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SHEARWALL EDGE NAILING TO 16d ® EA BLOCK AND ® 12" O/C SDA� <br /> BOTTOM PLATE SHEARWALL EDGE NAILING T INTO RIM. WHERE 3x BOTTOM PLATE <br /> 16d ® EA JOIST. WHERE 3x BOTTOM BOTTOM PLATE IS REQ'D, USE SDS Y4x4 )i SCREWS <br /> PRESSURE TREATED SILL PLATE PLATE IS REQ'D, USE SDSY4x4Xi PRESSURE TREATED SILL PLATE <br /> PER SHEARWALL SCHEDULE. USE SCREW. <br /> 2x6 W/ A.B. ® 48" O/C (MIN) PER SHEARWALL SCHEDULE. USE LOCKING ® 48" O/C W/ (3) 10d <br /> 2x6 W/ A.B. ® 48" O/C (MIN) NAILS N <br /> -a--1 <br /> LTP4 PER SHEARWALL SCHEDULE U <br /> LTP4 PER SHEARWALL SCHEDULE 'U <br /> SHEARWALL EDGE NAILING TO SILL O <br /> SHEARWALL EDGE NAILING TO SILL 0 <br /> PLATE PLATE Un <br /> Q M <br /> N !T <br /> N <br /> 6" a ¢phi O <br /> 6 Cr p) <br /> JOIST PER PLAN (I—JOIST SHOWN) 3 JOIST PER PLAN (I—JOIST SHOWN) y Q ,•, <br /> M <br /> —III—III 8" WALL w #4 BARS ® 18" o c � �— •Q 3 04 <br /> ITT TTT / / -T� II��I I _�8 WALL w/ #4 BARS ® 18 c (0 0 <br /> o <br /> EACH WAY. (2) #4 BARS ® TOP. / 0 <br /> EACH WAY. (2) #4 BARS ® TOP. o a <br /> » � HOOK VERTICAL BARS INTO FOOTING � a ►•, > �-' <br /> 18 HOOK VERTICAL BARS INTO FOOTING — w z <br /> ALTERNATE HOOK DIRECTION. 18 p o <br /> _ _ _ - ALTERNATE HOOK DIRECTION. <br /> III-1I1-1I�- <br /> 8 0812 _ U <br /> (2) # 4 (TYP) (2) # 4 (TYP) <br /> 4" 0 PERFORATED PLASTIC PIPE. Ll —413 4" 0 PERFORATED PLASTIC PIPE. 1 '-4" <br /> CENTER IN ONE CUBIC FOOT OF CENTER IN ONE CUBIC FOOT OF <br /> FREE DRAINING GRAVEL AND DRAIN *BREAK SHEARWALL FREE DRAINING GRAVEL AND DRAIN <br /> TO APPROVED OUTFALL. SHEATHING © BOTTOM OF TO APPROVED OUTFALL. <br /> SILL PLATE <br /> JOISTS PERPENDICULAR JOISTS PARALLEL --- <br /> No. Date By Redelon <br /> � EXT. WALL FOUNDATION CONNECTION <br /> HOLDOWN PER PLAN 0 <br /> SEE ARCH. DWG FOR a W > 00 <br /> SCREENED VENT 00 16d NAILS ® 8" O.C. <br /> REQUIREMENTS Q <br /> oo > <br /> DIAPHRAGM EDGE NAILING I ' <br /> 00 <br /> 2x BLOCKING OR RIM 00 FLOOR SHEATHING Z `✓ <br /> WALL PER PLAN (2) LAYERS OF 90# JOIST ((2)16d NAILS U� ^ <br /> SILL PLATE AND ANCHOR BOLTS FELT OR EQUIVALENT JOIST) � 0 <br /> PER SHEARWALL SCHEDULE. (USE SLAB PER PLAN <br /> 2x6 P.T. SILL PLATE W/ %" 0 L1J <br /> J-BOLTS ® 48" O/C MIN.) i <br /> Q <br /> BACKFILL W/ POROUS N W <br /> MATERIAL (TYP) _ PER SHE RWALDL SCHEDULESILL PLATE ANCHOROLTS MIN U mot- W <br /> 2x PLATE w/ %" 0 ANCHOR <br /> 6" d. a BOLTS ® 48" O/C <br /> Fr= rc WAS <br /> II ICI-ICI <br /> i I I—III—I ` Jd� FTG PER PLAN yc <br /> FROST DEPTH 8" WALL w/ #4 BARS ® 18" o/c z P 7z <br /> (18" MIN) EACH WAY. (2) #4 BARS ® TOP. ~ <br /> HOOK VERTICAL BARS INTO FOOTING - 34383 <br /> 89' A4 . A. - ALTERNATE HOOK DIRECTION. 000 <br /> ti1��NALE�' <br /> 1" 0 A307 HOLDOWN BOLT WITH JUL 0 2 <br /> (2) # 4 (TYP) 20" CONCRETE EMBEDMENT WITH �_WcT�Et2-t_ n r'0( -i <br /> 1 '-4" • • Y4' X 3" X 3" PLATE AND NUT Drawn By. CCC <br /> 4 0 PERFORATED PLASTIC PIPE. <br /> Checked <br /> CENTER IN ONE CUBIC FOOT OF 22 <br /> FREE DRAINING GRAVEL AND DRAIN Date: os-0s�22 <br /> TO APPROVED OUTFALL. 9557 <br /> UAFSC4 =1 -o STRUCTURAL <br /> DETAILS <br /> S - 4. 0 <br />