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DESCRIPTIONREV.DATE <br />STAMP: <br />SHEET TITLE: <br />SHEET NUMBER: <br />AD <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />PROJECT: <br />80 <br />5 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />1 PC1 01-17-2026 <br />FOUNDATION <br /> DETAILS <br />SD.1 <br />STUD WALL <br />SIMPSON PHNW SERIES <br />0.145Ø PINS @ 16" O.C. <br />INSTALLED IN ACCORDANCE <br />WITH ICC ESR - 2138 <br />NON - BEARING INTERIOR WALL <br />SLAB PER PLAN <br />3 <br />2 <br />1 <br />5 <br />le <br />le <br />6" <br />MIN. <br />6" <br />MIN. <br />3" <br />CL <br />R <br />TY <br />P <br />. <br />EXTERIOR <br />NEW HOLDOWN, PER TABLE. <br />THREADED ROD (THRU BOLT) <br />W/ HEAVY HEX NUT TACK <br />WELDED TO PLATE WASHER. <br />SEE SCHEDULE FOR PLATE <br />SIZE. ALT. TO TACK WELDING <br />APPLY DOUBLE HEX NUTS TO <br />SECURE PLATE WASHER. <br />NOTCH CONC. ALONG FTG. LENGTH TO 6" MAX. <br />EA. SIDE OF HOLDOWN/ ROD. DO NOT CUT FTG. <br />HORIZ. REINF. SOLID GROUT, WITHOUT ANY VOID, <br />WITH HIGH STRENGTH NON-SHRINK <br />GROUT W/ f'c=5000 psi MIN. CONT. SPECIAL <br />INSPECTION IS REQUIRED. <br />THREADED ROD (THRU BOLT) W/ HEAVY HEX NUT <br />TACK WELDED TO PLATE WASHER. SEE SCHEDULE <br />FOR PLATE SIZE. ALT. TO TACK WELDING APPLY <br />DOUBLE HEX NUTS TO SECURE PLATE WASHER. <br />2 1/2" THK. MIN. DRY PACKED <br />NON-SHRINK GROUT ALL AROUND. <br />SURFACE IN CONTACT WITH GROUT <br />SHALL BE CLEANED, FREE OF <br />GREASE AND LAITANCE. <br />PROVIDE MIN. 3" CONC./NON-SHRINK <br />GROUT COVER ALL AROUND <br />FOR ALL METAL PARTS. <br />THREADED ROD (THRU BOLT) W/ HEAVY HEX <br />NUT TACK WELDED TO PLATE WASHER. <br />SEE SCHEDULE FOR PLATE SIZE. ALT. TO <br />TACK WELDING APPLY DOUBLE HEX NUTS <br />TO SECURE PLATE WASHER. <br />NOTCH CONC. ALONG FTG. LENGTH <br />TO 6" MAX. EA. SIDE OF HOLDOWN/ ROD. <br />DO NOT CUT FTG. HORIZ. REINF. SOLID GROUT, <br />WITHOUT ANY VOID, WITH HIGH STRENGTH <br />NON-SHRINK GROUT W/ f'c=5000 psi MIN. <br />CONT. SPECIAL INSPECTION IS REQUIRED. <br />BOLT THROUGH FTG. BOTT. <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 />MULTI-STUD <br />OR POST PER PLAN <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 />HOLDOWN RETROFIT DETAIL <br />INTERIOR <br />HDU2 & HDU5 2 1/2" SQ.x1/4"18" <br />HDU8 <br />HDU 11 <br />5/8" Ø <br />7/8" Ø <br />1" Ø <br />3 1/4" SQ.x3/8" <br />4" SQ.x3/8" <br />18" <br />24" <br />IeASTM-A36 ROD Ø A36 PLATE <br />WASHERHD. REPLACE <br />EQ.EQ. <br />EMBED. <br />4" <br />5 1/4" <br />BOLT SIZE <br />1/2"Ø <br />5/8"Ø <br />EMBED. <br />2", 2X4 WALL <br />3 1/2", 2X6 WALL <br />EMBED. <br />PLATE WASHER <br />PER NAILING & HARDWARE <br />NOTES ON S-0 SHEETS. <br />PLATE WASHER <br />PER NAILING & HARDWARE <br />NOTES ON S-0 SHEETS. <br />PERIODIC SPECIAL INSPECTION IS <br />REQUIRED FOR ANCHOR INSTALLATION. <br />ANCHOR BOLT TO EXISTING FOOTING <br />(2)1/2"Ø SIMPSON TITEN HD (ICC ESR#2713) OR <br />ANCHOR BOLTS PER SCHEDULE W/SIMPSON SET - 3G <br />(ICC ESR#4057). THE SPACING PER SHEARWALL <br />SCHEDULE ON PLAN <br />7 <br />8 STANDARD HOOKS AND BENDS <br />D <br />12 <br />d <br />D <br />D D45° <br />45°90°4d OR <br />2 1/2" MIN <br />180° <br />D= 6d FOR #3 THRU #8 <br />D= 8d FOR #9, #10 AND #11 <br />D= 10d FOR #14 AND #18 <br />ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS <br />D <br />D <br />6d <br /> <br />O <br />R <br />3' <br /> <br />M <br />I <br />N <br />. <br />d <br />180° <br />D <br />D <br />d <br />135° <br />6d O <br />R3' M <br />I <br />N <br />. <br />D <br />D <br />d <br />12d <br />90° <br />STIRRUP STIRRUP OR TIE <br />D= 4d FOR #3, #4 AND #5 <br />D= 6d FOR #6, #7 AND #8 <br />d <br />135° <br />6d <br /> <br />O <br />R <br />3' <br /> <br />M <br />I <br />N <br />. <br />D D <br />90° <br />6d O <br />R <br />3' M <br />I <br />N <br />. <br />d <br />180°90° <br />D D <br />6d <br /> <br />O <br />R <br />3' <br /> <br />M <br />I <br />N <br />. <br />6d OR <br />3' MIN. <br />BEAM OR COLUMN CROSSTIES <br />BEAM STIRRUPS AND COLUMN TIES <br />NOTES: <br />TIES AND CROSSTIES FOR SHEARWALL <br />BOUNDARY ELEMENTS SHALL BE DETAILED AS <br />COLUMN TIES/CROSSTIES <br />TYPICAL EXTERIOR FOOTING <br />8" <br />DE <br />P <br />T <br />H <br /> <br />= <br /> <br />2 <br />4 <br />" <br />SHEARWALL <br />WHERE OCCURS <br />PER PLAN <br />2X STUDS <br />PER PLAN <br />MI <br />N <br />N.G. <br />E.N. <br />CONT. G.I. WEEP <br />SCREED TYP. <br />(26 GAGE MIN) <br />E.N. <br />2- #5 <br />OR 3- #4 <br />T&B <br />5" CONC. SLAB ON GRADE PER PLAN <br />W/ #4 REBARS @ 18"O.C. EW. <br />OVER 4” BASE OF ½” OR LARGER CLEAN <br />AGGREGATE WITH 10 MIL VAPOR RETARDER <br />OVER 90% COMPACTED FILL. <br />REINFORCEMENT TO BE PLACED AT CENTER <br />OF SLAB <br />12" <br />7" EMBEDMENT MIN. <br />24" LAP SPLICE <br />DOWELS #4 @ 16" O.C. MIN. <br />(OMITTED FOR MONO POUR) <br />2X P.T. SILL PLATE (U.N.O) W/ A.B. <br />PER NAILING & HARDWARE <br />NOTES, SHEET S-0 <br />3" <br />CL <br />R <br />. <br />FOOTING/GRADE BEAM REINF. @CORNER <br />STANDARD HOOK. TYP. <br />FOOTING/ GRADE BEAM <br />CORNER REBAR. TYP. <br />CLASS "B" LAP SPLICE <br />STANDARD <br />HOOK. <br />NOTES: <br />1. SEE TYP. DETAIL FOR REINFORCING IN STEM WALL <br />2. ONLY CORNER REBAR SHOWN ON THIS DETAIL.TERMINATE <br />REMAINING REBAR WITH STANDARD HOOK. <br />NOTES: <br />1.REFER TO DETAIL 1/SD.1 FOR ADDITIONAL INFORMATION. <br />2.UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE SECURED IN POSITION PRIOR TO PLACING FOUNDATION CONCRETE. <br />3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING THE REQUIRED LENGTHS OF REINFORCEMENT BARS, <br />TAKING INTO ACCOUNT ALL CONDITIONS SHOWN ON THE DRAWINGS AS WELL AS THE MEANS AND METHODS OF <br />CONSTRUCTION TO BE USED. <br />INTERIOR CONDITION <br />EXTERIOR CONDITION <br />3" <br />TO <br />T <br />A <br />L <br /> <br />B <br />O <br />L <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />3" <br />1/2" GAP AT INSTALLATION <br />OF "HDU". RETIGHTEN BOLT <br />IMMEDIATELY PRIOR TO <br />COVERING OF WALL <br />EQ.EQ. <br />MIN. SQ PAD <br />PER SCHEDULE <br />TO <br />T <br />A <br />L <br /> <br />B <br />O <br />L <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />3" <br />EQ.EQ. <br />5" <br />Le <br />A.B. <br />EMBED. Le <br />SIMPSON <br />PRE-ASSEMBLED <br />ANCHOR BOLT <br />7"PAB5 <br />8"PAB5 <br />11"PAB7 <br />14"PAB8 <br />14"PAB8 <br />16"PAB10 <br />CL <br />R <br />TYPICAL HOLDOWN DETAIL <br />HD19 <br />HDU14 <br />HDU11 <br />HDU8 <br />HDU5 <br />HDU2 <br />1-1/4" <br />1" <br />1" <br />7/8" <br />5/8" <br />5/8" <br />HOLDOWN <br />TYPE <br />A.B. <br />DIAMETER <br />SIMPSON <br />HOLDOWN <br />5" <br />Le <br />℄ <br />MIN. SQ PAD <br />PER SCHEDULE <br />℄ <br />WOOD POST PER PLAN <br />WOOD POST PER PLAN <br />SIMPSON HOLDOWN <br />MIN. PAD SIZE <br />CL <br />R <br />2'-0" SQ. w/(3) #4 E.W <br />2'-0" SQ. w/(3) #4 E.W <br />2'-6" SQ. w/(4) #4 E.W <br />3'-0" SQ. w/(4) #4 E.W <br />3'-0" SQ. w/(4) #4 E.W <br />3'-6" SQ. w/(5) #4 E.W <br />ADD'L BARS <br />@ CENTER OF HD <br />- <br /> - <br />(1)#4 @ T&B (L=6FT) <br />(1)#4 @ T&B (L=6FT) <br />(1)#5 @ T&B (L=6FT) <br />(1)#5 @ T&B (L=8FT) <br />1 <br />3 <br />/ <br />4 <br />" <br />TO <br /> <br />2 <br />" <br />EXISTING FOUNDATION <br />MIN. 6" EMBEDMENT OF <br />DOWELS INTO EXISTING <br />CONCRETE W/ SIMPSON SET-3G <br />, ESR #4057. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />CL <br />R <br />. <br />TY <br />P <br />. <br />NEW FOOTING PER PLAN <br />EXISTING FOUNDATION <br />MIN. 6" EMBEDMENT OF <br />DOWELS INTO EXISTING <br />CONCRETE W/ SIMPSON SET-3G <br />, ESR #4057. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />NEW SLAB PER PLAN <br />2#4 DOWELS @ T&B <br />OVERLAP MIN. 24" <br />#4 DOWELS @ 18" O.C. BENT <br />AS SHOWN IN FOOTING & <br />OVERLAP MIN. 24" AS SHOWN <br />IN SLAB <br />ADDITION OF FTN'G./SLAB AT EXISTING FOUNDATION <br />3" <br />1 <br />3 <br />/ <br />4 <br />" <br />TO <br /> <br />2 <br />" <br />24" <br />COND. B <br />COND. A <br />1 <br />1 <br />1 <br />ENGINEER OF RECORD: <br />VENKATA ROHIT GRANDHI, P.E <br />7823 Boxwood Ct, <br />Highland, CA 92346 <br />rohith.grandi@gmail.com <br />09/04/202012/14/202401.18.2026