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° <br />42 DIA. II <br />2'-0" MIN. d it <br />II <br />?I� <br />� 1 <br />II <br />a d . ° ;. <br />g--- = 8 - _�_— ==-4_= <br />°. d. d 1 <br />42 DIA. <br />2'-0" MIN. <br />CORNER BAR SAME SIZE & <br />SPACING AS HORIZ. WALL REINF. <br />z-�---a <br />42 DIA. 42 DIA. <br />0" M 2'—IN. 2'-0" MIN. <br />ALTERNATE BAR <br />DIRECTION <br />II <br />I <br />dI <br />II <br />I� <br />I <br />42 DIA. <br />2'-0" MIN <br />CORNER REINFORCEMENT DETAILS <br />30" MI <br />REBAR <br />LENGTI- <br />CLEAR SPAN <br />17 MAXIMUM <br />ONE #4 REBAR <br />IN SHEAR CONE <br />(12" MIN. REBAR <br />LENGTH) <br />FROM CORNER <br />R M JO ST 'STH D' INSTALLATION <br />WITHOUT RIMJOIST SIMILAR <br />BEAM PER PLAN <br />SIMPSON "AC" CAP EA SOLID BLOCKING IN EACH <br />SIDE OR 12"x12" PLYWOOD JOIST BAY <br />GUSSET W/ (6) 16d NAILS POST PER PLAN <br />EA. MEMBER OR PER PLAN <br />SIMPSON AB POST <br />STRIP FOOTING PER BASE OR EQUIVALENT <br />PLAN REINFORCEMENT <br />PER SCHEDULE <br />SURE TREATED POST <br />PLAN <br />�APSON AB POST BASE OR <br />)UIVALENT <br />0 CONCRETE COLUMN w/ (4) <br />BARS EQUALLY SPACED & #3 <br />® 6" o.c. HOOK VERTS TO <br />TING AS SHOWN. <br />FOOTING PER PLAN <br />POST TO FOOTING <br />SOLATED POST BASE <br />CONNECTION <br />ELEVATION VIEW <br />'H DU (FVG)' <br />RIM JOIST PEF <br />1Y4" MIN <br />POST PER PLAN/ <br />SCHEDULE (2-2x MIN) <br />HOLDOWN PER PLAN <br />ALL —THREAD ROD, <br />DIAMETER AND <br />EMBEDMENT PER <br />SCHEDULE <br />PRESSURE TREATED <br />SILL PLATE PER <br />SHEARWALL SCHEDULE <br />STEM WALL PER <br />FOUNDATION SCHEDULE <br />FOOTING PER PLAN <br />N STALLAT ON <br />2x HF#2 LEDGER PER PLAN <br />(DEPTH TO MATCH JOISTS) <br />(2) SDWS22400 SCREWS AT <br />SPACING SHOWN <br />6"--- <br />JOIST AND <br />HANGER PER <br />PLAN <br />Q <br />CENTER FOOTING ON <br />WALL, VERIFY <br />MINIMUM DISTANCES <br />FOR HOLDOWN ARE <br />MET. <br />-F <br />2F <br />SECTION VIEW <br />N <br />FASTENER SPACING <br />30" mir <br />REBAR <br />LENGTH <br />ONE #4 REBAR <br />IN SHEAR CONE <br />(12" MIN. REBAR <br />LENGTH) <br />FROM rCORNER <br />'STH D' INSTALLATION <br />WALL PER PLAN <br />SILL PLATE AND ANCHOR <br />BOLTS PER SHEARWALL <br />SCHEDULE. (USE 2x6 P.T. <br />SILL PLATE W/ 5/8" 0 <br />J—BOLTS @ 48" O/C MIN.) <br />SHEARWALL EDGE NAILING <br />INTO SILL PLATE <br />6" <br />(2) LAYERS OF 90# <br />FELT OR EQUIVALENT <br />fv <br />` SLAB PER PLAN <br />d d <br />�. I •. . <br />Id �8" WALL w/ #4 <br />I e BARS @ 18" o/c <br />EACH WAY. (2) #4 <br />BARS ® TOP. HOOK <br />VERTICAL BARS INTO <br />FOOTING — <br />4, ALTERNATE HOOK <br />DIRECTION. <br />4" 0 PERFORATED PLASTIC PIPE J F--16" (2) # 4 (TYP) <br />CENTER IN ONE CUBIC FOOT OF <br />FREE DRAINING GRAVEL AND <br />DRAIN TO APPROVED OUTFALL. <br />)FNDN�SHEARWALL �CONN. <br />WEB STIFFENER - <br />INSTALLED SNUG <br />FOR I —JOISTS. NO <br />STIFFENERS REQ'D <br />FOR SOLID SAWN. <br />PLACE 2x6 SQUASH <br />BLOCK EA SIDE OF <br />JOIST. WHERE HD <br />DOES NOT LINE UP <br />OVER JOIST, USE <br />SQUASH BLOCK <br />EQUAL TO WIDTH <br />OF HD POST <br />ABOVE (4x MIN). <br />EMBEDMENT <br />LENGTH <br />BACKFILL / POROUSJ <br />MAT RIAL (TYP) <br />FROST DEPTH , <br />(18" MIN) 8, , 1, 5; <br />Q d <br />d d <br />° <br />d <br />_4' <br />° <br />d . <br />° <br />�. d °. <br />e d '4 <br />I <br />e ° ' <br />d <br />d °. <br />POST PER PLAN/HOLDOWN <br />SCHEDULE (2-2x MIN) <br />HOLDOWN PER PLAN <br />(HDQ8 SHOWN) <br />ANCHOR BOLT PER <br />HOLDOWN SCHEDULE w/ <br />CNW COUPLER NUT AS <br />REQ'D <br />BOTTOM PLATE PER <br />SHEARWALL SCHEDULE <br />RIM JOIST PER PLAN. <br />1Y2" MIN WIDTH AT <br />SHEARWALLS. <br />PRESSURE TREATED <br />SILL PLATE PER <br />SHEARWALL SCHEDULE. <br />STEM WALL AND FOOTING <br />PER PLAN. (FOR HDU11, <br />HDU14, AND HD19 <br />CONNECTIONS REFERENCE <br />THE HOLDOWN SCHEDULE <br />FOR FOOTING <br />REQUIREMENTS) <br />U <br />Q) <br />(f) <br />> O N <br />O <br />Q) <br />QNO <br />U <br />(�00 <br />n4- <br />_ <br />w Q Pr)Q) <br />U <br />U <br />v�N <br />> <br />0 <br />^� <br />a <br />U <br />0" <br />O > O <br />rqw= <br />3: <br />3: <br />n <br />z o <br />0 w <br />Cn 0 <br />w <br />J <br />2' <br />0 <br />m ff) <br />N <br />w Co <br />I— o <br />Q o <br />0 <br />0 <br />Z o <br />FEB 19, 2024 <br />Drawn By: CHRIS L. <br />Checked By: CHRIS <br />Date: 02-15-2024 <br />SDA JOB NO. <br />9902 <br />FRAMING TO STRIP FOOTING <br />CON N . <br />LEDGER CONNECTION @ <br />FOUNDATION <br />HOLDOWN w/ RIM CONNECTION <br />W/O RIM CONNECTION SIMILAR <br />STRUCTURAL <br />DETAILS <br />S-4.0 <br />