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HomeMy WebLinkAbout1039.95.3R -13 BATT INSULATION W/ � MIL. VAPOR BARRIER (2) RISER AT 7 -3/4' EACH (1) 9' TREAD NOTE: SILL PLATE TO BE FLUSH WITH CRAM SIDE OF FOUNDATION WALL IF 4' CONC. SLAB ON GRADE SLOPE 2' TO ODOR j ' , L 1 ' , L , ' 1 L vv vv vv 0 °o °O °O °O °O ° 00 00 00 00 00 00 6._8 . MIN. o; o GRANULAR FILL °0 O ° 0 o• O• o• A 'L • • d ,v \L \ v L OD 1'-4- FOUNDATION WALL of GARAGE REAR �J CRAWL and PART'L BASEMENT FOUNDATIONS PROVIDE TREATED NOTE: OFFSET FACE OF STUNT 112" R -13 BATT INSULATION BAND BOARD AT FROM FACE OF FOUND. WALL Y/ 2 MIL. VAPOR BARRIER CONCRETE SLAB AREA 4" CONC. SLAB, ON GRADE SLOPE 1/8" PER FOOT 3/4' RIGID INSULATION SEE FLOOR FRAMING BRICK VENEER 112* EXPANSION MATERIAL 3/4' FLOOR DECKING PLAN FOR JOIST LAYOUT 2x4 TREATED PLATE 3/4' FLOOR DECKING u' Y /THICKENED EDGE cu SLOPE 1/8' PER FOOT SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT o PLAN FOR JOIST LAYOUT d \ v \ \ \ v ° d v • \ v ° O \ ♦ • v ° r ° L , d L, L. d° d d v� d • vs d 1d v r �d v ° ° v ,v °, ° A , 00 p0 • °O° 00 \ , 2x4 TREATED PLATE ° d � \ O; O ; O o °o ° , \ v v • , \ • • v • . L • p0 0 0 0 00 00 TYPICAL FOUNDATION WALL: °O °O °° x 8" CAP BLOCK °O °0 °o °O °O O °o x (3) 8' LINE BLOCK 00 p° * p° * O; p° . O o; 00 x SILL ANCHOR BOLTS o 6'-0" 0. C. o° x SILL ANCHOR BOLTS Q 6'-0* 0. C. 0.- x 16'X8' CONCRETE FOOTING °Q J J °° PERIMETER INSULATION °° °° DROWN TO GRANULAR FILL 0 0 0 0.? :).? 11 011Q.4 ° 0• 0? PLATE L \ L d d \ 4' MIN. GRANULAR FILL v ►• ♦ , ♦ , , 4' MIN. GRANULAR FILL °° d \ • ♦ , \ v • L j ' UNDER 6 MIL. VISOUEEN , VAPOR BARRIER , a VAPOR BARRIER 00 0; o; 00 0; 00 0; 00 O0 O; o 0; 0; o; o; 0; \ L FOUNDATION WALL at PORCH - BRICK CRAWL FOUNDATIONS 1 1/2" 3/4' FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 2x4 TREATED PLATE TYPICAL FOUNDATION WALL: x 8' CAP BLOCK x (3) 8" LIFE BLOCK x SILL ANCHOR BOLTS o ' 6' -0' 0. C. x 16" x8' CONCRETE FOOTING PERIMETER INSULATION DAWN TO GRANULAR FILL 4' MIN. GRANULAR FILL UNDER 6 MIL. VISOUEEN VAPOR BARRIER CONC. SLAB ON GRADE / THICKENED EDGE TYPICAL FODNIDATIO WALL: x 4' CAP BLOCK x (4) 8' LINE BLOCK x 16 "x8' CONCRETE FOOTING 1'-11' MIN. GRANULAR FILL det.estF46 det.estF48 PART'L and FULL BASEMENT FOIN DAT I ONS dn.estF3'i NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL R -13 BATT INSULATION W/ 8 MIL. VAPOR BARRIER DRYWALL 3/4' DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 8' POURED CONC. WALL SIDING Ix WOOD BAND BOARD W/ ALUM. DRIP CAP ( SEE ELEV. ) 2x4 TREATED SILL PLATE ANCHOR BOLTS AT 6'-0* 0. C. FLOOR SYSTEM at FOUNDATION WALL - SIDING PART'L and FULL BASEMENT FOUNDATIONS det.estF38 NOTE: OFFSET FACE OF STUD 112' SIDING PROVIDE TREATED FROM FACE OF FOUND. WALL NOTE: OFFSET FACE OF STUD 112' BAND BOARD AT 3/4' FLOOR DECKING FROM FACE OF FOUND. WALL 4" CONC. SLAB, ON GRADE SLOPE 1/8" PER FOOT o SEE FLOOR FRAMING 3/4' RIGID INSULATION 3/4' FLOOR DECKING 3/4' FLOOR DECKING PLAN FOR JOIST LAYOUT 2x4 TREATED PLATE 4' CONC. SLAB ON GRADE u' Y /THICKENED EDGE SEE FLOUR FRAMING W /THICKENED EDGE SLOPE 1/8" PER FOOT PLAN FOR JOIST LAYOUT o d PLATE L , d L, L. d° d d v� d • vs d 1d v r �d v ° ° v ,v °, ° SEE FLOOR FRAMING O ° TYPICAL FOUNDATION WALL: DOWN TO GRANULAR FILL o; o; 00 00 0, °o ° , \ v v • , \ • • v • . - < . - ° - a • - x 8' POURED CONCRETE WALL 00 °O °o OR .DIST LAYOUT TYPICAL FOUNDATION WALL: ° ♦ v ♦ ° O 0; O; 00 00 00 O; 0; O x 8' CAP BLOCK . °° . o° °° ° o° ° ° ° o; J x (3) 8' LINE BLOCK x 16'x8' CONCRETE FOOT I N 00 00 0 00 00 0; o; • °0 x SILL ANCHOR BOLTS Q 6'-0* 0. C. ° 00 2x4 TREATED J J 1 1/2' v 00 00 0; °0 0; 00 00 0; ° '• • ° 0• PLATE 4" CONCRETE SLAB ON GRADE 4' MIN. GRANULAR FILL ° ° d ° d o• o• o O o• o• o• o• o• o 0 0 0 0 o v W/ 6 MIL. VAPOR BARRIER \ v v ° ° v. , VAPOR BARRIER , a 00 0; o; 00 0; 00 0; 00 O0 O; o 0; 0; o; o; 0; \ L TYPICAL FOINDATIaI WALL: TYPICAL FOUNDATION WALL: - SIDING x 4' CAP BLOCK CRAWL and PART'L v ° °o° 00 00 °O °o °o O; O; o; 00 0; 0 �: -1 t, x 8' P(NDED CONCRETE WALL x (4) 8' LINE ILOCK r L , r L ° d ° d v ° , d o , ° d , n °O °O °O �• °� GRANULAR FILL -- x SILL Alt BATS o 6' -O' O.C. x 16'X8' CONCRETE FOOTING o0 o0 00 o °O °O o; o; o; o; o 7.-04-00- L , L d d O O 4' DRAIN TILE x 16"X8' CONMETE FOOTING • . 0 o ° ° v v , 00 • L d i 4' COIL SLAB al GRA[E °° 1' -11' MIN. Y/ 6 MID. VAPOR BARRIER GRANULAR FILL TO ° v , ' ° , GRANULAR FILL ' 12' ABOVE TOP OF , d v L d \ CONCRETE FOOTING , ° -1 ° L \ , 4' DRAIN TILE • O; 00 O; 00 O; \ , r o; o; o; o; .. 4' DNtNLLAR FILL 4' DRAIN TILE 00 0; o; 0; 0; • \ 0; 00* °O p0 •• d , O; O; O; O; O; • , , • , , • ° 0 • 000 ° 0 • ° , . , • U, 0 • 0 0 O° O• o , • , � b, O• 00 O 0 0 0• O• O O O• O• O• FOUNDATION FALL at PORCH - S 10 I I G PART'L and FULL BASEMENT FOIN DAT I ONS dn.estF3'i NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL R -13 BATT INSULATION W/ 8 MIL. VAPOR BARRIER DRYWALL 3/4' DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 8' POURED CONC. WALL SIDING Ix WOOD BAND BOARD W/ ALUM. DRIP CAP ( SEE ELEV. ) 2x4 TREATED SILL PLATE ANCHOR BOLTS AT 6'-0* 0. C. FLOOR SYSTEM at FOUNDATION WALL - SIDING PART'L and FULL BASEMENT FOUNDATIONS det.estF38 5' -0' FOUNDATION WALL at HOUSE - SIDING PART'L and FULL BASEMENT FOUNDATIONS 6' -8' MIN. GRANULAR FILL NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL SLOPE 2" TO DOOR FOUNDATION WALL at GARAGE REAR �J R -13 GATT INSULATION CRAWL and BASEMENT FOUNDATIONS W/ 2 MIL. VAPOR BARRIER 3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112* FROM FACE OF FOUND. WALL SIDING GRADE lx BAND BOARD W/ 112" DRYWALL DRIP EDGE (SEE ELEV. ) 2x4 TREATED W SILL PLATE 4' CONC. SLAB ON GRADE GRANULAR FILL GRANULAR FILL O TO 12' ABOVE v v TOP OF FOOTING , oo °o 00 00 °o °O o °o °o 00 00 4' DRAIN TILE 00 °O ° O° 0 o• ° \ ° d ° ♦ v °v °, ♦ bo det.estF31 NOTE: OFFSET FACE OF STUD 112' SIDING PROVIDE TREATED FROM FACE OF FOUND. WALL NOTE: OFFSET FACE OF STUD 112' BAND BOARD AT 3/4' FLOOR DECKING FROM FACE OF FOUND. WALL CONCRETE SLAB AREA SEE FLOOR FRAMING 3/4' RIGID INSULATION 3/4' FLOOR DECKING PLAN FOR JOIST LAYOUT 2x4 TREATED PLATE 4' CONC. SLAB ON GRADE u' Y /THICKENED EDGE SEE FLOUR FRAMING 2x4 TREATED SLOPE 1/8" PER FOOT PLAN FOR JOIST LAYOUT o d PLATE L , d L, L. d° d d v� d • vs d 1d v r �d v ° ° v ,v °, ° PERIMETER INSULATION O ° TYPICAL FOUNDATION WALL: DOWN TO GRANULAR FILL o; o; 00 00 0, °o 00 I °o °o °o °� °� °� ° ° x 8' POURED CONCRETE WALL 00 °O °o TYPICAL FOUNDATION WALL: ° OVERDIG x SILL ANCHOR BOLTS a 6'-0" 0. C. x 8' CAP BLOCK . °° . o° °° ° o° ° ° ° o; J x (3) 8' LINE BLOCK x 16'x8' CONCRETE FOOT I N ° x SILL ANCHOR BOLTS Q 6'-0* 0. C. ° 00 SEE TYPICAL J J v 00 7 ° 0• , 4" CONCRETE SLAB ON GRADE 4' MIN. GRANULAR FILL ° ° d ° d ° , ° ° ° ° ♦ J. , UNDER 6 MIL. VISOUEEN W/ 6 MIL. VAPOR BARRIER \ v v ° ° v. , VAPOR BARRIER , a 1' -4' 29 FOUNDATION I& WALL at PATIO - SIDING CRAWL and PART'L v ° °o° 00 00 det.estF29 -1 t, b. 00 00 00 00 4" MIN. r L , r L ° d ° d v ° , d o , ° d , n ° , ° ° 00 p0 00 °O °O GRANULAR FILL o. o. o. o0 00 d v ° L � 'I d o0 o0 00 o °O °O L ♦ L , L d d O O 4' DRAIN TILE 5' -0' FOUNDATION WALL at HOUSE - SIDING PART'L and FULL BASEMENT FOUNDATIONS 6' -8' MIN. GRANULAR FILL NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL SLOPE 2" TO DOOR FOUNDATION WALL at GARAGE REAR �J R -13 GATT INSULATION CRAWL and BASEMENT FOUNDATIONS W/ 2 MIL. VAPOR BARRIER 3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112* FROM FACE OF FOUND. WALL SIDING GRADE lx BAND BOARD W/ 112" DRYWALL DRIP EDGE (SEE ELEV. ) 2x4 TREATED W SILL PLATE 4' CONC. SLAB ON GRADE GRANULAR FILL GRANULAR FILL O TO 12' ABOVE v v TOP OF FOOTING , oo °o 00 00 °o °O o °o °o 00 00 4' DRAIN TILE 00 °O ° O° 0 o• ° \ ° d ° ♦ v °v °, ♦ bo det.estF31 3/4" FLOOR DECKING xC MUM rKAnIM) PLAN FOR JOIST LAYOUT (2) RISER AT 7 -3/4' EACH 1 9-1\ 11 IL I LI\ 1IWULA I l U1\ DOWN TO GRANULAR FILL UAN 8LLU 3) 8" LINE BLOCK ILL ANCHOR BOLTS o 6'-0* 0. C. 3'x8' CONCRETE FOOTING HULK a MIL. VISUUEEN APOR BARRIER det.estF28 SIDING 112" INSULATION SHEATHING TYPICAL FOUNDATION WALL: x 8' CAP BLOCK x (3) 8' LINE BLOCK x SILL ANCHOR BOLTS o 6'-0' O.C. x 16 "x8" CONCRETE FOOTING VERD I G GRACE If FOUNDATION WALL at GARAGE - SIDING CRAWL and BASEMENT FOUNDATIONS de t . es t F27 NOTE: OFFSET FACE OF STUN) 112" FROM FACE OF FOUND. WALL 112' INSULATION SHEATHING BRICK VENEER ,;; t FIN. GRADE \, ♦ v v °, ° o ° °0' °o 1. o• o• o• ° e v a v n v v ° v v cLl a � a v v ° v v A v p 21 FOUNDATION WALL at GARAGE - TWO -STORY SLAB FOUNDATIONS 112' DRYWALL ANCHOR BOLTS AT 6' 0. C. 4' CONC. SLAB ON GRADE GRANULAR FILL TYPICAL FOUNDATION WALL: x 8' CAP BLOCK ON 12' CAP BLS( x 16"x24* CONT. CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) r4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2.000 P.S.F. BRICK RETURNS z C) _ 07 LLl cr C3 z C=) � SIDING PROVIDE TREATED R -13 GATT INSULATION NOTE: OFFSET FACE OF STUD 112' BAND BOARD AT W /.2 MIL. VAPOR BARRIER FROM FACE OF FOUND. WALL CONCRETE SLAB AREA 3/4' RIGID INSULATION 3/4' FLOOR DECKING 2x4 TREATED PLATE 4' CONC. SLAB ON GRADE u' Y /THICKENED EDGE SEE FLOUR FRAMING SLOPE 1/8" PER FOOT PLAN FOR JOIST LAYOUT L , d L, L. d° d d v� d • vs d 1d v r �d v ° ° v ,v °, ° PERIMETER INSULATION ° ° ° O ° DOWN TO GRANULAR FILL o; o; 00 00 0, °o 00 I °o °o °o °� °� °� 1 1 /2' 00 O; QO 00 °O °o TYPICAL FOUNDATION WALL: 00 °o °O °O °O °O °° 16' -18' MIN. x 8' CAP BLOCK . °° . o° °° ° o° ° ° ° o; GRANULAR FILL x (3) 8' LINE BLOCK o ° ° x SILL ANCHOR BOLTS Q 6'-0* 0. C. 0 . ° • ° 00 SEE TYPICAL x 16'x8" COMTE FOOTING FOUNDATION WALL 00 °O ° 0• o• 4' MIN. GRANULAR FILL ° ° d ° d ° , ° ° ° ° ♦ ° UNDER 6 MIL. VISOUEEN d r ° , , \ v v ° ° v. , VAPOR BARRIER 1' -4' 29 FOUNDATION I& WALL at PATIO - SIDING CRAWL and PART'L BASEMENT FOUNDATIONS det.estF29 3/4" FLOOR DECKING xC MUM rKAnIM) PLAN FOR JOIST LAYOUT (2) RISER AT 7 -3/4' EACH 1 9-1\ 11 IL I LI\ 1IWULA I l U1\ DOWN TO GRANULAR FILL UAN 8LLU 3) 8" LINE BLOCK ILL ANCHOR BOLTS o 6'-0* 0. C. 3'x8' CONCRETE FOOTING HULK a MIL. VISUUEEN APOR BARRIER det.estF28 SIDING 112" INSULATION SHEATHING TYPICAL FOUNDATION WALL: x 8' CAP BLOCK x (3) 8' LINE BLOCK x SILL ANCHOR BOLTS o 6'-0' O.C. x 16 "x8" CONCRETE FOOTING VERD I G GRACE If FOUNDATION WALL at GARAGE - SIDING CRAWL and BASEMENT FOUNDATIONS de t . es t F27 NOTE: OFFSET FACE OF STUN) 112" FROM FACE OF FOUND. WALL 112' INSULATION SHEATHING BRICK VENEER ,;; t FIN. GRADE \, ♦ v v °, ° o ° °0' °o 1. o• o• o• ° e v a v n v v ° v v cLl a � a v v ° v v A v p 21 FOUNDATION WALL at GARAGE - TWO -STORY SLAB FOUNDATIONS 112' DRYWALL ANCHOR BOLTS AT 6' 0. C. 4' CONC. SLAB ON GRADE GRANULAR FILL TYPICAL FOUNDATION WALL: x 8' CAP BLOCK ON 12' CAP BLS( x 16"x24* CONT. CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) r4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2.000 P.S.F. BRICK RETURNS z C) _ 07 LLl cr C3 z C=) �