The URL can be used to link to this page

Home My WebLink AboutC2x4 TREATED PLATE 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER SLOPE 2" TO DOOR �^ d e s v v v a s v v s v v s v v n v v o0 00 00 00 00 00 o0 o0 o0 00 00 00 00 ° o° ° ° 00 6 " -8" MIN. 00 GRANULAR FILL NOTE: SILL PLATE TO BE FLUSH 3/4" FLOOR DECKING WITH CRAWL SIDE OF FOUNDATION WALL SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT (2) RISER AT 1 -3/4" EACH TYPICAL FOUNDATION WALL: (i) 9' TREAD x 8' CAP BLOCK x (3) 8' LINE BLOCK PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C. DOWN TO GRANULAR FILL x 16'x8' CONCRETE FOOTING 4' MIN. GRANULAR FILL ° °° °° °° °° UNDER 6 MIL. VISQUEEN VAPOR BARRIER vv s v OD 0 Z 0 , °0 1' -4" 3/4' FLOOR DECKI NG FACE OF STUD 112" PROVIDE CRAWL WALL AT GARAGE REAR det.estF48 3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112' PROVIDE TREATED FROM FACE OF FOUND, WALL BAND BOARD AT 112' EXPANSION MATERIAL CONCRETE SLAB AREA 3/4" DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT DRYWALL 8' POURED CONC. WALL 3/4" RIGID INSULATION SIDING 1z WOOD BAND BOARD W/ ALUM. DRIP CAP (SEE ELEV.) / 20 TREATED SILL PLATE 0 1/2' ANCHOR BOLTS AT 6' -0" O.C. FLOOR SYSTEM AT FOUNDATION AT POURED CONCRETE WALL SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 3/4" FLOOR DECKING TYPICAL PORCH FOUNDATION AT CRAWL WALL AT BRICK LOCATIONS v- 4' CONC. SLAB ON GRADE 2x4 TREATED PLATE 0 Z 0 , °0 00 NOTE: 3/4' FLOOR DECKI NG FACE OF STUD 112" PROVIDE THICKENED 02 cc o.? O. 4' CONC. SLAB ON GRADE r-� o Q 0 FROM FACE OF FOUND. WALL SLAB AT FRONT SLOPE 1/8' PER FOOT 0 0 SEE FLOOR FRAMING I SLOPE 1 /8' PER FOOT 3/4' FLOOR DECKING cr_ o , ° a v PLAN FOR JOIST LAYOUT t;z O ° ° d z Cc v e• a L � � e v ° 4 °00 U' s 4 4 ° Z O ,L , 0 00 4 ° s o I TYPICAL FOUNDATION WALL: TYPICAL FOUNDATION WALL: °° ° ° ° 0 ° ° ° o e ° 0,- o . ° ° ° 00. ° o ° 0 00 ° o0 ° 00 ° 00 ° ' ° ° 00 00 x 8' POURED CONCRETE WALL x 8" CAP BLOCK s d 0 00 00 00 00 00 00 0 00 0o FOR JOIST LAYOUT x SILL ANCHOR BOLTS @ 6' -0" O.C. x (3) 8" LINE BLOCK PERIMETER INSULATION ° d °o Co. °0 °0 °0 °° °° °0 °° 00 °° 1 1/2 00 x 16'x8' CONCRETE FOOTIN x SILL ANCHOR BOLTS @ 6' -0' O.C. DOWN TO GRANULAR FILL o0 00 00 00 00 00 00 H 00 00 00 00 00 00 x 16"x8° CONCRETE FOOTING o0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TYPICAL FOUNDATIO WALL: WALL: o0 0. o'? 0-A o? 0.? 00 00 00 00 °0 x 4' CAP BLOCK a v d ° ' " °° WOOD PLATE x 4' CAP BLOCK o° ° 00 x (4) 8' LINE BLOCK 4" CONCRETE SLAB ON GRADE 4 MIN. GRANULAR FILL °° °° °° ° ° x (4) 8" LINE BLOCK UNDER 6 MIL. VISQUEEN o0 00 00 ° 00 ° 00 00 00 00 x 16'x8' CONCRETE FOOTING W/ 6 MIL. VAPOR BARRIER 4" DRAIN TILE ' VAPOR BARRIER 0 00 00 00 0° 0 e e o0 0 v ° 00 00 D D. °D ° ° d ° d ° 00 00 0 i' -ii' MIN. ° s ° P x 16'X8" CONCRETE FOOTING d L L 0''6 v 4" MIN. 0 00 00 Oo 00 00 00 'a ° GRANULAR FILL �- TYPICAL FOUNDATION WALL: GRANULAR FILL ° ° ° ° TYPICAL PORCH FOUNDATION AT CRAWL WALL AT BRICK LOCATIONS v V s e GRANULAR FILL TO o 4" CONC. SLAB ON GRADE 12" ABOVE TOP OF ° ° ° W/ 6 MIL. VAPOR BARRIER CONCRETE FOOTING °° °° °° °° ° °° v ° o0 00 00 00 00 00 00 00 00 v d v ° 0 o e ° O O O o ° 1 O° O° O° O° ° v ° ° v v L v 0 , o vv vv vv v 00 00 00 00 ° 0o 00 00 00 s � o 00 00 O O v d� v° n v v e° 00 0, 00 o . o 4' DRAIN TILE 4' DRAIN TILE FRONT PORCH AT FOIINOATION WALL BASEMENT FOUNDATION 4" GRANULAR FILL det.estF35 det.estF46 det.estF38 NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL 2x4 TREATED iz BAND BOARD W/ PLATE DRIP EDGE (SEE ELEV.) ° v v s A d ° � d v ° ° e v v v = s ° dd OVERDIG W � a = v J Q v 3 d d ° ' a 4' DRAIN TILE \ 1� 4 v v ° s d d ° ° ° e O 00 00 / Oo 00 00 00 v L D. L s 0 0 00 00 ° e o 0 O° O° ° v e ° 0 00 0, O e ° d ° ° d ° 00 00 5'-0' FOUNDATION WALL - SIDING PART'L / FULL BASEMENTS GRADE NOTE: OFFSET FACE OF STUD 112" PROVIDE TREATED FROM FACE OF FOUND. WALL BAND BOARD AT 3/4" FLOOR DECKING CONCRETE SLAB AREA SEE FLOOR FRAMING 2x4 TREATED PLATE 4' CONC. SLAB ON GRADE PLAN FOR JOIST LAYOUT u-1 SLOPE 1/8' PER FOOT PERIMETER INSULATION DOWN TO GRANULAR FILL TYPICAL FOUNDATION WALL: x 8" CAP BLOCK x (3) 8" LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0" O.C. x 16 'x8' CONCRETE FOOTING 4' MIN. GRANULAR FILL UNDER 6 MIL. VISQUEEN VAPOR BARRIER ° e O O O O O O L J °0 °0 00 °0 00 °0 00 00 00 O 00 00 00 00 o0 00 0 00 00 00 °0 °0 0, °0 0, 0, 00 00 00 O 00 o0 00 00 00 00 0 0, 00 00 00 00 00 o 0 00 00 00 0o O 00 00 o° 0 0 0 0. o 0 0 O° O° O > < e d s ao 16 " -18" MIN. GRANULAR FILL FOUNDATION WALL AT PATIO CRAWL /PART'L BASEMENT FOUNDATIONS NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND, WALL 2x4 TREATED PLATE 3/4" FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" CONC. SLAB ON GRADE SLOPE 2" 2" TO DOOR (2) RISER AT 7 -3/4" EACH TYPICAL FOUNDATION WALL: v � v (i) 9" TREAD 8' CAP BLOCK ° ° ° ° ° ° 00 00 x (3) 8' LINE BLOCK op o0 00 00 00 00 00 00 00 lo'? PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C. o0 o0 DOWN TO GRANULAR FILL x 16 'X8' CONCRETE FOOTING 00 6' -8' MIN. ° °° °° 4' MIN. GRANULAR FILL GRANULAR FILL ° °0 ° °. ° o° ° o° UNDER 6 MIL. VISQUEEN v d VAPOR BARRIER cod CRAWL WALL AT GARAGE REAR 2x4 TREATED GRANULAR FILL SILL PLATE TO 12" ABOVE TOP OF FOOTING NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL cn LLJ 4" CONC. SLAB ON GRADE cc det.estF31 1 1/2" SEE TYPICAL FOUNDATION WALL det . estF29 vv vv av 00 00 00 00 00 0. 00 00 o0 o0 00 Oo O° 0 ° 00 GRANULAR FILL 00 o° ° v s v v b. v ° s ° ° det.estF28 TYPICAL FOUNDATION WALL: x 8" CAP BLOCK x (3) 8" LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0" O.C. x 16'x8" CONCRETE FOOTING OVERDIG GRADE GARAGE FOUNDATION WALL - SIDING CRAWL /BASEMENT FOUNDATION 112" EXT. SHEATHING BRICK VENEER NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL FIN. GRADE cn w ry- Q t, v v- 4' CONC. SLAB ON GRADE 3 0 Z 0 , °0 00 NOTE: OFFSET FACE OF STUD 112" PROVIDE THICKENED 02 cc o.? O. r-� o Q Z FROM FACE OF FOUND. WALL SLAB AT FRONT SLOPE 1/8' PER FOOT 0 0 Z o 3/4' FLOOR DECKING cr_ o , ° a v O w F— z Cc e• a L � � e v ° 4 °00 U' 4 4 ° Z O ,L , 0 00 00 °0 00 o I 00 00 00 m N SEE FLOOR FRAMING 00 00 00 00 00 c 00 00 00 0 FOR JOIST LAYOUT � H 1 1/2" °° °0 °° °0 00 Co. 00 00 ° m Z Q H 00 00 00 00 00 00 00 00 ° ° ° C 2X4 TREATED TYPICAL FOUNDATION WALL: 00 00 00 0 00 00 00 00 00 a v d ° ' WOOD PLATE x 4' CAP BLOCK °° °° °o °° °° °° °° °° ° ° x (4) 8" LINE BLOCK 00 00 ° 00 ° 00 00 00 00 00 o v o0 ° 00 00 00 00 0 x 16'X8" CONCRETE FOOTING 00 00 Oo 00 00 00 'a ° �- TYPICAL FOUNDATION WALL: ° ° ° ° ° ° ° ° ° P, s = x 8" POURED CONCRETE WALL oo< °0 v v ° ° ° ° x SILL ANCHOR BOLTS @ 6' -0' O.C. °° ° ° ° J x 16'X8" CONCRETE FOOTING o � ° v ° n v v v ° ° ° i' -11' MIN. GRANULAR FILL ° v v v ° v V s e GRANULAR FILL TO o 4" CONC. SLAB ON GRADE 12" ABOVE TOP OF ° ° ° W/ 6 MIL. VAPOR BARRIER CONCRETE FOOTING °° °° °° °° ° °° v ° o0 00 00 00 00 00 00 00 00 v d v ° 0 o e ° O O O o ° 1 O° O° O° O° ° v ° ° v v L v 0 , o vv vv vv v 00 00 00 00 ° 0o 00 00 00 s � o 00 00 O O v d� v° n v v e° 00 0, 00 o . o 4' DRAIN TILE 4' DRAIN TILE FRONT PORCH AT FOIINOATION WALL BASEMENT FOUNDATION 4" GRANULAR FILL det.estF35 det.estF46 det.estF38 NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL 2x4 TREATED iz BAND BOARD W/ PLATE DRIP EDGE (SEE ELEV.) ° v v s A d ° � d v ° ° e v v v = s ° dd OVERDIG W � a = v J Q v 3 d d ° ' a 4' DRAIN TILE \ 1� 4 v v ° s d d ° ° ° e O 00 00 / Oo 00 00 00 v L D. L s 0 0 00 00 ° e o 0 O° O° ° v e ° 0 00 0, O e ° d ° ° d ° 00 00 5'-0' FOUNDATION WALL - SIDING PART'L / FULL BASEMENTS GRADE NOTE: OFFSET FACE OF STUD 112" PROVIDE TREATED FROM FACE OF FOUND. WALL BAND BOARD AT 3/4" FLOOR DECKING CONCRETE SLAB AREA SEE FLOOR FRAMING 2x4 TREATED PLATE 4' CONC. SLAB ON GRADE PLAN FOR JOIST LAYOUT u-1 SLOPE 1/8' PER FOOT PERIMETER INSULATION DOWN TO GRANULAR FILL TYPICAL FOUNDATION WALL: x 8" CAP BLOCK x (3) 8" LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0" O.C. x 16 'x8' CONCRETE FOOTING 4' MIN. GRANULAR FILL UNDER 6 MIL. VISQUEEN VAPOR BARRIER ° e O O O O O O L J °0 °0 00 °0 00 °0 00 00 00 O 00 00 00 00 o0 00 0 00 00 00 °0 °0 0, °0 0, 0, 00 00 00 O 00 o0 00 00 00 00 0 0, 00 00 00 00 00 o 0 00 00 00 0o O 00 00 o° 0 0 0 0. o 0 0 O° O° O > < e d s ao 16 " -18" MIN. GRANULAR FILL FOUNDATION WALL AT PATIO CRAWL /PART'L BASEMENT FOUNDATIONS NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND, WALL 2x4 TREATED PLATE 3/4" FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" CONC. SLAB ON GRADE SLOPE 2" 2" TO DOOR (2) RISER AT 7 -3/4" EACH TYPICAL FOUNDATION WALL: v � v (i) 9" TREAD 8' CAP BLOCK ° ° ° ° ° ° 00 00 x (3) 8' LINE BLOCK op o0 00 00 00 00 00 00 00 lo'? PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C. o0 o0 DOWN TO GRANULAR FILL x 16 'X8' CONCRETE FOOTING 00 6' -8' MIN. ° °° °° 4' MIN. GRANULAR FILL GRANULAR FILL ° °0 ° °. ° o° ° o° UNDER 6 MIL. VISQUEEN v d VAPOR BARRIER cod CRAWL WALL AT GARAGE REAR 2x4 TREATED GRANULAR FILL SILL PLATE TO 12" ABOVE TOP OF FOOTING NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL cn LLJ 4" CONC. SLAB ON GRADE cc det.estF31 1 1/2" SEE TYPICAL FOUNDATION WALL det . estF29 vv vv av 00 00 00 00 00 0. 00 00 o0 o0 00 Oo O° 0 ° 00 GRANULAR FILL 00 o° ° v s v v b. v ° s ° ° det.estF28 TYPICAL FOUNDATION WALL: x 8" CAP BLOCK x (3) 8" LINE BLOCK x SILL ANCHOR BOLTS @ 6' -0" O.C. x 16'x8" CONCRETE FOOTING OVERDIG GRADE GARAGE FOUNDATION WALL - SIDING CRAWL /BASEMENT FOUNDATION 112" EXT. SHEATHING BRICK VENEER NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL FIN. GRADE cn w ry- Q t, v v- v e v v 3 0 Z 0 , °0 00 00 w w cn 02 cc o.? O. \12 t-\ GARAGE WALL AT BRICK RETURN SLAB FOUNDATION det.estF27 112" DRYWALL ANCHOR BOLTS AT 6' O.C. 4' CONC. SLAB ON GRADE GRANULAR FILL TYPICAL FOUNDATION WALL: x 8' CAP BLOCK ON 12" CAP BLOCK x 16'x24" CONT . CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) 14 BARS CONT . ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2, 000 P.S.F. det.estF21 r aL L w 0 l DATE: w Z z w w w cn cc: cc cc r-� Q Z a 0 w 0 0 Z o cr_ o Q O w F— z Cc Cl U' F-- Z O c c o I O 3 (1J m N cc www c Q DATE: w Z z 0 S cn H r-� Q a w 0 0 DATE: w Z W S cn r-� Q w 0 Z o cr_ o Q O O F— z Cl a F-- O c c o I O U- LL N � H cs Z m Z Q H O Q C DATE: