Loading...
HomeMy WebLinkAbout0898.97.2NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 4" CONC. SLA 2'X4" TREATED PLATT / B ON GRADE W/ 6 MIL. VAPOR BARRIER SLOPE 2u 2' TO DOOR *� 3/4' FLOOR DECKING 2 1X10" JOISTS (2) RISER AT 7 3/4' EACH �p , v , L v v , L o , , (i) 9' TREAD Nt 00 00 00 00 00 00 0 o ° o° * o° ^ o° , o° . c PERIMETER INSULATION y' > ° °� DOWN TO GRANULAR FILL l A % 00. k �' - 00 6 " -8' MIN. �,�� ��� C GRANULAR FILL �� 00 °, °, °, d x 0 0 0 0 ° p d v 2, p ti aD V-41 /AF2 CRAWL WALL AT GARAGE REAR NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 2 "X4" TREATED SILL PLATE 4" CONC. SLAB ON GRADE w W/ 6 MIL. VAPOR BARRIER 4 TYPICAL FOUNDATION WALL: K 8' CAP BLOCK * (3) 8' LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0' O.C. x 16'x8' CONCRETE FOOTING 5/8" DRYWALL (GAR.) R =13 BATT INSULATION W/ 2 MIL. VAPOR BARRIER PROVIDE ANCHOR BOLTS AT 6' O.C. 4' CONC. SLAB vv pu p o 8' GRANULAR FILL d d o 0 00 00 00 °0 0 °0 o o o� o� � . o. ° ° o ° o 4' MIN. GRANULAR FILL OVER 6 MIL. VISOUEEN VAPOR BARRIER i det.estF28 TYPICAL FOUNDATION WALL: x 8' CAP BLOCK * (3) B' LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0' O.C. * 16'x8' CONCRETE FOOTING OVERDIG GRADE _�.. r...._a__ -. V p V, L, V L IL , V L V 00 00 00 00 00 00 o? o0 00 0. 0 / �� O° 6 " -B" MIN. `� GRANULAR FILL O ' °0 v p ° V V t`<` v p ° ° ° m � x v v p \ �_. SECTION AT GARAGE FOUNDATION WALL AT SIDING LOCATIONS 3 -1/2' DIA. ADJUSTABLE STEEL COLUMN METAL ANCHOR PLATE 4' MIN. GRAVEL FILL 4" CONCRETE SLAB ON GRADE ON 6 MIL. VISOUEEN W/ 6 MIL. VAPOR BARRIER VAPOR BARRIER SEE FOUNDATION PLAN p V ° d , A V ° d p V p d V p d FOR PAD DIMENSIONS 00 00 00 p v ` p ° v p v ° p ° v 00 00 p ° p ° L ° p ° / /\ ° v v ° ° v v ° WIDTH d ! W o TYPICAL FOUNDATION AT STEEL COLUMN det.estF27 det . estF25 0 . . . ° A V p d p d p V ° p v ° v ° p ° p ° ° v ° p vv p ° p ° ° 00 00 o e °° 00 00 o 0 0 °° °° °° p `x' d V p d d - v p v ° p ° v TYPICAL FOUNDATION WALL: �� v , p L V p d v ° V p % %' x 8' CAP BLOCK o � d ° v t, ° v v p ° v ° p v vv N ' p v v v / 1' -4' W/ (2) 04 BARS CONT. ON \ \ v p' p d v p ° L ° v p v ° 112' DRYWALL (INT.) 2'X4' STUDS AT 16" O.C. 3 1/4" BASE 4" CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 21X 2' CONTINUOUS PERIMETER INSULATION 12' GRANULAR FILL TYPICAL FOUNDATION WALL: x 8" "L' BLOCK ON 8" C.M.U. x 16 "x24" CONT. CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2,000 P.S.F. INTERIOR WALL AT GARAGE SLAB FOUNDATION HORIZONTAL SIDING 3/4' INSULATION SHEATHING R -13 BATT INSULATION W/ 2 MIL. VAPOR BARRIER m Z o 1 N a 112' DRYWALL 2'X4' STUDS AT 16' O.C. 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER MIN. 4' GRAVEL BASE O I cv det.estFi9 NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 2 "X4" STUDS AT 16' O.C. 112' DRYWALL 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 21X 2' CONTINUOUS PERIMETER INSULATION FIN. GRADE . °0 PROVIDE ANCHOR BOLTS AT 6' O.C. 00 °° 12" GRANULAR FILL i p v ° p ° v c v ° p ° TYPICAL FOUNDATION WALL: vv x 8' 'L' BLOCK ON 8' C.M.U. c*u p d x 16'0" CONT. CONC. TRENCH ° v ° FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT. ON p CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF i' -4'_ 2,000 P.S.F. EXTERIOR WALL AT HOUSE SLAB FOUNDATION det.estFiB NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL 112" EXT. SHEATHING HORIZONTAL SIDING PROVIDE ANCHOR BOLTS AT 6' O.C. L J d FIN. GRADE VL , V L , V 00 00 00 00 00 00 TYPICAL FOUNDATION WALL: d !vv 8" CAP BLOCK ON 8C.M.U. I ib'x24" CONT. CONC. TRENCH qv L FOOTING ON VIRGIN SOIL OR d W/ (2) #4 BARS CONT. ON v v CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF ° p 2,000 P.S.F. EXTERIOR WALL AT GARAGE SLAB FOUNDATION det.estF17 4' CONC. SLAB ON GRADE W/ THICKENED SLAB AT FRONT AND, 2% DOWNSLOPE TOWARDS FRONT F--- 2% SLOPE GRANULAR FILL 1 -112' OVERHANG AT BLOCK a ° 00 00 o e °° 00 00 o 0 0 °° °° °° FIN. GRADE `x' °° - ° ° ° ` °' °' ° TYPICAL FOUNDATION WALL: �� v , p L V p d v ° V p % %' x 8' CAP BLOCK o � d ° v t, ° v v x 16'x24' CONT. CONC. TRENCH ' = v p ° p ° ° v FOOTING ON VIRGIN SOIL OR N ' p v v v / W/ (2) 04 BARS CONT. ON \ \ v p' p d v p ° L ° v p v ° CERTIFIED COMPACTED FILL. W/ I - - -- ° p v MIN. BEARING CAPACITY OF 2, 000 P.S.F. F16 EXTERIOR FOUNDATION AT CONC. PORCH OVERHANG 7�) det.estfl6 HORIZONTAL SIDING 3/4' INSULATION SHEATHING 4' CONC. SLAB W /THICKENED EDGE 112' EXPANSION JOINT MATERIAL 11 112" GRANULAR FILL NOTE: OFFSET FACE OF STUD 112 FROM FACE OF FOUND. WALL o p d p d V p d p p d V L 0 ° v p v ° p ° O t ° o V p V p o °e � ° ° 0 0 00 00 v v ° 00 °< O ° O ° O p O ° O : O O d O O ° p ° p ° p ° V ° vv ° p ° ° o� ° 1 p d v p p d CU I° v p v ° L ° t, ° ° p ° v ° � vv ° p ° ° p d v p d p i' -4' 14 EXTERIOR WALL AT PORCH AT SIDING LOCATIONS 112" DRYWALL PROVIDE ANCHOR BOLTS AT 6' O.0 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 2'X 2' CONTINUOUS PERIMETER INSULATION 12' GRANULAR FILL TYPICAL FOUNDATION WALL: x 8' ' L' BLOCK ON 8' C.M.U. * 16'x24' CONT. CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT . ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2,000 P.S.F. 112' DRYWALL i/2" DRYWALL 2'X4' AT 16' O.C. 4' CONC. THICKENED SLAB 3 1/4' BASE I W/ 6 MIL. VAPOR BARRIER a v►u _ i 1 ` a ° a a d 12' GRANULAR FILL d 0 00 p V v o 0a 07 00 00 0 0 o0 00 o 0 a p 0 0 0 Ul� - 0000 00' 0 0 00 7 LA" i 3 THICKEND SLAB AT BEARING WALL det . estF3 det.estF14 o 0 cr- Q O 4 Cr ~- O C!� C Lo N Lo F- W m CC m Z p J p C- u � lid