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FOUNDATION <br />DETAILS <br />SD1 <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 12/10/24 <br />GA <br />R <br />A <br />G <br />E <br />/ <br />A <br />D <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />DATE: <br />16 <br />0 <br />6 <br /> <br />N <br />. <br /> <br />M <br />A <br />B <br />U <br />R <br />Y <br /> <br />S <br />T <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 />1 <br />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />JOB: R24-0920 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />1 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />56 <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 />7 <br />8 <br />[N] FOOTING AT [E] SLAB <br />9 <br />8" <br />MI <br />N <br />. <br />1 <br />2 <br />4 <br />3 <br />1.[E] 2X STUD <br />2.SHEAR WALL AS OCCURS <br />3.P.T.D.F. SILL PLATE W/ 5/8"Ø ANCHOR BOLTS <br />PER SHEAR WALL SCHEDULE, (2) BOLTS PER <br />PIECE WITH (1) BOLT LOCATED NOT MORE <br />THAT 12" OR LESS THAN 4 1/2". FROM EACH <br />END AND/OR SPLICE OF THE PIECE. <br />4.SCREED @ STUCCO FINISH <br />5.[E] CONC. <br />6.5/8" Ø HOLE W/SIMPSON "SET-3G" EPOXY TIE, <br />ESR # 4057 *SPECIAL INSPECTION REQ'D <br />7.#4 DOWELS @ 24" O.C. BENT AS SHOWN IN <br />FOOTING & OVERLAP MIN. 24" AS SHOWN IN <br />SLAB. <br />8.SPRAY BONDING AGENT (INTRALOK OR <br />SIMILAR) AT THE JOINT BETWEEN OLD AND <br />NEW CONCRETE PRIOR TO POURING NEW <br />CONCRETE. <br />9.(2) #4, TOP & BOT. <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />18 <br />" <br />12" <br />3 <br />2 <br />13 4" <br />MIN. <br />UNDERPINNED HOLD DOWN <br />5/8" <br />A.B. Dia.Steel <br />F1554 Gr36 <br />Plt. Washer Holdown <br />HDU5 <br />CAPACITY (lbs) <br />5645 <br />3"MI <br />N <br />. <br />5/8" F1554 Gr36 HDU4 4565 <br />5/8" F1554 Gr36 HDU2 3075 <br />1 <br />1.THREADED ROD PER TABLE <br />2.(E) CONC. FOOTING <br />3.GROUT <br />4.PLATE WASHER PER TABLE <br />1/4"x1½"x1½" <br />1/4"x1½"x1½" <br />1/4"x1½"x1½" <br />4 <br />HDU <br />4.25" 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" (BEND REBAR @ <br />CORNER). FOR COND. B, LOCATE TOP REBAR 3" TO 5" <br />FROM TOP OF CONCRETE. <br />2.EDGE OF DEEPENED SLAB/FTG FOR HOLDOWN @ INT. <br />SHEAR WALL. <br />3.CONCRETE STEM/FOOTING WIDTH (8" MIN. FOR 7/8"Ø <br />BOLT, 6" MIN. FOR 5/8"Ø BOLT) ENTIRE EMBED. LENGTH. <br />4.SB BOLTS PER SCHEDULE. <br />5.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" 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 ENSURE PROPER <br />EMBEDMENT <br />10.USE 16D SINKER NAILS. (0.148"X3 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 USED <br />FOR HDQ8 & HDU, 1/4"Øx4 1/2" <br />SDS SCREWS SHOULD BE USED. <br />SIMPSON <br />HOLDOWN SB BOLTS #4 BAR X 8'-0" <br />CENTERED @ HD*le (in.) <br />HDU2 SB5/8x24 (2) TOP & BOT. <br />HDU4 (2) TOP & BOT. <br />HDU5 / HTT5 (2) TOP & BOT. <br />HDU8 / HDQ8 (2) TOP & BOT. <br />*CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT <br />IF 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 SSTB <br />@ CONC. CORNER <br />PLAN VIEW SSTB <br />@ CONC. END <br />1 <br />2 <br />5 <br />3 <br />4 <br />9 <br />6 <br />4 <br />1 <br />7 <br />4 <br />8 <br />4.25" <br />MIN. <br />3" <br />CL <br />R <br />. <br />18" <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 <br />THE 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 />SB5/8x24 <br />SB5/8x24 <br />SB7/8x24 <br />3 <br />3 <br />18" <br />18" <br />18" <br />7" <br />MI <br />N <br />. <br />2 <br />4 <br />6 <br />13 4" <br />MIN. <br />ANCHOR BOLT TO [E] FOOTING <br />18 <br />" <br />V. <br />I <br />. <br />F <br />. <br />1 <br />3 <br />51.[E] 2X STUDS <br />2.5/8"Ø A307 THREADED BOLT <br />3.2X BLK'G BETWEEN STUDS @ <br />LENGHT OF SHEAR WALL W/ (6) 10d <br />@ EACH BLK'G <br />4.(E) CONC. SLAB <br />5.SHEAR WALL PER PLAN <br />6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC <br />4057. INSTALL IN ACCORDANCE <br />WITH SIMPSON STRONG-TIE <br />RECOMMENDATIONS. SPECIAL <br />INSPECTION REQUIRED <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" <br />M <br />I <br />N <br />. <br />6db <br />3" M <br />I <br />N <br />. <br />* INCREASE LENGTH BY 30% FOR TOP <br />BARS (HORIZONTAL BARS SO PLACED <br />THAT MORE THAN 12" OF FRESH CONC. IS <br />CAST IN THE MEMBER BELOW, EXCLUDE <br />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" <br />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 />TYPICAL REBAR DETAIL <br />1.PUT CROSSTIE W/ EACH STIRRUP <br />ALT. 135° BENDS (90° FOR CIRCULAR <br />TIE) <br />2.ALL BENDS SHALL BE MADE COLD <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 <br />SIZE & SPACING AS <br />WALL/FOOTING REINF. <br />NOTE: <br />1.SPRAY BONDING AGENT <br />(INTRALOK OR SIMILAR) AT THE <br />JOINT BETWEEN OLD AND NEW <br />CONCRETE PRIOR TO POURING <br />NEW CONCRETE. <br />2.IF POST TENSION FOUNDATION: <br />VERIFY W/ POST TENSION <br />ENGINEER FOR LOCATION OF <br />STRANDS WHEN PLACING DOWELS <br />INTO EXISTING P.T. FTG. DO NOT <br />CUT STRANDS. <br />6"24" <br />2 <br />1 <br />3 <br />[E] <br />FTG <br />[N] <br />FTG <br />6"24" <br />[N] FOOTING TO [E] FOOTING <br />15 <br />° <br />1.(E) FOOTING <br />2.#4 DOWELS <br />3.5/8"Ø HOLE W/ SIMPSON "SET-3G" <br />EPOXY, ESR-4057 *SPECIAL INSPECTION <br />REQ'D <br />6"24" <br />2 <br />1 <br />3 <br />[E] <br />FTG <br />[N] <br />FTG <br />6"24" <br />15 <br />° <br />12" MIN. <br />1606 N Mabury St <br />4/28/2025