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<br />GENERAL NOTES: WALL SECTIONS <br /> <br />I. FOOTING SIZES: <br />- INTERIOR BEARING WALLS = 8"D x I G"W <br />- 8'-9" x 8" WALLS = 8"D x I G"W <br />- 3'-9" x 8" WALLS = 8"D x I G"W <br /> <br />2. #4 RE-BARS 18" LONG AT FOUNDATION WALL AND <br />FOOTING CONNECTION. <br /> <br />3. (2) CONTINUOUS HORIZONTAL RE-BARS AT TOP <br /> <br />4. DROP TOP OF WALL FOR OVERHEAD GARAGE DOORS <br />AND SERVICE DOORS <br /> <br />5. CONCRETE CONT. TO SPRAY PAINT TOP OF FOOTING <br />AT EACH PVC BLEEDER LOCATION. <br /> <br />G. ANCHOR BOLTS INSTALLED BY CONCRETE CONT. <br /> <br />7. FRAMING SHOULD CANTILEVER 1/2" OVER CONCRETE <br />FOUNDATION WALL AND FLUSH WI BRICKLEDGE WALLS <br /> <br />2xG SI LL PLATE <br />WI SILL SEALER <br />BYG.C. <br /> <br />(2)CaNTINuaus <br />HaRlzaNTAL REBAR <br /> <br />CEMENT PlASTER SURfACE <br />CaATING aN EXpaSED <br />RIGID INSULATlaN <br /> <br />8" <br /> <br />~-Ft <br /> <br />FINISH <br />GRADE <br /> <br /> <br />, <br /> <br />.".,' <br /> <br />I" Daw INSULATlaN BD <br />FULL HGT aF FaUNDATlaN <br />WALL (R-5) <br /> <br />, <br /> <br />". <br />" <br />0.41 . <br /> <br />8" paURED caNCRETE <br />FOUNDATlaN WALL <br /> <br />., <br />o. A. <br /> <br />.. -,d' <br /> <br />#4 REBAR 18" LaNG AT <br />FaUNDATlaN WALL AND <br />FOaTING caNNECTlaN <br /> <br />'."!. : <br /> <br />. , <br /> <br />4" PVC BLEEDERS @ 8'~0''' acAf.~'~,~~li;J~:' .. ..' .~ <br /> <br />CaNNECTED TO' DRAIN .ILE . ." .._................ <br />THRU FaaTINGS. ..;'..fi:.............y...~. ,: <br /> <br />I 2" WASHED STaNE <br />ABaVE AND aUTSIDE <br />EDGE aF DRAIN TILE <br />4" PERfaRATED DRAIN TILE <br />SYSTEM(EACH SIDE aF FTG) <br /> <br /> <br />I <br />.,' <br /> <br />!'_4fl <br /> <br /> <br />. .0' <br /> <br />.' <br /> <br />.. <br /> <br />'. . <br /> <br />". <br /> <br />. '4,4 . <br /> <br /> <br />ii( <br /><D <br /> <br />$- ELEV ~ 8'-9" <br /> <br />I A" ANCHaR BaLTS <br />BY CaNCR.."TE caNT. <br /> <br />3" caNCRETE FLOaR <br />SLAB aVER CaMPACTED <br />FILL AND VISOUEEN <br /> <br /><Q <br /> <br />lYPICAL 8" FOUNDATION WALL (8'-9") <br /> <br /> <br />SCALE. 1/2" = I '-a" <br /> <br />CEMENT PlASTER SURfACE <br />CO'ATING aN EXpaSED <br />RIGID INSULATlaN <br /> <br />FINISH <br />GRADE <br /> <br />I" Daw INSULATlaN BD <br />FULL HGT aF FaUNDATIO'N <br />WALL (R-5) <br /> <br />8" paURED caNCRETE <br />FaUNDATlaN WALL <br /> <br />#4 REBAR 18" LONG AT <br />FaUNDATlaN WALL AND <br />FOaTING caNNECTION <br /> <br />I, <br />-1 <br /> <br />1'-4" <br /> <br /> <br />8" X 3'-9" GARAGE WALL <br /> <br />SCALE. 1/2" = I '-a" <br /> <br />CEMENT PlASTER SURFACE <br />CaATING aN EXFaSED <br />RIGID INSULATION <br /> <br />FINISH <br />GRADE <br /> <br />I" Daw INSULATION BD <br />FULL HGT aF FOUNDATlaN <br />WALL (R-5) <br /> <br />8" POURED caNCRETE <br />FaUNDATlaN WALL <br /> <br />#4 REBAR i 8" LaNG AT <br />FOUNDATlaN WALL AND <br />FOaTING CONNECTION <br /> <br />4" PERFaRA TED DRAIN TILE <br />SYSTEM(EACH SIDE aF FTG) <br /> <br />41< PVC BLEEDERS @ 8'-0" a.c. <br />CONNECTED TO' DRAIN TILE <br />THRU FOOTINGS. <br /> <br />rJ) ~~;'I'/;~~O'~ALL <br /> <br />i" <br />-r-- <br /> <br />/ <br />1. <br /> <br />ii( <br />in <br /> <br /><D <br /> <br />$- ELEV ~ 0"-0''' <br /> <br />12" WASHED STONE <br /> <br />8"x I G" caNCRETE <br />FOOTING WI caNT. <br />HaRlzaNTAL RlEBAR <br /> <br />2x4 SILL PLATE <br />WI SILL SEALER <br />BY G.G. <br />4" caNCRETE SLAB SLaPING <br />4" FROM BACK TO' FRONT WI <br />FIBERMESH ADDITIVE aN <br />G" caMPACTED GRANULAR FILL <br />$- ELEV ~ 3'-8' <br />#4 RlEBAR I 8" LONG AT <br />FOUNDATION WALL AND <br />SLAB caNNECTION <br />(2)CaNTlNUOUS <br />HaRlzaNTAL <br />REBAR <br />I a" ANCHaR BaLTS <br />BY caNCRETE caNT. <br /> <br />$- ELEV ~ 0"-0''' <br /> <br />8"x I G" CaNCR.."TE <br />FaaTING WI caNT. <br />HORlzaNT AL RlEBAR <br /> <br />:-j- <br />i-- <br /> <br />l <br /> <br />ii( <br />in <br /> <br />2xG SILL PLATE <br />WI SILL SEALER <br />BYG.C. <br /> <br />$- ELEV ~ 3'-9" <br /> <br />(2)CaNTINuaus <br />HORlzaNTAL <br />REBAR <br /> <br />I a" ANCHaR BaLTS <br />BY CONCRETE CONT. <br /> <br />3" CONCRETE FLOaR <br />SLAB aVER COMPACTED <br />FiLL AND VISOUEEN <br /> <br />$ ELEV ~ 0"0''' <br /> <br />8"x I G" CONCRETE <br />FaOTlNG WI CONT. <br />HORiZONTAL REBAR <br /> <br />"0" <br />~ ->!, a~.s . <br />~" ~ C\"<J ~ ~ <br />.... ~;:s:: q ~ "S.!:J t\i <br />E..".""",~ <br />~t::l::~~"'l~ <br />~:::E~Bfi1",~ <br />e.~]~lg:s-~ <br />~ ~'a..;:! ... 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