAR <br />WALL SHCEUDEL, MIN. 5 <br />8" A.B. <br />@ 72" O.C. <br />FOOTING CONNECTION <br />8" <br />MIN. <br />24" <br />MIN. <br />4" <br />MIN. <br />24" <br />MIN. <br />2 <br />3 <br />1 <br />1.CONC. FOOTING PER PLAN <br />2.[E] CONC. FOOTNIG <br />3.(2) #4 DOWELS @ TOP & BOT. W/ SIMP-3G ICC ESR 4057. <br />INSTALL IN ACCORDANCE WITH SIMPSON STRONG-TIE <br />RECOMMENDATIONS. SPECIAL INSPECTION REQUIRED <br />8" <br />MIN. <br />24" <br />MIN. <br />4" <br />MIN. <br />24" <br />MIN. <br />2 <br />3 <br />1 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024