Loading...
HomeMy WebLinkAbout1099.95.2a NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL 21X4' TREATED PLATE 4' CONC. SLAB ON GRADE tz W/ 6 MIL. VAPOR BARRIER r -- SLOPE 2' TO DOOR L__ 1 L d v , L , V , L vv vv vv 00 00 00 , 00 00 o0 ° 0° 0° 0° 0° °o ° ° ° ° ° ° 0 0, / ° OO 00 6' -8° MIN. �� 0 GRANULAR FILL °0 e 0. ° X ° d v t, d ° ° v ° v ° t, ° a ° 3/4' FLOOR DECKING 2'Xi0' JOISTS (2) RISER AT 7 3/4' EACH TYPICAL FOUNDATION WALL: (1) 9' TREAD * 8' CAP BLOCK x (3) 8' LINE BLOCK PERIMETER INSULATION * SILL ANCHOR BOLTS @ 6' -0' O.C. DOWN TO GRANULAR FILL * 16'x8' CONCRETE FOOTING 4' MIN. GRANULAR FILL O° °0 OVER 6 MIL. VISOUEEN i VAPOR BARRIER CRAWL WALL AT GARAGE REAR NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 25X4' TREATED SILL PLATE 4' CONC. SLAB ON GRADE W W/ 6 MIL. VAPOR BARRIER V L V, L, P L V , L, L v 00 00 00 00 00 o° o° 0e 00 oe o° ° ° O° o 6' -8" MIN. GRANULAR FILL ; ° 00 V b, ° v v n ° b. ° s ° v ° ° co VV 1'-4' det . estF28 TYPICAL FOUNDATION WALL: * 8' CAP BLOCK * (3) 8' LINE BLOCK * SILL ANCHOR BOLTS @ 6' -0" O.C. * 16'x8' CONCRETE FOOTING I GRADE SECTION AT GARAGE FOUNDATION WALL AT SIDING LOCATIONS 1/2" DIA. JUSTABLE STEEL LUNN 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 ° , A D d v d v d v d v FOR PAD DIMENSIONS 00 o0 00 'V ° s ° v 1, o ° s ° v 00 00 0 s ° n ° b. ° ° v v ° ° n vv vv ° ° e ° ° s s x � WIDTH. z, TYPICAL FOUNDATION AT STEEL COLUMN det . estF27 det.estF25 5/8' DRYWALL (GAR.) R -13 BATT INSULATION W/ 2 MIL. VAPOR BARRIER PROVIDE ANCHOR BOLTS AT 6' O.C. 4' CONC. SLAB ° ° v VV , , , ° 8' GRANULAR FILL d d o 0 o0 00 o0 o0 0 00 00 00 °0 °0 °0 0 n. n. e n. d 7 1, d d °, ° V °v v ° ° ° v ° ° 0 0 ° ° � � vv CV ° d V L d ° d ° s ° ° ° ° v ° s 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 B" '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. F19 INTERIOR WALL QT. GARAGE SLAB FOUNDATION HORIZONTAL SIDING 3/4' INSULATION SHEATHING R -13 BATT INSULATION W/ 2 MIL. VAPOR BARRIER zo Z o Cu 112' DRYWALL 21X4' STUDS AT 16' O.C. 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER MIN. 4' GRAVEL BASE cl- Lu 0 N NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL det.estFi9 112' DRYWALL 14' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER FIN. GRADE ° 00 PROVIDE ANCHOR BOLTS AT 6' O.C. Oe e ° °o° °o 12' GRANULAR FILL n v c s ° v n ° ° e VV TYPICAL FOUNDATION WALL: 8' 'L' BLOCK ON 8' C.M.U. `„ A v a � ° v V 16'x24' CONT. CONC. TRENCH ° ° ° FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF V-41 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. VL � v L -IL I v __4L , I FIN. GRADE 0 a- 00 0, 00 0 00 00 °0 TYPICAL FOUNDATION WALL: d s d 8" CAP BLOCK ON 8' C.M.U. x 1610' CONT. CONC. TRENCH VV FOOTING ON VIRGIN SOIL OR ° d v ° W/ (2) #4 BARS CONT. ON o s d s CERTIFIED COMPACTED FILL W/ V ° MIN. BEARING CAPACITY OF 2,000 P.S.F. V-41 EXTERIOR WALL AT GARAGE SLAB FOUNDATION det.estF17 4' CONC. SLAB ON GRADE W/ v iri c:c THICKENED SLAB AT FRONT AND w 2% DOWNSLOPE TOWARDS FRONT w F- -2% SLOPE GRANULAR FILL ac ° ° v , , v I— 1 -112' OVERHANG AT BLOCK a z ° a 0 oe oe O O 0e o° O O FIN. GRADE 00 o0 o0 00 00 71 V ° ° , 0_- ° ° ° ° ° ° ° ° TYPICAL FOUNDATION WALL: 8' CAP BLOCK w ° Vd °v ° ac 16 "x24" CONT. CONC. TRENCH o -�, Iab ° ° o ° ° v FOOTING ON VIRGIN SOIL OR z v ° ° W/ (2) #4 BARS CONT. ON `a °��d�p , 3 !+ CERTIFIED COMPACTED FILL W/ m -- °v ° ' v > > MIN. BEARING CAPACITY OF Q + � 1 I -4' -�k w �2, 000 P.S.F. 0 EXTERIOR FOUNDATION AT CONC. PORCH OVERHANG, F16 NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL HORIZONTAL SIDING 3/4' INSULATION SHEATHING 4' CONC. SLAB W /THICKENED EDGE O 112' EXPANSION JOINT MATERIAL d d d ° d VL o ° v v ° ° ° o V ° e ° v e Oe O ° V O O V OO 00 v ° 00 0, 11 1/2' GRANULAR FILL 0 00 00 0 00 v ° n VV ° e O ° 1 n d vs L d Cu ° ° t, ° v ° VV ° d v L d L 1,-4° 14 EXTERIOR WALL AT PORCH AT SIDING LOCATIONS 112' DRYWALL 3 1/4' BASE det.estF16 112' DRYWALL PROVIDE ANCHOR BOLTS AT 6' O.C. 4' CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 2'X 2' CONTINUOUS PERIMETER INSULATION 12' GRANULAR FILL TYPICAL FOUNDATION WALL: 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. 112' DRYWALL 2'X4' AT 16' O.C. 4' CONC. THICKENED SLAB W/ 6 MIL. VAPOR BARRIER � Z 1np Is 1 li � 12' GRANULAR FILL 00 0 0 OO° 00 00. o o S 00 00 p 00 00 O v a p a v °0 00 00 00 00 � W ":eF rzOt1D. !PLAN 3 THICKEND SLAB AT BEARING WALL det . estF3 det.estF14 Y eq <V \O � H h aw w r_ er w f a o U c�5 � W E m mz 9 V� i» v iri c:c z w w w C= ac ac ui I— z a 0 0 H cn H w ac z H 3 !+ cu m Q > > > Q w w w 0 CC Cr_ Q i» z 0 H I— a 0 loin C3 2 Q 0 Z Q Cf') 1 Lo CQ Lo iw a � z Q z a u- cn H Q w 0 z O H O ~Q CD C O U LL; m z 3 a a � o GATE: 5/B5/95