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BRG WALL 2 X 4 <br />, S-1 I (ALSO SHEARWALL) SCALE: N,T.S. <br /> <br />#5 REBAR <br /> <br />PROVIDE 11/2" X 8" RECESS <br />rAT S.G,D. LOCATION <br />0'0" FIN, FL. <br /> <br />~ --:...--.:....--.:...-..). <br />'II. "'", "'I /' ('''L;,:.;':;,:';',~ 'f .. <br />" ,.. ." . ::l. ./y:;,,:g:,:\j <br />" ...... 7: ['..f <br />1/2" EXP. JOINI' I':': H.TL ....., ~ <br />'" ., <br />,NrH<.i., ...... <br /> <br />....... ..up: <br />d l-','-;"',"J <br />~', ':.,'. W.W.M. <br />.. ,,, , .. ., <br />SEE SCHEDU ,..- I b I <br />FOR ~~. ~ ..r <br />JriS\ S.G.D. SILL DETAIL <br />\ S--11) STEM WALL FTG. <br />'-7 1-STORY <br /> <br />SCALE: N,T.S, <br /> <br /> i-STORY STEMWALL SCHEDULE <br />FOOTING DIMENSION MAXIMU ~ <br /> NUMBER/SIZE OF BARS LAT. F.C. SPA ING (O.C.) <br />d b IN STEM WALL <br />10" 16" WI (3) #5 BARS 127.2# 6 -8" <br />10" 20" W/ (3) #5 BARS 210# 4 -0" <br />12" 24" W/ (3) #5 BARS 374# 2 -0" <br /> <br />NO TE: <br /> <br />1, VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECl ONS, <br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE, <br /> <br />I 12 STEP DOWN NON BRG. <br />\ S-1 I SCALE: N.T.S. <br /> <br />#5 REBAR CONI. <br />@ SLAB LEVEL <br /> <br />EXTEND SLAB <br />11/2" BEYOND <br />BLOCK FACE <br /> <br />"'l'.."~'-""f""'~~-""I_;,.",, "J <br />. ",' <br />.' r '. <br /> <br />."',,!"1,.... <br />'''', <br />"""', <br /> <br />GRADE <br /> <br />! ~"~ )i};;:f0~~J;;~'i .. <br />:~.:..,,7 <br />,,,'T,".~' ~ <br />b SEE SCHEDULE <br />FOR REINF. <br /> <br />- <br /> <br />.- <br /> <br />/ 3 \PORCH SILL <br />\ S- VSTEM WALL FTG. 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