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Home My WebLink About1158.95.9W �7 5 N NOTE: 6' MAX. EXCAVATION ' BEYOND BASEMENT WALL + BEL pW GARAGE FOOTING T.O.FLOOR 0 10 o =11 /_LT.O.IUALL ?� 7 �0 120 N f .I -II L a x 30 FD 0 I N *� fo� f O to 1 n N= o 00 40 TYP. WALL BETWEEN GARAGE/UNIT SEE DETAIL: 461D -2 TYP. 1ST FLOOR CONSTRUCTION SEE DETAIL: 32/D -1 ii TYP. SILL fl? AT BSMT. FOUND. ii SEE DETAIL: 42/D -1 ir> 5, G.M.U. FOUND. WALL AT GARAGE 8' CONCRETE FOUND. WALL W /4' DEEP =OCKE- TO SUPPORT GARAGE FOOTING !` PROVIDE (4) "4 BARS IN BOTTOM OF GARAGE FOOT ING FOR LENGTH OF 10' MIN. TYPICAL GARAGE FOOTING AT BASEMENT COND: 8'x16" CONT. CONCRETE FOOTING DETAIL: BRIDGING GARAGE FOOTING TO BASEMENT WALL SCALE: 1'= 1'- 0' TYP. EXT. WALL W /BRICK VENEER I SEE DETAIL: 44/D -1 13 - 4 15 T1-P- EXT. WALL ,J/BRICK VENEER_ SEE DTL 44/D 1 (MINUS INSUL) 12 -,- 1 TYP. ROOF /CEILING. CONST_ 2x4 IR BOLT TO CHANNEL SEE DETAIL: 261D -I W //2' DIA. BOLTS AT 4' -0: D.C. i C12x20.1 STEEL CHANNEL TYP. RAKE CONSTRUCTION i ` -1x2 WOOD SHINGLE MOLD Z_ 4x4x1/4 STEEL ANGLE SHOP- -1x6 WOOD RAKE WELD TO CHANNEL �� -CONT. 2x NAILER W/2x BLOCKING AT 16' O.C. MAX. BOLT CHANNEL TO CAP fE W/ -CONT. 2x WOOD NAILER W/ (2)'/2' DIA. BOLTS 4 2x WD. BLOCKING AT 16' O.G. 3' DIA. (3'i2' O"D_) STD. STEEL PIPE COL. W /8 "x3 /2 "xl /2' CAP fE SHOP- WELDED TO PIPE COL. Dr=tA i L: BRICK LINTEL AT 16 GARAGE DOOR (2)A �� SCALE: 1' =1' -0' NOTE: DIMENSION 'A' SHALL NOT EXCEED 2' -0' TYPICAL FOOTING REINF. "4 BARS HORIZ. 4 VERT, DETAIL: TYPICAL STEPPED CONCRETE FOOTING v TYP" 1ST FLOOR CONSTRUCTION T O FLOOR T OFLOOR SCALE: I'= I' -0' SEE DETAIL: 46/D -1 NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FND. WALL TYP. 1ST FLOOR CONSTRUCTION -1x4 SUB -RAKE T.O.P. �� GABLE END TRUSS CONT. 2x4 WOOD NAILER 77 1 TYP. EXT. WALL W /BRICK VENEER SEE DETAIL:44/D -1 ,� ��t� I �: TYPICAL RAKE CONSTRUCTION TYP. ROOF /CE IL. CONST. SEE DETAIL: 26 /D -1 12 SEE ELEV.�' TYP. FASCIA W /BRICK VENEER 1X6 FASCIA BOARD T. �-P- • 2x4 OUTLOOKERS AT 24' O.C. *3/5" PLYWOOD SOFFIT W/ CONT. 2" SCREENED VENT • CONT. 2x WOOD NAILER W/ t t� 11 „li i 2x WD. BLOCKING AT 16' O.G. viii I' 1x4 FRIEZE BOARD 1111 nlln Hvv1 , � YY JL i HEADER AT WINDOW T O.F — ~ E" SEE DETAIL: 32/D -1 H — NO.:20- 955-01 1 -3i4" T4G PLYWOOD SUBFLOOR — x o H �w1 � (GLUED 4 NAILED) o � -2x10 FLOOR JOISTS AS I NOTED ON FRAMING PLANS J py = NOTE: OFFSET FACE OF STUD O -R -13 BATT INSUL. AT PERIMETER T.O WALL — 1/2" FROM . FACE OF FND WALL � T.O.WALL U � c0!? Id fE AT 551` =OUND. Z o ? 11 p a ° TYP SILL fE AT BSMT. FOUND. F!N. GRADE ii ° SEE DETAIL= 32,D- FIN. GRADE ° ii 2x6 P.T. SILL fE W /SILL SEAL 7. o �� r S uj ~o D ANCHORED W/ '/2 " m GAL V. i �\ BOLTS AT 6' -m" O.C. 12' MIN. FROM fE ENDS 8' IMBEDDED - = ° F?' OR 12" CONCRETE FND. WALL -III r 4' ; �" OR S' (SEE PLANS) U) /DAMP PROOFING TO GRADE S' CON(. FOUNDATION WALL M C7 i 44� W /DAMP PROOFING TO GRADE TYP. EXT. WALL W /BRICK VENEER SEE DETAIL: 44/D -1 i . DETAIL: TYP. SOFFIT CONSTRUCTION WBRICK VENEER SCALE: I'= V -0' TYP. EXT_ WALL W /BRICK VENEER SEE DETAIL: 44/D -1 TYP. 2ND FLOOR CONSTRUCTION SEE DETAIL: 36/D -1 R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER TYP. EXT. FALL W /BRICK VENEER SEE DETAIL: 44/D -1 3 D tA (L: TYP. EXT. WALL AT 15T FLOOR. W/SSMT. WALL AT 1ST FLOOR W/SSMT_ � t� I �- EXT WALL AT 2ND FLOOR WBRICK 1/ENEER W /BRIGG VENEER SCALE: 1'=I'-O' a c0 I cfp . - I i D . W/DAi"IP PROOFING TO GRADE ! p . 4" 0 P.V.C. DRAIN BITUMINOUS FILLER ! TYP- SLAB ON GRADE ! i -4' CONC. SLAB ON GRADE i p -(o MIL. POLY VAPOR BARRIER ° . 1-4- COMPACTED GRAVEL D' I T. O. FTG., v D D D ° q d� -mac I ° : • T� YPICAL CONC. FOOTING CONST. , ° S "x.l 6 CONCRETE FOOTING W /2'x4' CONSTRUCTION KEY ON VIRGIN SOIL OR W /(2) 04 BARS CON -. ON CERTIFIED COMPACTED FALL W/MIN. BEARING CAPAC! "r' OF — 2,000 P.S. ICI Drm'r,4 I L: FOOTING AT BASEMENT- WBRICK RET URN ABOVE SCALE: I'= 1' -0' SCALE: V= V-0' 8" LONG F ATI 6 17 8- TYP. ROOF /CEILING CONST. _ F ` SEE DETAIL: 26/D -1 i t TYP RAKE CONSTRUCTION - �\ / -1x2 WOOD SHINGLE MOLD -1x6 WOOD RAKE `. -CONT. 2x NAILER W/2x • _ BLOCKING AT 16" O.G. MAX. -3/8' PLYWOOD SOFFIT -1x4 SUB -RAKE GABLE END TRUSS ' E'y Z CONT. 2x4 WOOD NAILER a H TYP. EXTERIOR WALL CONSTR. Z SEE DETAIL. 461D -1 w A x H w D E t A I L: TYPICAL RAKE CONSTRUCTION Z~ ► T.O.P. i ►T.O.F. e T.O.P. it TM 12 5EE =LEV.� t SCALE: I YP. ROOF /GE IL. CONST. • FIBERGLASS SHINGLES • 15" BUILDING FELT '/2' EXT. GRADE PLYWOOD W /CLIPS (GLUED 4 NAILED) • WD ROOF TRUSSES im 24' O.G. (MAX) DESIGN BY MFR. • R -38 BATT INSULATION W/ EAVE BAFFLE TYPICAL SOFFIT CONSTRUCTION • 1X6 FASCIA BOARD 2x4 OUTLOOKERS AT 24" O.C_ '3/6' PLYWOOD SOFFIT W/ � iiv CONT. 2" SCREENED VENT 1x4 FRIEZE BOARD YY >< HEADER AT WINDOW TYP. EXT. WALL CONSTRUCTION SEE DETAIL: 46/D -1 META I L: TYPICAL SOFFIT CONSTRUCTION SCALE: I'= V- 0 TYP. EXT. WALL CONSTR. SEE DETAIL:46 /D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUED 4 NAILED) -2x10 FLOOR JOISTS OR AS NOTED ON FRAMING PLANS -1/2' G.W.B. R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER TYP. EXT. WALL CONSTR. SEE DETAIL:46 /D -1 DtA I L: EXTERIOR WALL AT 2ND FLOOR 10 ~ E" w E.4 H PROJECT NO.:20- 955-01 z x o H �w1 � o 2C M - SCALE: I'= V- 0' T FACE OF STUD NOTE: OFFSET FACE OF STUD 30 cfJ I 1/2' FROM FAGS OF FND. WALL cf� 1/2' FROM FACE OF FND. WALL TYP. EXT. WALL W /BRICK VENEER TYP. EXT. WALL CONSTR. _ OUND ON WALL I ° W/DAMP PROOFING TO GRADE I -4� BRICK VENEER W/22 GAUGE HORIZONTAL SIDING 77 GALV. METAL WALL TIES AT I i° 3i4' INSULATING SHEATHING D . 4 P.V.G. DRAIN 16" O.C. VERT_ 4 32' O -C. HORIZ. I° 2x4 AT 16' O.G. (MAX.) ° R -13 BATT INSULATION — 1 -1' AIR SPACE BITUMINOUS FILLER � ii -3i4' INSULATED SHEATHING � ° 6 MIL. POLY VAPOR BARRIER 1ST FLOOR ! - 2x4 AT 16' O.C. (MAx.) 15T FLOOR °'/2' G.w_a. T.O.SLAB o e _ R -13 BATT INSULATION T.O.SLAB i— I TYP. SLAB ON GRADE _ z _ 6 MIL. POLY VAPOR BARRIER z -4 CON(. SLAB ON GRADE TYP. SLAB ON GRADE CONST. ! FIN. GRAD FIN. GRADE —1 ° D 1 -6 MiL. POLY VAPOR BARRIER 4" CONC. SLAB ON GRADE -4' COMPACTED GRAVEL ' I I 6 MIL. POLY. VAPOR BARRIER I I ( TYP. SELL fE AT SLAB FOUND. OVER 1' PERIMETER INSUL. D D ' D - I - 2x4 P.T. SILL fE W/ SILL SEAL _ 4 " 8 MIN. HORIZ. CONTINUOUS `TG �c ° I_ ANCHORED W/ ��2 GALV. I I _ ON 4' GRAVEL BASE �OA �d�o o D . D . BOLTS AT 6 -0 O.C_ 12 MIN_ I D D TYPICAL CON(. FOOTING CONST. D FROM fE ENDS 15 IMBEDDED TYP. SILL fE AT SLAB FOUND. D ° p I I D SEE DETAIL: 44/D- 8 x16 CONCRETE FOOTING �4 z ° ° TYPICAL FOUNDATION WALL _Z I (I ° ° I ' W /2'x4' CONSTRUCTION KEY D D AT BRICK VENEER �, D D TYPICAL FOUNDATION WALL ON VIRGIN SOIL OR W /(2) "4 f II 8' "L" BLOCK ON 12' GM.U. ON I i ' ' 7117- I ` �4 D j1 182 x 24' BLOCK ONT ON CONCC TRENCH BARS CONT. ON CERTIFIED I 0 12 x 24' CONT CON(. TRENCH � 1.� 4 - I i COMPACTED FILL W/MIN. ' D D FOOTING ON VIRGIN SO L OR W /C2) �4 BARS CONT. ON BEARING CAPACITY OF `v � W /(2) "4 BARS CONT. ON � D - o .D � FOOTING ON VIRGIN SOIL OR 4' ! 8' 4' — 2,000 P.S.F. D D CERTIFIED COMPACTED FILL D ! CERTIFIED COMPACTED FILL W/MIN. BEARING CAPACITY OF W/MIN. BEARING CAPACITY OF ° 1'-4- V I � � I ° 2,000 P.S.F. 2,000 P S F . D D DETAIL: FOOTING AT BASEMENT DETA I L: SLAB ON GRADE FOUND. WBRICK RE-TOKN �,� Mra tA I L: SLAB ON GRADE FOUNDATION SCALE: I'= V -0' SCALE: 1' =1' - O' 40 ,R MI ui�� CHK'D: P.M. :GEORGE J. GUZZIE P.A. : JAMES S. CARR PROJECT NO.:20- 955-01 a o o � 4 J py N O A W � U � o Z o r S uj �\ r M C7 as o z � o D -1 W a o o � 4 J py O A W � U � D -1