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1112.97.6
(I ) 9' TREAD H-13 BA I I INSULAI IUN 7— W12 MIL VAPOR BARRIER 314' FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4' CONC. SLAB ON GRADE 7 TO DOOR — — e 20 TREATED IWOODPLATE o;' o; ' °; �a '0�' : '� TYPICAL FOUNDATION WALL °: °; °; °; °; ' 8' POURED CONCRETE WALL 8' MIN. GRANULAR FILL ° °: °: °: °; g °.* °' °^ ' SILL ANCHOR BOLTS 0 6' -0' O.C. ' °; 3 16'X8' CONCRETE FOOTING °' °' 43 STEEL WALL REINFORGNG WATERPROOFING 2' FROM FACE OF WALL GRANULAR R ALL TO LOOP MAE REINFORCING TOP 0 ° °; ° °; ° °; MMGMFOOTM CONC. SLAB ON GRADE °; °; °; °; ° W WI6 MIL VAPOR BARRIER °' °° °° °° °. °. °: 4' GRANULAR ALL 4' DRAIN TILE °> °: °: °: ' ' °; °; °; ° °; °; °;' °� °; °• °• 4' DRAIN TILE FOUNDATION WALL at GARAGE REAR FULL BASEMENT FOUNDATIONS det.esLF60 SIDING w1314' CLEARANCq NOTE: FACE OF STUD 112' AT CONCRETE PATIO R•13 BATT INSULATION FROM FACE OF FOUND. WALL WI2 MIL VAPOR BARRIER 314' RIGID INSULATION 314' FLOOR DECKING CON SLAB ON GRADE SLOPE 118' PER FOOT " SEE FLOOR FRAMING —4' WITHICKENED EDGE e PLAN FOR JOIST LAYOUTS °; a; ' °; ' o; ' °; o: ' °; ' 2x4 TREATED ° 11/2' °: °_ °: °; °: °: °: WOCDPLATE ,; °; °. °e °; °; °e 16' 18' MIN. GRANULAR FILL °' °' °B °^ °° °^ °^ °_ ' ; ' TYPICAL FOUNDATION WALL °° °° °> °. °> °; °. ' 8' POURED CONCREiEWALL TYPICAL FOUt�ATKNI WALL °° °° °' °° °^ °. °^ ° 'SILL ANCHOR BOLTS ®6' -0' O.C. ' 8' CAP BLOCK °' . o. °: °: °; ' °: °: °; °; ° • , ::• ' ' 16'X8' CONCRETE FOOTING (3) 8- LINE BLOC • 't3 STEEL WALLRE INFORCING ' 16'X8' CONCRETE FOOTING ° 2' FROM FACE OF WAIL 3 'LOOPWIREREINFORCING GRANULAR RLLTO :. 4' CONC. SLAB ON GRADE 12- ABOVETOP OF °; WI6 MIL VAPOR BARRIER CONCREtEFOOTNG °: °• ° °: °: ° °; ° 4' DRAIN TILE WATERPROOFING °_ °., °., °; °_ °; °; °; °; 4' DRAIN TILE °° °° °° °> , °' °' 4' GRANULAR FILL FOUNDATION WALL at PATIO - SIDING PARTL and FULL BASEMENT FOUNDATIONS det.estF55 NOTE OFFSET FACE OF STUD 11' R-13 BATT INSULATION FROM FACE OF FOUND. WALL Wl2 MIL VAPOR BARRIER - 314' RIGID INSULATION 4' CONC. SLAB ON GRAD SLOPE 118' PER FOOT 314' FLOOR DECKING WI THICKENED EDGE PROVIDETREATED ° °° ° °° ° °` ° °° , BAND BOARD AT °' °' 11/2' CONCRETE SLAB AREA °; °. °; °; °; °; °; °; °; 1 AN dC ICAL NOA W °' °° E OA FWTMING oo. oo. oo: o ' 4' CAP BLOCK . o °; °: °; ° PLAN FOR JOIST LAYOUT ' (4) 8- LINE BLOC °: W °_ °. ' �'. ' `4 °' °' 20 TREATED PLA ' 16'X8' CONCRETE FOOT1 °° °: °; °; . , TYPICAL FOUNDATION WALL °` °: °' ' 8' POURED CONCRETE WALL 1.11 °' °' °' S GRANULAR Fl ' SILL ANCHOR BOLTS 0 6' -0' O.C. • c ' 16'X8' CONCRETE FOOTING '13 WATERPROOFING STEEL WALL RE]NFORCING GRANULARFlLLT °; °; °; °; °.; 2'FROM FACE NFWALL LOOP WIRE REINFORCING 17 ABOVE TOP °: °; °; °: CONCRETE °° °° °^ °^ 4' CONC. SLAB ON GRADE °' °' °` °' ° 4' DRAIN TILE °; °. °. ° ° . WI6 MIL VAPOR BARRIER °' °. °' °; °' °. ° °. ° °; ° °; ° °. 4' GRANULAR ILL °. °. 4' DRAIN TIL FOUNDATION WALL at PORCH - BRICK PARTL and FULL BASEMENT FOUNDATIONS , ° _ , .. _.. det.estF52 ash —� 6 �2 ail m 3 S z a SD2d DATE_ _