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El <br />SLOPE GRADE <br />AWAY FROM <br />FOUNDATION <br />6" IN FIRST <br />10'-0" (TYP.) — <br />4" CONC SLAB W/ <br />6x6 10/10 W.W.M. <br />PITCH SLAB <br />1 /8" PER FT <br />ad' <br />6" MIN. a --�' __=- <br />= o <br />a <br />T G d <br />a <br />TYPICAL SECTION <br />NOT TO SCALE <br />2 X SOLID BLOCKING <br />2 x 10 FLOOR JOISTS <br />90 # FELT—` <br />BUILDING PAPER <br />6 <br />4" T & G PLYWOOD SUBFLOOR <br />1/2" EXPANSION <br />JOINT MAT'L <br />PORCH <br />R-38 BATT INSULATION <br />d <br />EE PLA <br />BEAM PER PLAN <br />1 X 4 CLEATS ON EACH SIDE <br />POST PER PLAN <br />INTERMEDIATE FOOTINGS <br />SCALE 1/2" = 1' - 0" <br />R-21 INSUL FACE STAPLED <br />OR PROVIDE 4 MIL V.B. <br />SUBFLOOR: <br />TO BE 3/4" C.D. INTERIOR - <br />APA T&G W/EXTERIOR GLUE <br />R-38 INSULATION <br />MAINTAIN MIN 18" CLEAR CRAWL SPACE <br />6 MIL BLACK VAPOR BARRIER <br />LAP EDGES 12" <br />REBAR REQUIREMENTS: <br />2 #4 IN FOOTING <br />1 #4 REBAR AT BOT OF WALL <br />1 #4 REBAR AT TOP OF WALL <br />VERT. R/F @ 24" O.C. <br />REINF STEEL TO BE ASTM <br />A-615 GRADE 40 <br />TYPICAL3 <br />SCALE 1 " = 1' - 0" <br />FDNDTL10 <br />2 x 6 H.F. #2 STUDS @ 16" O.C. <br />2 X CONTINUOUS RIM JOIST <br />41 <br />PRESSURE TREATE SILL PLATE W/ 1/2" 0A.B. �'`� <br />@ 48 O.C. 7 MI EMBED., MIN. 2 EACH <br />PIECE AND WIT 12" OF EA END OF EA PIECE ._-- <br />3" x 3" x 1/4" PL E WASHER O/ALL A.B.'SV`I <br />00 <br />FINISHED GRADE <br />ao <br />cn HOOK #4 VERT. BAR PER <br />00 <br />403.1.3.2 IRC <br />3 MIN. COVER/R304.1.3.5.3 <br />FOUNDATION <br />FDNDTL12 <br />DESIGNERS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION <br />AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR <br />OMMISSIONS. CONTENTS OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR <br />WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br />2x4 H.F. #2 COLLAR TIES @ 24" O.C. <br />WATERPROOF BAFFLE SHALL EXTEND 6" VERTICALLY <br />ABOVE BATTS AND 12" VERTICALLY ABOVE LOOSEFILL <br />INSULATION <br />R-38 INSULATION SUPPORTED AT <br />24" O.C. MAXIMUM <br />SEE FOUNDATION DETAIL FOR DIM'S <br />OF FOOTING <br />FOOTINGS TO REST ON UNDISTURBED <br />SOIL NOT LESS THAN 18" BELOW THE <br />FINISHED GRADE <br />ASSUMED SOIL BEARING = 2000 PSF <br />CONC TO BE 5 SACK F'c = 2000PSI <br />@ 28 DAYS <br />R-21 INSUL FACE STAPLED <br />OR PROVIDE 4 MIL V.B. <br />C-1—teftylylti WWI <br />R-49 INSUL <br />2x10 C.J. @ 24" O.C. <br />zL- 1/2" C.D. GWB <br />(2) 2 X 6 TOP PLATE R-10 RIGID INSUL <br />LAP SPLICES 24" AT HEADERS <br />1/2" GWB <br />- R-21 INSUL FACE STAPLED <br />OR PROVIDE 4 MIL V.B. <br />SUBFLOOR: <br />TO BE 3/4" C.D. INTERIOR <br />APA T&G W/EXT GLUE <br />I[ MAINT. MIN. 18" C <br />CLEAR CRAWL SPACE <br />HIBERNIA <br />R-38 INSUL SUPPW"O.C. <br />TED <br />AT NOT MORE THAN <br />6 MIL BLACK VAPOR BARRIER <br />LAP EDGES 12" <br />235# ASPHALT COMP. SHINGLES ON 15# FELT ON <br />1/2" CDX PLYW'D SHT'G OR 7/16" OSB W/8d <br />NAILS @ 6" O.C., 12" O.C. INTERMEDIATE <br />0/2 x 6 H.F. #2 RAFTERS AT 24" O.C. <br />-1" MINIMUM CLEAR AIR SPACE OVER INSULATION <br />1/2" CCX PLYW'D SHT'G @ OVERHANGS <br />4 x 8 D.F. #2 HEADER <br />UNLESS NOTED OTHERWISE <br />SIDING PER ELEVATION ON 15# FELT <br />1/2" CDX PLYWOOD SHT'G OR OSB NAIL PER <br />IN THEBFEILD OVV18d, ONAILST O EDGES <br />SHEAR O.C. <br />BRACING REQUIREMENTS <br />2 x 6 H.F. #2 STUDS @ 16" O.C. <br />2 x 6 BASE PLATE W/16d NAILS @ 16" O.C. <br />/ 2 X CONTINUOUS RIM JOIST <br />FINISHED GRADE <br />PRESSURE TREATED SILL PLATE W/ 1/2" 0 A.B. <br />@ 48" O.C. 7" MIN EMBED., MIN. 2 EACH <br />PIECE AND WITHIN 12" OF EA END OF EA PIECE <br />3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S <br />ROOF DRAIN - 4" TIGHTLINE SEPERATE <br />FROM FOOTING DRAIN <br />4" 0 PERFORATED FOOTING DRAIN <br />IN WASHED GRAVEL. CONNECT FTG DRAIN <br />TO APPROVED DISCHARGE <br />MIN REBAR COVERAGE: <br />3" CLEAR @ BOT OF FTGS <br />1 1/2" CLEAR @ OUTSIDE OF WALL <br />3/4" CLEAR @ INSIDE OF WALL <br />TYPICAL BUILDING SECTION <br />SCALE 1 " = 1' - 0" <br />2 x 6 H.F. #2 STUDS @ 16" O.C. <br />PRESSURE TREATED SILL PLATE W/ 1/2" O A.B. <br />@ 48" O.C. 7" MIN EMBED., MIN. 2 EACH <br />PIECE AND WITHIN 12" OF EA END OF EA PIECE <br />3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S <br />AWL SPACE <br />6 MIL -VAPOR BARRIER <br />LAP - EDGES. 12" , <br />REBAR REQUIREMENTS: <br />2 #4 IN FOOTING ___� ___�� • <br />1 #4 REBAR AT BOT OF WALL _ <br />1 #4 REBAR AT TOP OF WALL <br />VERT. R/F @ 24" O.C. <br />REINF STEEL TO BE ASTM 3" 6" 3" <br />A-615 GRADE 40 <br />4 <br />ALTERNATE <br />SCALE 1 " = 1' - 0" <br />z 0o <br />FINISHED GRADE <br />�G <br />9� <br />HOOK #4 VERT. BAR PER <br />R403.1.3.2 IRC <br />3" MIN. COVER/R304.1.3.5.3 <br />FOUNDATION <br />REVISIONS <br />T <br />co <br />^ N <br />v� <br />z0 <br />N <br />00 <br />Q> co <br />WLr) <br />rr M <br />W <br />W N <br />S co I <br />co W <br />U N~ <br />X <br />m <br />O <br />I AV 11 <br />• <br />ME 111 <br />DRN BY: J. H E I LMAN <br />DATE: MAY 2022 <br />FILENAME: 22-05-02 <br />U <br />J <br />J <br />(n <br />o <br />°C <br />a <br />°° <br />� <br />O <br />� <br />J <br />� <br />J< <br />-r— O <br />> <br />cwi�Uxo <br />o <br />p <br />�N�� <br />SHEET <br />3 <br />