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Home My WebLink About0896.95.7A a - +.... ................... ... ...rab+ ��-.- f,�r'�,., .,W '�•4M`" ayr_-... yrlirw.► - - - 3 TYP. EXT. WALL WBRICK VENE1 SEE DT-: 44/D -1 (MINUS INSUL.) 2x4 R BOLT TO CHANNEL W / /2' DIA. BOLTS AT 4' -0: O.G. G12x20.i STEEL CHANNEL L- 4x4x1/4 STEEL ANGLE SHOP- WELD TO CHANNEL BOLT CHANNEL TO CAP fE W/ (2) '/2' DIA. BOLTS NOTE: b' MAX. EXCAVATION BEYOND BASEMENT WALL BEEgw GARAGE FOOTING T.O.FLOOR T.O i TYP. WALL BETWEEN GARAGE/UNiT SEE DETAIL: 461D -2 TYP. 1ST FLOOR CONSTRUCTION SEE DETAIL: 32/D -1 TYP. SILL fE AT BSMT. FOUND. SEE DETAIL: 42/D -' ir] Be GJ'1.U. FOUND. WALL AT GARAGE ( 8' CONCRETE FOUND. WALL W /4' DEE= °OCKE' TO SUPPORT GARAGE '=00 -ING PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOTING FOR LEAKsTH OF 10' MIN. TYPICAL GARAGE FOOTING - AT BASEMENT COND: 8'x16' CONT. CONCRETE FOOTING D To" BRIDGING GARAGE FOOTING TO BASEMENT WALL 20 SCALE. 1' =1' —0' 2^ T.OFLOOR 0 u _ T.O. ALL 10 Z �i �. ° G N. GRADE • ii 0 k_3 130 O II 0 u 3' DIA. (3' /z' O.D.) STD. STEEL PIPE L. /8 x /2 x /2 C P SHOP - WELDED TO PIPE COL. DETA I L.: BRICK LINTEL AT 16' GARAGE DOOR (2;A SCALE. ]'=I'—O' NOTE: DIMENSION 'A' SHALL NOT EXCEED 2' -0' TYPICAL FOOTING REINF. 14 BARS HORIZ. 4 VERT. TYPICAL STEPPED CONCRETE FOOTING SCALE: I'= I' -0' 4 15 12' TYP. ROOF /CE IL ING CON5T. SEE DETAIL: 26/D -1 I TYP. RAKE CONSTRUCTION � -1x2 WOOD SHINGLE !"TOLD -1x6 WOOD RAKE -GOVT. 2x NAILER W/2x BLOCKING AT 16' O.G. MAX. -CONT. 2x WOOD NAILER W/ 2x WD. BLOCKING AT 16' O.G. -1x4 SUB -RAKE T.O.P. GABLE END TRUSS CONT. 2x4 WOOD NAILER TYP. EXT. WALL WBRICK VENEER SEE DETAIL :44 /D -1 �� D � T � I � : TYPICAL RAKE CONSTRUCTION SCALE: 1'= 1'-0' TYP_ ROOF /GEIL. CON5T. SEE DETAIL: 26 /D -1 12 SEE ELEv.� - -- r TYP. FASCIA WBRICK VENEER ,� ` • 1X6 FASCIA BOARD ; T.O.P. • 2x4 OUTLOOKERS AT 24' O.C. T.O.P. ' 3/8' PLYWOOD SOFFIT W/ ; OR 1 2 CONCRETE D W A WALE - I �- (SEE PLANSi 8' CON(. FOUNDATION WALL 4' + 4' OR 8' u;/DAMP PROOFING TO GRADE UJ/DAMP PROOFING TO GRADE lo D�T�4 I �.: TYP. EXT. WALL AT 1ST FLOOR W/BSMT. �� DrmTo4 I L.: GYP. EXT. WALL AT 15T FLOOR W/BSMT. � 3 W/BRIGK VENEER SCALE: 1' =1' —0' 0 co � 8' OR 12' CONCRETE FND. WALL (SEE PLANS) W/DAMP PROOFING TO GRADE 4' m =.V.C. DRAIN BITUMINOUS FILLER ,III_ TYP. SLAB ON GRADE -I -4' GONG. SLAB ON GRADE ° -6 MIL. POLY VAPOR BARRIER ° -4' COMPACTED GRAVE- T. O. FTC., o �G ° 1 ° ° I TYPICAL GONG. FOOTING CONST. 8'x16 ' CONCRETE FOOTING W /2'x4' CONSTRUCTION KEY — ON VIRGIN SOIL OR W /(2) 04 T- BARS CON -. ON CERTIFIED GOMPACTED BEARING CAPAC �` OF 2000 P.S.P. — 1 1' -4 i_ D T,4 FOOTING AT BASEMENT WBRICK �LTIIJI ABOVE SCALE: 1' =1' -0 SCALE. 1' =1' —0' _ 8' GONG. FOUNDATION WALL W/DAMP PROOFING TO GRADE ° 4' m P.V.C. DRAIN III= ° BITUMINOUS FILLER —III II . II III— -YP. 5LA5 ON GRADE —III -I i -4' GONG. SLAB ON GRADE 6 1 ° - MiL. POLY VAPOR BARRIER ° -a' COMPACTED GRAVEL T. O. FTG. o ° . i7 8' __ I TyP. ROOF /CE I L ING CO_ N_5T- F SEE DETAIL: 26/D -1 ' TYP. RAKE CONSTRUCTION -1x2 WOOD SHINGLE MOLD -1x6 WOOD RAKE -CONT. 2x NAILER U)/2x ; BLOCKING AT 16' O.C. MAX. 1-3/8' PLYWOOD SOFFIT -1x4 SUB-RAKE - a GABLE END TRUSS CONT. 2x4 WOOD NAILER TYP. EXTERIOR WALL CON SEE DETAIL: 4611)-1 TYPICAL RAKE CONSTRUCTION SCALE: 1' =1' —0' rYP. ROOF /CE IL- CON5T. • F15Ei'GLASS SHINGLES • 15" BUILDING FELT • ' /z' EXT. GRADE PLYWOOD W /CLIPS (GLUED 4 NAILED) • WD ROOF TRUSSES is 24' O.G. (MAX) DESIGN BY MFR, R -38 BATT INSULATION W/ EAVE BAFFLE G.W.B. TYPICAL SOFFIT CONSTRUCTION I CONT. 2' SCREENED VENT I ( • 1X6 FASCIA BOARD i V J- CON -. 2x WOOD NAILER W/ ; '2x4 OUTLOOKERS AT 24' O.G. �� 2x WD. BLOCKING AT 16' C.C. �� 3/8' PLYWOOD SOFFIT W/ vnv 1x4 FRIEZE BOARD GOVT. 2' SCREENED VENT n i i n �\ ' 1x4 FRIEZE BOARD > HEADER AT WINDOW HEADER AT WINDOW TYP. EXT. WALL W /BRICK VENEER TY'R. EXT. WALL CONSTRUCTION SEE DETAIL: 44/D -1 SEE DETAIL: 4611) -1 DMT04 I L.: TYP. SOFFIT CONSTRUCTION WBRICK VENEER DETAIL.: TYPICAL SOFFIT CONSTRUCTION SCALE: 1' =1' -0' TYP. EXT. WALL W/BRIGK VENEER SEE DETAIL: 44/D -1 TYP. 2ND FLOOR CONSTRUCTION SEE DETAIL: 36/1)- ? t- R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER TYP. EXT. FALL WBRICK VENEER SEE DETAIL: 44/D -1 : DTA I L: EXT. WALL AT 2ND FLOOR WBRICK VENEER T.OF. 9 T.O.f'. SCALE. 1' =1' —0' TYP. EXT. WALL GONSTR SEE DETAIL:461D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUED 4 NAILED) -2x10 FLOOR JOISTS OR AS NOTED ON FRAMING PLANS I -1/2' G.W.B. R -13 BATT INSUL. AT PERIMETER CONT- 2x4 WOOD NAILER TYP. EXT. WALL C0N5TR SEE DETAIL :46 /D -1 ::)ETA I L: EXTERIOR WALL AT 2ND FLOOR T c,� ' — SCALE: 1' =1' —0' 1N � S� ' - RGE OF ST:lD NOTE: OFFSET FACE OF STUD 1/2' FROM FACE OF FND. WALL 1/2' FROM FACE OF FND. WAL_ TYP. EXT. WALL WBRICK VENEER TYP. EXT- WALL GONSTR -4' BRICK VENEER W/22 GAUGE i o HORIZONTAL SIDING I GALV. METAL WALL TIES AT 3/4' INSULATIOS SHEATHING 16' O.G. VERT. 4 32' O.C- HORIZ. 2x4 AT 16' O.G. (MAX.) I -1' AIR SPACE R -13 BATT INSULATION -3/4' INSULATED SHEATHING o 6 MIL. POLY VAPOR BARRIER Ed ' - BOLTS AT 6' -0' O.G- 12' MIN. dJ TYQ EXT. WALL WBRICK VENEER I TYP. SILL fE AT SLAB FOUND. TYP. EXT. WALL CONSTRUCTION TYPICAL FOUNDATION WALL SEE DETAIL: 44/D -1 SEE DETAIL: 441D -I ° AT BRICK VENEER Amp— SEE DETAIL: 46/D -1 TYPICAL FOUNDATION WALL 0 � a9 f II 8' 'L' BLOCK ON 12' C.M.U. ON .0 11 1 - 4 ` Be 'L' BLOCK ON 8' C.M.U. ON NOTE: OFFSET FACE OF STUD 12' x 24' CONT GONG. TRENG" ' FOOTING ON VIRGIN SOIL OR - ° ° FOOTING ON VIRGIN 501L OR 1/2' FROM FACE OF FND. WALL W /(2) 04 BARS CONT. ON I TYA_ 15T FLOOR CONSTRUCTION CERTIFIED COMPACTED FILL ° .° e .' TYP. 157 FLOOR GON6TRUG7ION w T.OF. SEE DETAIL: 32/D -1 T.OFLOOR • ' ° ° 2,000 10.5.F. °, ° ° -3/4' T4G PLYWOOD SUBFLOOR - DETA I L.: SLAB ON GRADE FOUND. 1J/BRICK RETURN DETA I L.: 5LAB ON GRADE FOUNDATION SCALE: 1'=I'-0' (GLUED 4 NAILED) SCALE: 1; =1' -0' -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS 0 NOTE: OFFSE -'=ACE OF STUD = i I -R -13 BATT !NSUL. AT PERIMETER - 1/2' FRO"' FACE OF FND. WALL T•O�IJALL _ T.O.P. SILL f1? AT B$M�. FOUND. ap ? M TYP. SILL f1? AT BSMT, FOUND. SEE DETAIL: 32/1) -' = ti. GRADE ° ii 2x6 P.T. SILL IE W /SILL SEAL - ue ANCHORED W/ i %' m GALV. BOLTS AT b -0' O.C. 12' MIN. III e i FROM fE ENDS 8' IMBEDDED OR 1 2 CONCRETE D W A WALE - I �- (SEE PLANSi 8' CON(. FOUNDATION WALL 4' + 4' OR 8' u;/DAMP PROOFING TO GRADE UJ/DAMP PROOFING TO GRADE lo D�T�4 I �.: TYP. EXT. WALL AT 1ST FLOOR W/BSMT. �� DrmTo4 I L.: GYP. EXT. WALL AT 15T FLOOR W/BSMT. � 3 W/BRIGK VENEER SCALE: 1' =1' —0' 0 co � 8' OR 12' CONCRETE FND. WALL (SEE PLANS) W/DAMP PROOFING TO GRADE 4' m =.V.C. DRAIN BITUMINOUS FILLER ,III_ TYP. SLAB ON GRADE -I -4' GONG. SLAB ON GRADE ° -6 MIL. POLY VAPOR BARRIER ° -4' COMPACTED GRAVE- T. O. FTC., o �G ° 1 ° ° I TYPICAL GONG. FOOTING CONST. 8'x16 ' CONCRETE FOOTING W /2'x4' CONSTRUCTION KEY — ON VIRGIN SOIL OR W /(2) 04 T- BARS CON -. ON CERTIFIED GOMPACTED BEARING CAPAC �` OF 2000 P.S.P. — 1 1' -4 i_ D T,4 FOOTING AT BASEMENT WBRICK �LTIIJI ABOVE SCALE: 1' =1' -0 SCALE. 1' =1' —0' _ 8' GONG. FOUNDATION WALL W/DAMP PROOFING TO GRADE ° 4' m P.V.C. DRAIN III= ° BITUMINOUS FILLER —III II . II III— -YP. 5LA5 ON GRADE —III -I i -4' GONG. SLAB ON GRADE 6 1 ° - MiL. POLY VAPOR BARRIER ° -a' COMPACTED GRAVEL T. O. FTG. o ° . i7 8' __ I TyP. ROOF /CE I L ING CO_ N_5T- F SEE DETAIL: 26/D -1 ' TYP. RAKE CONSTRUCTION -1x2 WOOD SHINGLE MOLD -1x6 WOOD RAKE -CONT. 2x NAILER U)/2x ; BLOCKING AT 16' O.C. MAX. 1-3/8' PLYWOOD SOFFIT -1x4 SUB-RAKE - a GABLE END TRUSS CONT. 2x4 WOOD NAILER TYP. EXTERIOR WALL CON SEE DETAIL: 4611)-1 TYPICAL RAKE CONSTRUCTION SCALE: 1' =1' —0' rYP. ROOF /CE IL- CON5T. • F15Ei'GLASS SHINGLES • 15" BUILDING FELT • ' /z' EXT. GRADE PLYWOOD W /CLIPS (GLUED 4 NAILED) • WD ROOF TRUSSES is 24' O.G. (MAX) DESIGN BY MFR, R -38 BATT INSULATION W/ EAVE BAFFLE G.W.B. TYPICAL SOFFIT CONSTRUCTION I CONT. 2' SCREENED VENT I ( • 1X6 FASCIA BOARD i V J- CON -. 2x WOOD NAILER W/ ; '2x4 OUTLOOKERS AT 24' O.G. �� 2x WD. BLOCKING AT 16' C.C. �� 3/8' PLYWOOD SOFFIT W/ vnv 1x4 FRIEZE BOARD GOVT. 2' SCREENED VENT n i i n �\ ' 1x4 FRIEZE BOARD > HEADER AT WINDOW HEADER AT WINDOW TYP. EXT. WALL W /BRICK VENEER TY'R. EXT. WALL CONSTRUCTION SEE DETAIL: 44/D -1 SEE DETAIL: 4611) -1 DMT04 I L.: TYP. SOFFIT CONSTRUCTION WBRICK VENEER DETAIL.: TYPICAL SOFFIT CONSTRUCTION SCALE: 1' =1' -0' TYP. EXT. WALL W/BRIGK VENEER SEE DETAIL: 44/D -1 TYP. 2ND FLOOR CONSTRUCTION SEE DETAIL: 36/1)- ? t- R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER TYP. EXT. FALL WBRICK VENEER SEE DETAIL: 44/D -1 : DTA I L: EXT. WALL AT 2ND FLOOR WBRICK VENEER T.OF. 9 T.O.f'. SCALE. 1' =1' —0' TYP. EXT. WALL GONSTR SEE DETAIL:461D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUED 4 NAILED) -2x10 FLOOR JOISTS OR AS NOTED ON FRAMING PLANS I -1/2' G.W.B. R -13 BATT INSUL. AT PERIMETER CONT- 2x4 WOOD NAILER TYP. EXT. WALL C0N5TR SEE DETAIL :46 /D -1 ::)ETA I L: EXTERIOR WALL AT 2ND FLOOR T c,� ' — SCALE: 1' =1' —0' 1N � S� ' - RGE OF ST:lD NOTE: OFFSET FACE OF STUD 1/2' FROM FACE OF FND. WALL 1/2' FROM FACE OF FND. WAL_ TYP. EXT. WALL WBRICK VENEER TYP. EXT- WALL GONSTR -4' BRICK VENEER W/22 GAUGE i o HORIZONTAL SIDING I GALV. METAL WALL TIES AT 3/4' INSULATIOS SHEATHING 16' O.G. VERT. 4 32' O.C- HORIZ. 2x4 AT 16' O.G. (MAX.) I -1' AIR SPACE R -13 BATT INSULATION -3/4' INSULATED SHEATHING o 6 MIL. POLY VAPOR BARRIER Ed ' - BOLTS AT 6' -0' O.G- 12' MIN. W ° I III I FROM fQ ENDS 15' IMBEDDED I I TYP. SILL fE AT SLAB FOUND. TYPICAL FOUNDATION WALL - ;0 Z SEE DETAIL: 441D -I ° AT BRICK VENEER Amp— ° TYPICAL FOUNDATION WALL 0 � a9 f II 8' 'L' BLOCK ON 12' C.M.U. ON .0 11 1 - 4 ` Be 'L' BLOCK ON 8' C.M.U. ON 12' x 24' CONT GONG. TRENCH 12' x 24' CONT GONG. TRENG" ' FOOTING ON VIRGIN SOIL OR o ° C, TYPICAL CONC. FOOTING CONST. 8'x16' CONCRETE FOOTING �D Z 111/2'x4' CONSTRUCTION KEY C,, F I= ON VIRGIN SOIL OR W /(2) 04 i I I BARS CONT. ON CERTIFIED COMPACTED FILL W/P'IIN. BEARING CAPACITY OF 4' I 8' 4' 2,000 PSF. I- D rm T A I L.: FOOTING AT BASEMENT SCALE: 1' =1' -0' m dCHK'D: P.M. : GEORGE J. C 20 p A :JAMES S. C) PROJECT NO.:2G-$ < 0 z 0 U) 5 uj d ' - BOLTS AT 6' -0' O.G- 12' MIN. W ° I III I FROM fQ ENDS 15' IMBEDDED I I TYP. SILL fE AT SLAB FOUND. TYPICAL FOUNDATION WALL - ;0 Z SEE DETAIL: 441D -I ° AT BRICK VENEER 0 ° TYPICAL FOUNDATION WALL 0 � a9 f II 8' 'L' BLOCK ON 12' C.M.U. ON .0 11 1 - 4 ` Be 'L' BLOCK ON 8' C.M.U. ON 12' x 24' CONT GONG. TRENCH 12' x 24' CONT GONG. TRENG" ' FOOTING ON VIRGIN SOIL OR - ° ° FOOTING ON VIRGIN 501L OR N W /(2) 04 BARS CONT. ON I W /(2) 04 BARS CONT. ON CERTIFIED COMPACTED FILL ° .° e .' CERTIFIED COMPACTED FILL. w W/P' 1N. BEARING CAPACITY OF U W/MIN. BEARING CAPAGiTY OF • ' ° ° 2,000 10.5.F. °, ° ° 2,000 "'.SF. I - DETA I L.: SLAB ON GRADE FOUND. 1J/BRICK RETURN DETA I L.: 5LAB ON GRADE FOUNDATION SCALE: 1'=I'-0' SCALE: 1; =1' -0' m dCHK'D: P.M. : GEORGE J. C 20 p A :JAMES S. C) PROJECT NO.:2G-$ < 0 z 0 U) 5 uj d an D- W a t-- 0 30 0 � a9 A J J 4 w F Q w U � z an D-