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5 <br />4 <br />3 <br />1 <br />2 <br />R E V I S I O N <br />DATE BY <br />11122 BIXLER CIR., <br />BUS: 714-928-2006 <br />EMAIL: TUNGCIVIL2018@GMAIL.COM <br />GARDEN GROVE, CA92840 <br />FAX: 714-901-9535 <br />PROFESSIONAL BUILDING <br />DESIGNS, INC. <br />THIS DRAWING AND DESIGN <br />CONCEPTS ARE PROPRIETARY TO <br />TUNG VO, M.S., P.E. <br />THE DRAWING OR DESIGN <br />CONCEPTS SHALL NOT BE USED <br />OR REPRODUCED IN THE PART <br />OR IN WHOLE WITHOUT THE <br />WRITTEN PERMISSION BY TUNG <br />VO, M.S., P.E. <br />ARCHITECTURAL - STRUCTURAL <br />MECHANICAL - ELECTRICAL - PLUMBING <br />RESIDENTIAL - COMMERCIAL - INDUSTRIAL <br />ON TIME - ON BUDGET - PROFESSIONAL WORK <br />ONE STOP SOLUTION PDC <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 /> <br /> <br />4 <br />0 <br />1 <br /> <br />W <br /> <br />J <br />o <br />n <br />q <br />u <br />i <br />l <br /> <br />R <br />d <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br />2 <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 />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 24077 <br />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />10/31/2024 <br />NE <br />W <br /> <br />A <br />D <br />U <br />1 <br />2 <br />3 <br />47 <br />8 <br />INTERIOR PARTITION, TYP. <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />BEARING NONE SHEAR WALL <br />NONE BEARING <br />CONCRETE FOOTING <br />SIZE & REBARS <br />PER DETAIL 1/SD1 <br />W <br />PER SCHEDULE <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SE <br />E <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />1 <br />/ <br />S <br />D <br />1 <br />TYP. REINFORCING DETAILS <br />BEND <br />R= 5(d) FOR #14 THRU #18 <br />LAP SPLICE <br />STIRRUP <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />TIE OR HOOK <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />MADE COLD <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 />OR <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />- ALL BENDS SHALL BE <br />STIRRUP ALT. 135° BENDS <br />- PUT CROSSTIE W/ EACH <br />D= 4(d) FOR #3 THRU #5 <br />D= 6(d) FOR #6 THRU #8 <br />OR <br /> <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />12 <br />( <br />d <br />) <br /> <br />F <br />O <br />R <br /> <br /># <br />6 <br /> <br />T <br />H <br />R <br />U <br /> <br /># <br />8 <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 />NOTES: <br />CROSSTIE <br /> MEMBER BELOW, EXCLUDE <br /> CONCRETE IS CAST IN THE <br /> THAN 12 INCHES OF FRESH <br /> BARS SO PLACED THAT MORE <br /> FOR TOP BARS (HORIZONTAL <br />* INCREASE LENGTH BY 30% <br />WIRE TIE END <br /> WALLS) <br />D D <br />48(d) MASONRY (U.N.O.) <br />48(d) * IN CONCRETE <br />90° BEND <br />8(d) <br />R <br />R= 4(d) FOR #9 THRU #11 <br />R= 3(d) FOR #3 THRU #8 <br />2 1/2" MIN.8(d) <br />180° BEND <br />R12 <br />" <br />4(d) OR <br />4" <br />M <br />I <br />N <br />. <br /> <br />O <br />R <br />4" <br />M <br />I <br />N <br />. <br /> <br />O <br />R <br />6(d <br />) <br />STAIR OR RAMP ON GRADE <br />2" <br />#3 NOSING <br />TYPICAL <br />SEE ARCH. FOR TREAD <br />AND RISERS <br />6" <br />MIN <br />. <br />(2)#5 CONT. <br />#4@12 <br />EACH WAY <br />#4@12 <br />RAMP LINE <br />#4@12 <br />1'-6" <br />2'-0" <br />1'-2" <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />1'-6" <br />2'-0" <br />TYPICAL MANDATORY MINIMUM FORMWORK <br />(UNLESS FULLY FORMED) <br />CLEAN OUT <br />ON DWGS. +2" <br />WIDTH SHOWN <br />LAITANCE AND SCUM <br />HAS SET. REMOVE <br />AFTER CONCRETE <br />NOTE: <br />NOTE: <br />6" <br />MIN <br />11/2" MIN. STARTER WALL <br />REQUIRED FOR FOOTINGS <br />CURB OR STARTER WALL <br />BELOW GRADE <br />LC <br />APPLICABLE <br />FORMWORK <br />SPECIFICATIONS <br />2" PLANKING <br />FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS <br />PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE <br />ARCHITECT (STRUCTURAL ENGINEER), SUBJECT TO THE APPROVAL OF THE DIVISION <br />OF THE STATE ARCHITECT, IN SUCH CASE. THE MINIMUM FORMWORK SHOWN ON THE <br />DRAWINGS IS MANDATORY TO INSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO <br />AND DURING THE PLACING OF CONCRETE. <br />STARTER WALL REQUIRED FOR ALL MASONRY OR CONCRETE WALLS. <br />STAKES NOT PERMITTED WITHIN FOOTING SECTION. <br />FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED. <br />TYPICAL <br />6 <br />5 <br />NEW EXTERIOR FOOTING <br />(2)#5 OR (3)#4 REBAR CONT. <br />T & B (U.N.O.). <br />STUD WALL <br />SHEAR PANEL WHERE OCCURS <br />WITH B.N. AT SILL PLATE <br />8" <br />MI <br />N <br />. <br />3" <br />MAX <br />P.T.D.F. SILL PLATE <br />W/ ANCHOR BOLTS <br />PER AB SCHEDULE. <br />(MIN. 5/8" DIAMETER @ 48" O.C.) <br />3" <br />W <br />PER SCHED. <br />N.G. OR APPROVED <br />COMPACTED FILL <br />#3 @ 24" O.C. <br />BENT 3' INTO SLAB <br />SAND AND <br />VAPOR BARRIER <br />PER PLANS. <br />VAPOR BARRIER. <br />WHERE OCCURS <br />EXTEND 1.1/2" <br />INTO FTG. <br />D1 <br />SLOPE TO DRAIN <br />SCREED 26 GAUGE <br />@ STUCCO FINISH <br />F.G. <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 15"24" <br />2 18"24" <br />MIN.5" THK. CONC. SLAB <br />w/ #4 @ 12" O.C. EA WAY <br />OVER 2" SAND <br />OVER 10 MIL. VAPOR BARRIER <br />OVER 4" AGGREGATES OF 1/2" OR LARGER <br />D1 <br />DEPTH <br />8" <br />8" <br />D <br />M <br />I <br />N <br />. <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />D <br />P <br />E <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />TYPICAL ANCHOR BOLT DETAIL <br />BA <br />7" <br /> <br />M <br />I <br />N <br />. <br />A = MIN. EDGE DISTANCE <br />FROM SILL PLATE TO BOLT C.L. <br />FROM SLAB EDGE TO BOLT C.L. <br />B = MIN. EDGE DISTANCE <br />BOLT DIAM. <br />5/8" <br />7/8" <br />3/4" <br />7/8" <br />3/4" <br />BOLT DIAM. <br />5/8" <br />N.A. <br />N.A <br />4" (NOMINAL) WALLS <br />A <br />1" <br />N.A. <br />N.A. <br />B <br />1.7/8" <br />1.3/8" <br />1.1/8" <br />6" (NOMINAL) WALLS <br />A <br />1" <br />2.1/4" <br />2" <br />B <br />1.7/8" <br />HOLDOWN @ NEW FOOTING <br />SSTB BOLTS INSTALLATION <br />@ SW @ EXT. FOOTING <br />HUD2/HDU4/HDU8/HDQ8 <br />HOLDOWN <br />w/ SDS2.5 SCREWS <br />(MIN) <br />1 3/4" <br />ANCHOR BOLT <br />PER SIMPSON CATALOGUE <br />NOTE: <br />SIMPSON SET-XP EPOXY ESR-2508 <br />SPECIAL INSPECTION REQUIRED <br />3" <br />MAX <br />EF <br />F <br />E <br />C <br />T <br />I <br />V <br />E <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />SIMPSON <br />HOLDOWN <br />HDU5 <br /> HDU2 <br /> HDU4 <br />SSTB24 <br />SIZES <br />SSTB24 <br />SSTB24 <br />MIN EMBED <br />(le) <br />20 5 <br />8" <br />20 5 <br />8" <br />20 5 <br />8" <br />3" <br />CL <br />R <br />. <br />SECTION E-E <br />1.5 le <br />E <br />E <br />BOTTOM OF SLAB. <br />3" <br />le M <br />I <br />N <br /> <br />1 <br />6 <br />" <br />. <br />CL <br />R <br />. <br />EQ.EQ.MI <br />N <br />. <br />F <br />F <br />le M <br />I <br />N <br /> <br />1 <br />6 <br />" <br />. <br />SECTION F-F <br />1.5 le <br />SSTB BOLTS INSTALLATION <br />@ SW @ INT. FTG/SLAB <br />(2)#4x8'-0" REBAR CONT. <br />T & B (U.N.O.), CENTERED @ "HD" <br />(BEND REBAR @ CORNER) <br />3" <br />CL <br />R <br />. <br />CONCRETE <br />END <br />EXTERIOR <br />FOOTING <br />EDGE OF <br />EXTENDED/ENLARGED <br />EXTERIOR FOOTING. <br />BOTTOM OF <br />EXT. FOOTING <br />CONCRETE STEM/FOOTING WIDTH (8" <br />MIN. FOR 7/8"Ø BOLT, 6" MIN. FOR <br />5/8"Ø BOLT) ENTIRE EMBED. LENGTH. <br />BOTTOM OF <br />EXT. FOOTING <br />EDGE OF DEEPENED <br />SLAB/FTG FOR <br />HOLDOWN @ INT. <br />SHEAR WALL. <br />BOTTOM <br />OF SLAB. <br />FTG WIDTH <br />(13" FOR 7/8"Ø BOLT, <br />9" FOR 5/8"Ø BOLT). <br />HDU8 SSTB28 24 7 <br />8" <br />HDQ8 SSTB28 24 7 <br />8" <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />SD1HOUSE TO PORCH <br />D <br />W <br />2" <br />MI <br />N <br />. <br />PORCH SLAB <br />SLOPE TO DRAIN <br />6" <br />MIN. <br />FINISH <br />GRADE <br />6" <br />MI <br />N <br />. <br />FACE OF STUDS <br />#4 X 24" DOWELS <br />@ 16" O.C. <br />NEW INTERIOR FOOTING <br />TYP. <br />UNLESS NOTED OTHERWISE <br />IN SHEAR WALL SHEDULE <br />EDGE NAILING <br />FOR BOLT INFORMATION <br />SEE DETAIL 1/ SD1, <br />2x P.T.D.F. SILL PL <br />SHEAR WALL PANEL <br />SEE PLAN WHERE <br />OCCURS <br />SLAB ON GRADE <br />2x STUDS @ 16"o.c. <br />UNLESS NOTED <br />PER PLAN <br />OTHERWISE <br />W PER SCHEDULE <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SE <br />E <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />1 <br />/ <br />S <br />D <br />1 <br />3" CLR. <br />3" <br /> <br />C <br />L <br />R <br />. <br />(2)#5 OR (3)#4 REBAR CONT. <br />T & B (U.N.O.). <br />SEE DETAIL 1/SD1 FOR ADDITIONAL INFORMATION. <br />#4 24" X 24" DOWELS <br />@ 36" O.C. <br />9 <br />TYPICAL PAD AT <br />EXT. WALL FOOTING DETAILS <br />SEE DETAIL 1/SD1 FOR ADDITIONAL INFORMATION. <br />CONTINUOUS <br />FOOTING BEYOND <br />PER PLAN <br />SPREAD FOOTING <br />PER PLAN <br />OF INFORMATION <br />SEE DEAIL 1/SD1 <br />PER PLAN <br />SHEAR WALL <br />FOR REMAINDER <br />SLAB ON GRADE <br />PER PLAN <br />FINISH GRADE <br />SEE PLANS <br />8" <br /> <br />M <br />I <br />N <br />. <br />PA <br />D <br /> <br />D <br />E <br />P <br />T <br />H <br />8" <br />MI <br />N <br />. <br />TYPICAL PAD INTERIOR BEARING <br />WALL FOOTING DETAIL <br />PER PLAN <br />SPREAD FOOTING <br />2x STUDS @ 16"o.c. <br />UNLESS NOTED <br />OTHERWISE <br />PER PLAN <br />CONTINUOUS <br />FOOTING BEYOND <br />UNLESS NOTED OTHERWISE <br />IN SHEAR WALL SHEDULE <br />SEE DETAIL 1/SD1 , <br />FOR BOLT INFORMATION <br />2x P.T.D.F. SILL PL <br />SHEAR WALL PANEL <br />EDGE NAILING <br />SEE PLAN WHERE <br />OCCURS <br />SLAB ON GRADE <br />PER PLAN <br />SEE PLANS <br />SP <br />R <br />E <br />A <br />D <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />10 <br />11 <br />3-31-233-31-253/31/273/31/27 <br />4/16/2025 <br />SOIL ENGINEER'S CERTIFICATE: <br />This plan has been reviewed and conforms to recommendations <br />of the soil report prepared for this development.