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4/S3.0 <br />4/S4.0 <br />PONY WALL TO BE SHEATHED PER <br />PLAN <br />SILL PLATE AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. (USE 2x6 <br />P.T. SILL PLATE W/ %" 0 J-BOLTS <br />@ 48" O/C MIN.) <br />18" MIN <br />FT'G PER PLAN <br />4/S3.0 <br />4/S4.0 <br />PONY WALL TO BE SHEATHED <br />PER PLAN <br />AILING TO <br />SILL PLATE AND ANCHOR BOLTS <br />PER SHEARWALL SCHEDULE. (USE <br />2x6 P.T. SILL PLATE W/ %" 0 <br />)N J-BOLTS @ 48" O/C MIN.) <br />JOIST PERPENDICULAR <br />TYP PONY WALL % FOUNDATION WALL CONN <br />JOIST PARALLEL <br />BLOCK BETWEEN JOISTS @ BEARING AND JOIST PER PLAN; <br />TOE NAIL BLOCK TO BEAM W/ 16d @ 8" LAP JOISTS AS REQ'D <br />O/C <br />(2) A34 CLIPS EACH SIDE OR <br />12%12" PLYWOOD GUSSET W/ (6) PLAN PER <br />16d NAILS EA. MEMBER OR PER <br />PLAN <br />POST PER PLAN <br />3M I N <br />9, <br />(2) RPBZ w/ 8 0x399 TITEN HD 1 MIN <br />ANCHOR, & (4) 4"x22" SIDS @ <br />OPPOSING CORNERS <br />=1 I I=1 11=1 11=1 I °" 11=1 11=1 11=1 11= 1' M I N <br />i—III-1 I III —III —I I i—I <br />d <br />3" CLR <br />PER PLAN <br />� TYP CRAW SPACE FRAMING <br />SCALE: 34"=1'-0" <br />POST PER PLAN/SCHEDULE <br />(2-2x MIN) <br />HOLDOWN PER PLAN (HDQ8 SHOWN) <br />ALL —THREAD ROD, <br />DIAMETER AND <br />WEB. STIFFENER. INSTALLED EMBEDMENT PER <br />SNUG FOR 1-JOISTS. NO SCHEDULE <br />STIFFENERS REQ'D FOR SOLID BOTTOM PLATE PER <br />SAWN PLACE 2x6 SQUASH SHEARWALL SCHEDULE <br />BLOCK EA SIDE OF JOIST. <br />WHERE HD DOES NOT LINE UP ZRIM JOIST OR BLOCKING <br />OVER JOIST, USE SQUASH PER PLAN. <br />BLOCK EQUAL TO WIDTH OF HD PRESSURE TREATED <br />POST ABOVE (4x MIN). SILL PLATE PER <br />SHEARWALL <br />SCHEDULE. <br />EMBEDMENT <br />LENGTH STEM WALL AND <br />FOOTING PER PLAN. <br />o a <br />° <br />° ° 4 <br />HOLDOWN INSTALLATION iNTO (E) FOUNDATION <br />TOP PLATE VL�W"Iv v <br />EXISTING FOUNDATION <br />OR PER PLAN <br />A34 CLIP ON BOTH SIDES OF <br />POST (TYP.) <br />SOLID BLOCKING- <br />16d @ EA JOIST. WHERE 3x <br />BOTTOM PLATE IS REQ'D, <br />USE SDS%x4% SCREW. <br />POST PER \ ' <br />PLAN <br />1 st FLOOR <br />JOISTS <br />6 <br />IIII=III III *FIELD VERIFY <br />—1 I Ii i it I Ii i iI I o <br />FROST DEPTH <br />(18" MIN) <br />1=1 11=1 11=1117 <br />* Q 99 lid. III —III —I <br />11- <br />6 <br />„ \*EX. FOOTING <br />*1 <br />(2) NEW POST ON EX. STRIP FT'G w <br />PONY WALL <br />A34 CLIP ON BOTH SIDES OF <br />POST (TYP.) <br />EX. SILL PLATE - <br />NEW FTG PER PLAN <br />SEW CRAWL FOOTING <br />8 NAIL STRAP TO <br />QD--J <br />3"CLR DOUBLE STUDS <br />° I CRAWL GRADE <br />�z <br />UNREINFORCED MASONRY <br />RETAINING WALL MST 72 (SEE <br />HOLDOWN <br />SCHEDULE) CENTER <br />ON SILL PLATE <br />48" <br />MAX. <br />NEW 8 THK CONC. z <br />STEM w/ #4 VERT. w w w a"..12" <br />REINSTATE 4" 'L' BARS @ 12" o/c _ W EXISTING <br />SLAB ON 30" `® B.. CONCRETE WALL <br />GRADE #4 HORZ. BARS o a <br />@ 12" o/c o a (4) 'Ox4" TITEN HD <br />BOLTS (FILL LOWER <br />899 ° a° o SAWCUT EXISTING FT'G 9 a ° <br />< HOLES) <br />$ a <br />AS REQ. 1 —8 MIN. w <br />99 �" 9, U.N.O. ON THE <br />3 ° [ <br />CLR 3 —2 PLANS <br />REINFORCED RETAINING WALL HOEDOWN PE I ROF I T <br />a <br />SECURE EA, TOP A35 CLIPS <br />w/ (12) #6 PANHEAD <br />SCREWS <br />TOP PLATE TO ALIGN <br />w/ (N) OR (E) JOIST <br />SHEARWALL EDGE <br />NAILING TO SILL PLATE <br />A35 CLIP TO MATCH LTP4 <br />SPACING (SEE SHEARWALL <br />PRESSURE TREATED SILL <br />SCHEDULE) <br />PLATE PER SHEARWALL <br />SCHEDULE; ANCHOR t <br />BOLT PER SHEARWALL <br />SHEARWALL <br />SCHEDULE (MIN) i <br />PER PLAN <br />1 4" MIN. <br />SHEARWALL EDGE <br />NAILING TO SILL <br />PLATE <br />SCALE: Y4"=1'-0" <br />NEW CONCRETE <br />RETAINING WALL PER <br />PLANS <br />U <br />CRACK SEALED <br />SECURED w <br />STRUCTURP <br />INJECTION REST <br />SAWCUT LOSE <br />DAMAGED CONCREI <br />[12x12" MAX <br />(2) #3 DOWELS PE <br />FACE. 14" LG.; SECUF <br />TO CENTER OF (E <br />WALL w/ SET-3 <br />EPDXY [4" EMBED.] <br />CONCRETE REPAIR <br />POST PER PLAN <br />/—SOLID BLOCKING <br />EMBEDDED SIMPSON "PB" <br />POST BASE, OR PER PLAN <br />(INSTALL PER MFR) <br />SCALE: 4"=1'-O" <br />ROUGHEN SAWCUT <br />SURFACE TO 4" <br />AMPLITUDE & <br />APPLY SIKADOR 32 <br />EPDXY BONDING <br />AGENT (OR EQUAL) <br />TO CONCRETE <br />SURFACE PRIOR TO <br />PLACING INFILL <br />CONCRETE. <br />(E) FT'G <br />16d @ EA BLOCK AND @ 12" O/C <br />INTO RIM. WHERE 3x BOTTOM PLATE IS <br />REQ'D, USE SDS y4x4 % SCREWS <br />SHEARWALL EDGE NAILING TO <br />/BOTTOM PLATE <br />C W <br />SHEARWALL EDGE NAILING TO A34 CLIPS TO MATCH BLOCKING @ 48" 0 <br />A34 CLIPS 10 MATCH BOTTOM PLATE LTP4 SPACING (SEE / / <br />LTP4 SPACING (SEE SHEARWALL SCHEDULE)�L <br />/(3) 10d NAILS <br />SHEARWALL SCHEDULE) <br />PRESSURE TREATED <br />PRESSURE TREATED JOISTS PER PLAN SILL PLATE PER <br />SILL PLATE PER La SHEARWALL SCHEDULE. <br />SHEARWALL SCHEDULE <br />6" URFP TO MATCH ANCHOR 6" JOISTS PER PLAN <br />BOLT SPACING (SEE 1 Ell <br />_ �URFP TO MATCH ANCHOR BOLT <br />-111 11=1 <br />=I II I� i iI I (i i ilili SHEARWALL SCHEDULE) =1I I —III —III SPACING (SEE SHEARWALL SCHEDULE) <br />�i1®1ii=1 ° <br />( <br />(E) CONC. FOUNDATION WALL E) CONC, FOUNDATION WALL <br />JOISTS PERPENDICULAR JOISTS PARALLEL <br />�11� EXTL WALL/FOUNDATION CONNECTION APPLICABLE FOR ALL SHEARWALLS <br />16d @ EA JOIST. WHERE 3x <br />BOTTOM PLATE IS REQ'D, <br />USE SDS%4x4% SCREW. <br />STRAP SPLICE <br />SCALE: %"=1'-0 <br />;TRAP PER PLAN <br />)OUBLE STUD <br />;TRAP PER PLAN; CONN. <br />0 STEM WALL PER <br />iOLDOWN SCHEDULE <br />® <br />C\j <br />C\j <br />o <br />6 <br />U-J <br />a� <br />r� <br />C0 <br />U <br />m <br />0 <br />z <br />0 <br />0 <br />p <br />cv <br />o <br />N <br />0 <br />6 <br />0 <br />O <br />UJ <br />c) <br />c\l <br />U-i <br />® <br />L <br />u <br />> <br />ELI <br />Lu <br />o <br />(y) <br />z <br />CLI <br />Lu <br />Lu <br />LLJ <br />W <br />5/13/2022 <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 05-1 1-2022 <br />SDA JOB NO. <br />9303 <br />STRUCTURAL <br />DETAILS <br />S-2,.O <br />