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SQUARE PLATE WASHERS PER THE SCHEDULE ON SHEET S-0 ARE REQ'D AT ALL AB'S <br />RECOMMENDS OTHERWISE. ALSO, EXTEND FOOTING AT FIR-OUT ARCHITECTURAL <br />EXTEND FOOTING AT VENEER (BRICK, ROCK, ETC.) UNLESS VENEER MANUFACTURER <br />ELEMENTS U.N.O. ON PLAN. <br />7. <br />6. <br />PROPERLY INSTALL REQUIRED PLATE WASHERS AND SECURE NUTS. <br />ALL ANCHOR BOLTS SHALL HAVE SUFFICIENT HEIGHT OVER TOP OF SILL PLATE TO <br />REFER TO DETAIL 6/S3 FOR INSTALLATION REQUIREMENTS FOR ANCHOR BOLTS. <br />WHERE SPLIT BY SHOT PINS, PLUMBING, OVER-TIGHTENED NUTS, FAULTY/PROTRUDING <br />CRACKED OR SPLITTING SILL PLATES ARE NOT PERMITTED. REPLACE SILL PLATES <br />THE MAXIMUM HOLE THROUGH THE SILL PLATE FOR ANCHOR BOLTS SHALL BE 1/16" <br />REFER TO FOUNDATION/SLAB PLAN AND ANCHOR BOLT SCHEDULE FOR LOCATIONS <br />USE MINIMUM 12" LONG ANCHOR BOLTS WHERE 3X SILL PLATES OCCUR. <br />USE MINIMUM 10" LONG ANCHOR BOLTS WHERE 2X SILL PLATES OCCUR. <br />CONCRETE SLAB, ETC. <br />LARGER THAN THE A.B. DIAMETER. <br />OF 3X SILL PLATES. <br />4. <br />5. <br />3. <br />2. <br />1. <br />BA <br />BOLT DIAM. <br />5/8" <br />7/8" <br />3/4" <br />7" <br /> <br />M <br />I <br />N <br />. <br />TYPICAL ANCHOR BOLT DETAIL <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 />A = MIN. EDGE DISTANCE <br />FROM SILL PLATE TO BOLT C.L. <br />1.3/8" <br />1.1/8" <br />6" (NOMINAL) WALLS <br />A <br />1" <br />2.3/4" <br />2" <br />B <br />1.7/8" <br />FROM SLAB EDGE TO BOLT C.L. <br />B = MIN. EDGE DISTANCE <br />FOR HDU (OR SIMILAR) WITH SCREWS INTO WOOD EDGE POST.8. <br />USED SDS 1/4"x2 1/2". <br />EXTERIOR FOOTING <br />- <br />1. PROVIDE SHEAR WALL EDGE NAIL TO <br /> MEMBERS ATTACHED TO HOLDOWNS. <br />2. REFER TO "SIMP." HOLDOWN SCHEDULE <br /> FOR SPECIFIC POST SIZE, BOLT SIZE, <br /> DIST. TO CENTER OF HOLDOWN BOLT, <br /> MIN. EMBED. FOR HOLDOWN BOLT, ETC. <br />NOTES: <br />4. CONTRACTOR SHALL DEEPEN FOOTINGS <br /> AS REQUIRED TO PROVIDE 3" MIN. <br /> CONCRETE COVER BENEATH EACH <br /> HOLDOWN BOLT. <br />3. REFER TO HOLDOWN SCHEDULE FOR <br /> OTHER HOLDOWNS NOT SPECIFIED <br /> IN THIS DETAIL. <br />CORNER INTERIOR <br />1' - 0" MAX <br />5/8" DIA. BOLT <br />FOR HDU2 & HDU5 <br />P.T.D.F. <br />SILL PLATE <br />FOUNDATION <br />1-5/16" HDU <br />"SIMP." HDU2 W/ <br />6 - SDS 1/4" X 2_1/2" <br />"SIMP." HDU5 W/ <br />14 - SDS 1/4" X 2_1/2" <br />2 - 2x - HDU2 <br />2 - 2x - HDU5 <br />2 - 2x - HDU2 <br />2 - 2x - HDU5COUNTERSINK <br />BOLTS AS <br />REQUIRED <br />- <br />NOTE: <br />- CONCRETE PAD: <br />F'c= 2500 PSI (MIN) <br />CONNECTION HOUSE-LANDING <br />REINF. @ INTERSECTION & CORNER <br />HD AT (E) FOOTING/OR MISSING HD <br />SHEAR NAILING <br />PER PLAN <br />STUD WALL (2x4/2x6) <br />D DENOTES MIN. DEPTH <br />BELOW NATURAL GRADE <br />STRY. W D <br />ONE 12" 18" <br />TWO 15" 18"W <br />D <br />4" <br />8" <br />1"-6" (MIN) <br />3" <br /> <br />C <br />L <br />R <br />CRUSHED ROCK <br />2 - #4 CONT. AT TOP + <br />2 - #4 CONT. AT BOTTOM <br />2" CLEAN DAMP SAND o/ <br />15 MIL VAPOR BARRIER <br />4" CONC. SLAB W/ <br />#4 @ 16" O.C.E.W. <br />NATURAL GRADE <br />#4 FOUNDATION TIES AT <br />16" O.C. REQ'D. AT TWO <br />POUR FOUNDATIONS <br />4" CONC. SLAB W/ <br />#4 @ 16" O.C.E.W. <br />1"-6" (MIN) <br />NATURAL GRADE <br />2 #4 CONT. AT TOP + <br />2 - #4 CONT. AT BOTTOM <br />2" CLEAN DAMP SAND o/ <br />15 MIL VAPOR BARRIER <br />CRUSHED ROCK <br />W <br />W DSTRY. <br />D DENOTES MIN. DEPTH <br />BELOW NATURAL GRADE <br />TWO <br />ONE <br />15" 18" <br />12" 18" <br />#4 FOUNDATION TIES AT <br />16" O.C. <br />SHEAR NAILING <br />PER PLAN <br />STUD WALL (2x4/2x6) <br />D <br />4" <br />4" <br />E.N.4" CONC. SLAB W/ <br />6 x 6 - #10 / #10 W.W.M. <br />PE <br />R <br />PL <br />A <br />N <br />EXPANSION JOINT MAT'L.3" <br />2X P.T.D.F. SILL PLATE <br />W/ 5/8"ØAB (PER AB SCHEDULE). <br />5/8" DIA. X 7" MIN A.B. @ 48" <br />O.C. OR PER SW SCHEDULE <br />TIE BEAM DETAIL <br />POST-PAD AT PORCH <br />INTERIOR FOOTING <br />6SEE NOTE <br />* 54 BAR DIAM. #10 THRU #11 <br />* 40 BAR DIAM. #8 THRU #9 <br />* 30 BAR DIAM. #5 THRU #7 <br />NOTES: <br />CONDITION WHERE <br />BARS OCCUR ON <br />SAME PLAN. <br />TOGETHER. <br />1.1/2 CLEAR OR BARS MAY <br />BE IN CONTACT IF WIRED <br />D/2 <br />HOOK <br />D/2 <br />2.1/2" MIN. <br />d <br />1 <br />D/2 <br />12 <br />" <br />D = BEND DIAMETER <br />6" FOR #3 THRU #8 <br />8" FOR #9 THRU #11 <br />d <br /> <br /> <br /> <br />DOUBLE LAYER INTERSECTION & CORNER <br />L = 30 BAR DIAM. MIN. IN CONCRETE. <br />40 BAR DIAM. MIN. IN MASONRY. <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br /> <br /> <br /> <br /> <br />REINF. MAY BE CONT. OR <br />ADD BARS SAME SIZE & SPACING <br />AS WALL/FOOTING REINF. <br />SINGLE LAYER INTERSECTION & CORNER <br />L <br />L L <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br />L <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br />HOLD DOWN DETAIL <br />* SEE DETAIL 1 FOR MORE INFORMATION. <br />* SEE DETAIL 1 FOR MORE INFORMATION. <br />* SEE DETAIL 1 FOR MORE INFORMATION. <br />CONC. SLAB @ PORCH & HOUSE <br />18 <br />" <br /> <br />M <br />I <br />N <br />CONT. 2#4 REBAR <br />TOP & BOTTOM. <br />12" <br />3" <br />CONCRETE SLAB <br />(SEE PLAN). <br />3/8" EXPANSION JOINT <br />W/ JOINT FILLER <br />#3 TIE @ 24" O.C. <br />24 <br />" <br /> <br />D <br />E <br />P <br />T <br />H <br />12 <br />" <br /> <br />( <br />M <br />I <br />N <br />) <br />SEE PLAN (24" S.Q. MIN) <br />3" TYP. <br />18" S.Q. MIN <br />CONCRETE PEDESTAL <br />W/ (8) #4 VERT. BARS EMBED <br />INTO FOOTING W/ STANDARD <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />( <br />2 <br />4 <br />" <br /> <br />S <br />. <br />Q <br />. <br /> <br />M <br />I <br />N <br />) <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />( <br />1 <br />8 <br />" <br /> <br />S <br />. <br />Q <br />. <br /> <br />M <br />I <br />N <br />) <br />(SQUARE & DIAMONDSIMP. MPBZ EMBED INTO CONCRETE <br />(REFER MANUFACTURE) <br />CONCRETE SLAB <br />(SEE PLAN) <br /> SHAPED TIES) <br />HOOKS. PROVIDE <br />#4 TIES @ 8" O.C. MIN. <br />POST PER PLAN (6X6) <br />PLAN VIEW <br />SECTION VIEW <br />TYPICAL PAD FOOTING <br />HOLDOWN ROD Ø le <br />HDU2 5/8" 10" <br />HDU4 5/8" 10" <br />HDU5 7/8" 12" <br />POST PER PLAN. <br />NOTES: <br />USE SIMPSON SET XP EPOXY-TIE <br />ADHESIVE SYSTEM. <br />APPROVALS: ICC-ESR-#2508 <br />REFER TO ICC AND <br />MANUFACTURER's SPECS. FOR <br />INSTALLATION PROCEDURES. <br />SPECIAL INSPECTION IS <br />REQUIRED DURING ALL <br />INSTALLATION. <br />MIN. CONC. STRENGTH, <br />f'c= 2500 psi (Min) <br />CONCTRACTOR SHALL SPECIFY <br />OVERALL LENGTH OF ANCHOR. <br /> - <br /> - <br /> - <br /> - <br />1 3/4" MIN. <br />2 3/4"MIN. W/ HU5 <br />le <br />NEW HOLDOWN <br />SEE TABLE. <br />3" <br /> <br />M <br />i <br />n <br />APPLICATION AT SHEAR WALL - <br />TYPE 6, 4 & 3. <br />REPLACEMENT ANCHORS FOR MISSING ANCHOR BOLT <br />SIMPSON SET-XP-EXPOXY ADHESIVE WITH A307 GRADE <br />GRADE C ANCHORS 1-POUR OR 2-POUR W/DOWEL <br />(ICC ESR #2508) <br />2 <br />1 2" <br />2 1/2" THK. MIN. DRY PACKED NON-SHRINK <br />GROUT ALL AROUND. SURFACE IN CONTACT <br />WITH GROUT SHALL BE CLEANED, FREE OF <br />GREASE AND LAITANCE. <br />2 <br />1 2" <br />MIN. 3" CONC./NON-SHRINK <br />GROUT COVER ALL AROUND FOR <br />ALL METAL PARTS. <br />HOT-DIPPED <br />GALVANIZED WASHER. <br />2"x2"x1/4" <br />THREADED ROD (THRU BOLT) W/ HEAVY <br /> HEX NUT TACK WELDED TO PLATE WASHER. <br /> - <br />(E) FOOTING <br />9" <br /> <br />M <br />i <br />n <br />BOX COLUMN FOOTING <br />HOLD DOWN DETAIL <br />5/8"Ø SSTB20 <br />5/8"Ø SSTB16 <br />ANCHOR BOLT "SSTB" <br />7/8"Ø SSTB28 <br />5/8"Ø SSTB24 <br />SCHEDULE : <br />HDU4 <br />HDU2 <br />TYPE <br />6-SDS 1/4"X2 1/2" <br />BOLTS TO POST <br />HDU8 <br />HDU5 <br />16-5/8" <br />12-5/8" <br />le <br />24-7/8" <br />20-5/8" <br />4X4 POST ( MIN.) <br />CONC. FTG. <br />SIMPSON HOLDOWN <br />PER MANF. SPECIFICATION <br />HTT4, HTT5 32-16d SINKERS 5/8"Ø SSTB24 20-5/8" <br />de <br />1 3/4" <br />1 3/4" <br />1 3/4" <br />1 3/4" <br />1 3/4" <br />CONC. FOOTING <br />4X4 POST MIN. <br />HOLDOWN PER PLAN <br />SSTB <br />2X D MIN. <br />SSTB <br />DEEPEN FTG. AS REQ'D <br />HDQ8 7/8"Ø SSTB28 24-7/8"1 3/4" <br />4X4 POST ( MIN.) <br />SIMPSON HOLDOWN <br />PER MANF. SPECIFICATION <br />CONC. FTG. <br />10-SDS 1/4"X2 1/2" <br />14-SDS 1/4"X2 1/2" <br />20-SDS 1/4"X2 1/2" <br />20-SDS 1/4"X3" <br />* SEE DETAIL 1 FOR MORE INFORMATION. <br />SW WHERE OCCURS <br />P.T.D.F. SILL PLATE <br />W/5/8" A.B. @ 48" O.C. MAX <br />18 <br />" <br /> <br />M <br />I <br />N <br />SE <br />E <br /> <br />F <br />O <br />U <br />N <br />D <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />#4 @ 16" O.C. <br />ALT. BENT 3' INTO <br />SLAB WHERE TWO <br />POUR OCCURS <br />12" MIN <br />SEE FOUND. SCHED. <br />3" <br />STUD WALL <br />N.G. OR APPROVED <br />COMPACTED FILL <br />(2) #4 AT TOP AND <br />(2) #4 AT BOTTOM <br />TIE BEAM <br />WHERE REQ'D <br />2" CLR. <br />3" MIN., TYP. <br />VA <br />R <br />I <br />E <br />S <br />(6 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />(1 <br />2 <br />" <br /> <br />M <br />A <br />X <br />) <br />P.T.D.F. SILL W/ <br />MIN. (2)-5/8" A.B. <br />F.F. ELEVATION <br />@ EACH CORNER <br />D <br />P <br />E <br />R <br />SC <br />H <br />E <br />D <br />. <br />PAD REBAR PER <br />SCHEDULE <br />N.G. <br />F.G. <br />8" <br />MI <br />N <br />. <br />FRAMED BOX <br />COLUMN <br />#4 VERTICAL <br />4" CONC. SLAB W/ <br />#4 @ 16" O.C.E.W. <br />NATURAL GRADE <br />2" CLEAN DAMP SAND o/ <br />VAPOR BARRIER <br />3" CLR <br />POST (4x4/4x6/6x6) <br />PE <br />R <br />PL <br />A <br />N <br />4" <br />CRUSHED <br />ROCK <br />EQ.EQ. <br />PER PLAN <br />REINF. PER PLAN <br />CONTINUOUS FOOTING REINF. <br />CONTINUOUS FTG. BEYOND <br />WHERE OCCURS <br />* SEE DETAIL 1 FOR MORE INFORMATION. <br />CONT. FOOTING <br />EXPANSION JOINT MAT'L. <br />3" CONC. LANDING <br />W/#3 @ 18" O.C.E.W. <br />(SEE PLAN FOR DIMENSION). <br />CONC. SLAB <br />(SEE DETAIL 1/S3)N.G. OR <br />APPROVED <br />COMPACTED FILL <br />- <br />* SEE HOLD DOWN SCHEDULE ON S-0 MORE INFORMATION. <br />MODEL HD <br />HDU2 <br />HDU4 <br />HDU5 <br />HDU8 <br />SSTB16 <br />SSTB20 <br />SSTB24 <br />MIDWALL/ CORNER <br />SSTB20 <br />SB5/8X24 <br />SB5/8X24 <br />GARAGE CURB <br />SLAB-ON GRADE <br />SSTB28 SSTB28 <br />A <br />A <br />CONC. SLAB. <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />' <br />T <br />1112 W 6TH ST, <br />SANTA ANA, CA 92703 <br />TEL.: ( ) - <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />1 <br />2 <br /> <br />W <br /> <br />6 <br />T <br />H <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 />3 <br />A 10.28.2024 PLAN CHECK+CLIENT REV. <br />S-3 <br />STRUCTURAL DETAILS <br />11/3/2024 3:58:09 PM