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• ' ' . 1/4_ :---- - A‘ <br /> . . -,i ,,,, <br /> . . . . .. . . , _ <br /> S <br /> 16d @ EA BLOCK AND @ 12°O/C N 4 <br /> , . . . <br /> SHEARWALL EDGE NAILING c <br /> SHEARWALL EDGE NAILING INTO RIM:WHERE 3x BOTTOM PLATE IS f N w <br /> TO BOTTOM PLATE 16d @ EA JOIST.WHERE 3x TO BOTTOM PLATE REQ'D,USE SDS Yex4Y SCREWS _ <br /> PRESSURE TREATED SILL PLATE PER BOTTOM'PLATE IS REQ'D, PRESSURE TREATED SILL PLATE <br /> SHEARWALL SCHEDULE. USE 2x6 USE SDSY4x4)2 SCREW.' PER SHEARWALL SCHEDULE. USE BLOCKING @ 48`0/C <br /> W/A.B.@.48°O/C(MIN) 2x6 W/A:B.'@ 48"O/C(MIN) W/(3) 1 0 d NAILS <br /> LTP4`PER SHEARWALL SCHEDULE ";" ' <br /> ' LTP4 PER SHEARWALL SCHEDULE � r "' <br /> SHEARWALL EDGE I I N o <br /> SHEARWALL EDGE NAILING I_ Li_.TO SILL PLATE NAILING TO SILL PLATE o <br /> 6. a' a: bw' �III�• JOIST PER PLAN <br /> JOIST r_K PiAhi _ �.a to . <br /> :. , ', `- (I•JOIST SHOWN) v), > <br /> 11=ILII. p-JOIST SHOWN) =1I I=I I 11."1 < in; <br /> . <br /> 1=11.=�11� I I II11� <br /> �i� EXISTING COCKEYE WALL& .:(43:— <br /> W � �'"Ou <br /> -•Q FOOTING BY OTHERS ' C w N" a"i <br /> . w o00. c°, <br /> EXISTING CONCRETE WALL&' <br /> FOOTING BY OTHERS ,- -• <br /> — * .• •: 111 I 1-f l r- N p 3 cro <br /> r. BREAK SHEARWALL SHEATHING II-111-111 :.11.:,1... <br /> o;— — — @BOTTOM OF SILL PLATE g'.4 •-, : ; l 1.III— N M }JOISTSPARALLELJOISTS PERPENDICULAR . <br /> EXT. WALL/FOUNDATION:CONNECTION <br /> Z. <br /> mir <br /> APPLICABLE FOR ALL-SHEARWALLS <br /> a <br /> 1.2.01:0> <br /> Omoo <br /> POST PER, - J <br /> w PLAN/SCHEDULE I .. HOLDOWN PER PLAN W <br /> (2-2x MIN). _ (HDQ8 SHOWN) <br /> Z.�,L <br /> ALL-THREAD ROD, DIAMETER; <br /> • WEB STIFFENER INSTALLED AND EMBEDMENT PER W <br /> SNUG FOR I-JOISTS_ NO �� SCHEDULE O > <br /> STIFFENERS REQ'D FOR SOLID ■■ BOTTOM PLATE PER <br /> SAWN:PLACE 2x6 SQUASHii SHEARWALL SCHEDULE W <br /> ..,......:,,, , .., , <br /> BLOCK EA SIDE OF JOIST. RIM JOIST OR BLOCKING <br /> WHERE HD DOES NOT LINE UP iiihi. <br /> . III <br /> CV <br /> 111 <br /> OVER JOIST:USE SQUASH oa '�� PER PLAN. <br /> S PRESSURE TREATED SILL PLATE <br /> BLOCK EQUAL TO WIDTH OF ' <br /> PER SHEARWALL SCHEDULE. <br /> • HD POST ABOVE(4x MIN). . .- r F •(O V ; <br /> I.i I STEM:WACL AND <br /> '-'� . FOOTING PER PLAN. �.. <br /> :.4' <br /> aye t <br /> EMBEDMENT: - - , a .4'. . <br /> . • /� �, k; <br /> LENGTH � � • •: �� ��: Fact: <br /> • !! <br /> a <br /> • <br /> 1. <br /> HOEDOWN INSTALLATION INTO : . ,ATERALONLY <br /> . EXISTING FOUNDATION Drawn By`FF <br /> a 11 <br /> ate 0 3 <br /> Checked ey:CCC: <br /> D ` <br /> SDA JOB NO. <br /> , <br /> 7592. <br /> . . <br /> STRUCTURAL <br /> NOTES/DETAIL , <br /> S-3.0 <br /> _ <br />