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Home My WebLink About0676.95.9.10 120 2 3 TYP. EXT. WALL WBRIGK VENEER 4 SEE DTL: 44/D -L (MINUS INSUL.) , 2x4 1E 5OL'T TO CHANNEL W/1/2' DIA. BOLTS AT 4'- 0.;;.' C1240.1 STEEL CHANNEL L 4x4xl/4 STEEL ANGLE 5✓-40P- WELD TO CHANNEL BOLT CHANNEL TO CAP IE W/ (2) '1/2' DIA. BOLTS T.O.fa. TYP. WALL BETWEEN GARAGE/UN7 SEE DETAIL: 461D -2 NOTE: 6' MAX. EXCAVATION BEYOND BASEMENT WALL BELOW GARAGE FOOTING T.OFLOOR TYP. 16T FLOOR GON57RUCTION SEE DETAIL: 32/D -1 T,OIJALL 11 �� TYP. SILL B AT BSMT. FOUND. n SEE VETAIL: 42/D -1 IYM w :l. B' r_.M.U. FOUND. WALL N AT GARAGE 8' CONCRETE FOUND. WALL W /4' DEEP ;DOCKET TO SUPPORT GARAGE FOOTING PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOTING FOR LENGTH QF 10' MIN. TYPICAL GARAGE FOOTING AT BA5E?" LENT COND: 8'x16' CONT. CONCRETE FOOTING DETAIL: BRIC>GING GAR,46E FOOTINCs TO 5A5E1'''iENT WALL SCALE: I'm 1'- 0' A T.OFLOOR TYP. EXT. WALL WBRIGK VENEER SEE DETAIL: 44/D -1 TYP AT FI nnR CONSTRUCTION SEE DETAIL: 32/D -1 �^ v NOTE: OFFSET FACE OF STUD T.O ALL I/2' FROM FACE OF RAID. WALL • � Z -- � i� .. TYP. SILL iQ AT BSMT. FOIAVD. -4" SEE DETAIL: 32/D -I FIN. GRADE -► ► I ► ► 10' OR 12' CONCRETE FND. WALL (SEE PLANS) 4! W/DAMP PROOFING TO sRADE 1��TA f j,■,' T WALL AT 1ST FLOOR W/BSMT. A j-300 c0 (2)A ( 3' DIA. (31/2' OD-) STD. STEEL PIPE COL. / x /2 x /2 SHOP- WELDED TO PIPE COL. SCALE: NOTE: D IMEN61 ON 'A' SHALL NOT rXCEED 2 -0' TYPICAL FOOTING REIN;. 14 BARS HORIZ. t VERT. flgTA I L: TYPICAL STEPPED CONCRETE FOOTINCs 12' T lam. i r 1 1 1 ► oo lo r 5 DETA I TYPICAL RAKE CONSTRUCTION SCALE : TYP. ROOF /CEIL. GON5T. SEE DETAIL: 2(o/D -1 • 1 6 '7 8 TYP. ROOF /CEILING CONS -. SEE DETAIL: 26/D -1 r � j TYP. RAKE CONSTRUCTION - Ix2 WOOD 5+4INGLE MOLD ► ` -Ixb WOOD RAKE -CONT. 2x NAILER W/2x BLOCKING AT I6' O.G. MAX. -3/8' PLYWOOD SOFFIT -1x4 SUB -RAKE T.O.P. GABLE END TRUSS CONT. 2x4 'WOOD NAILER EXTERIOR WALL CONS. R. SEE DETAIL: 46/D -' DETA I L: TYPICAL RAKE CONSTRUCTION l F W 1 � 1,"0. 12 12 1 SEE SEE ELEV.(� ELEV. • TYP. FASCIA WBRIGK VENEER ��'� • 1X6 FASCIA BOARD TOP. r' / SCALE. 1' =1' -0' TYP. ROOFiGEIL. CONST. • FIBERGLASS 5+4INGLE5 . 15• BUILDING FELT • 1/2' EXT. GRADE PLYWOOD \ W /CLIPS (GLUED + NAILED) • WD ROOF TRUSSES * 24' D.G. (MAX) DESIGN BY MFR • R -38 BAT' ' NSULATION W/ SAVE BAFFLE I• 1/2, G W$. TYP. ROOF /CE I L ING CON57 . SEE DETAIL: 26/D -1 2x4 OUTLOOKERS AT 24 O.G. r 1 TYP. RAKE CONSTRUCTION -1x2 WOOD 54 41NGLE '"COLD TYPICAL, SOFFIT GONSTRUG -ION - Ixb WOOD RAKE -CONT. 2x NAILER W/2x BLOCKING AT 16' O.G. MAX. j -CONT. 2x WOOD NAILER W/ ` 2x WD. BLOCKING AT 16' O.G. -Ix4 SUB -RAKE GABLE END TRU55 CONT. 2' SCREENED VENT - CONT. 2x4 WOOD NAILER � � - -TYP. EXT. WALL W/BRICK VENEER � � SEE DETAIL:44/D -1 DETA I TYPICAL RAKE CONSTRUCTION SCALE : TYP. ROOF /CEIL. GON5T. SEE DETAIL: 2(o/D -1 • 1 6 '7 8 TYP. ROOF /CEILING CONS -. SEE DETAIL: 26/D -1 r � j TYP. RAKE CONSTRUCTION - Ix2 WOOD 5+4INGLE MOLD ► ` -Ixb WOOD RAKE -CONT. 2x NAILER W/2x BLOCKING AT I6' O.G. MAX. -3/8' PLYWOOD SOFFIT -1x4 SUB -RAKE T.O.P. GABLE END TRUSS CONT. 2x4 'WOOD NAILER EXTERIOR WALL CONS. R. SEE DETAIL: 46/D -' DETA I L: TYPICAL RAKE CONSTRUCTION l F W 1 � 1,"0. 12 12 1 SEE SEE ELEV.(� ELEV. • TYP. FASCIA WBRIGK VENEER ��'� • 1X6 FASCIA BOARD TOP. r' / SCALE. 1' =1' -0' TYP. ROOFiGEIL. CONST. • FIBERGLASS 5+4INGLE5 . 15• BUILDING FELT • 1/2' EXT. GRADE PLYWOOD \ W /CLIPS (GLUED + NAILED) • WD ROOF TRUSSES * 24' D.G. (MAX) DESIGN BY MFR • R -38 BAT' ' NSULATION W/ SAVE BAFFLE I• 1/2, G W$. �� P. 7 i 5C ALE: I'm 1' -0' \LJ i TYP. EXT. WALL CON5TRUCTION SEE DETAIL: 46/'D -1 NOTE- OFFSET FACE OF STUD I /2' FROM f FACE OF FND. WALL L ;TYP. 1ST FLOOR CONSTRUCTION T•OF• T.OFLOOR -3/4' TtG PLYWOOD SUBFLoOR (GLUED t NAILED) -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS 0 _ -R -13 BATT INSUL. AT PERIMETER eb,TDAUALL T.O.P. n• Z n TYP. SILL IE AT 1551"17. FOUND. �.. M •FIN GRADE ii 2x6 P.T. SILL IE W /SIL_ SEAL arm ► ANC,`_ RED W/ 1/2' o GALV. ,, ► BOLTS AT 6' -0' O.G. 12' MIN. I FROM fE ENDS 8' IMBEDDED EEI - 8' CONC. FOUNDATION WALL W/D AMP PROOFING TO GRADE TYP. EX L7�TA 11.: TYP. EXT. WALL AT 1ST FLOOR W/�SMT.' 3� - • 32 _ A_J - r-7'' SCALE: I' =1' -0' SCALE: I'm 1'- 0' TYP. EXT. MALL WBRIGK VENEER TYP. EXT. WALL CONSTR 5EE DETAIL- 44/D -1 SEE DETAIL:46/D -1 TYP. 2ND FLOOR GONSTR•iCT;ON TYP. ?ND FLOOR CONSTRUCTION SEE DETAIL: 346/D -1 -3/4' TtG PLYWOOD T.O.F. (GLUED t NAILED) -2x'0 FLOOR JOISTS OR AS NC-ED ON FRAr IiNG PLAN5 G.W.B. 0 ! T.O.P. R -13 BATT INSUL. AT_=RIMETER R -13 5AT3m6N51dL. AT PERIMETER CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER TYP. EXT. FALL WBRIGK VENEER _ Ty=. EXT.-WALL CONSTR. SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 flraTA I L: EXT. WALL AT 2ND FLOOR WBRIGK VENEER DETAIL: EXTERIOR WALL AT 2ND FLOOR A,..E OF s D - t•U/�RIGK VENEER SCALE: 1' =1'-m' ' i0 I/2' FROr^ FACE OF FND. WALL CIO ii .. 1� ! 10' OR 12' CONCRETE IUD WALL TYP. EXT. WALL ti /BRICK VENEER (SEE PLANS) - _ 8' CONG. FOUNDATION WALL -4' BRICK VENEER W/22 GAUGE _� I I ► W/DAMP PROOFI TO RADE W/D AE AMP PROOFING TO GRD GALV. METAL WALL TIES AT NG G I I I I 4' o P.v.G. DRAIN 16' O.C. VERT. t 32' O.C. HORIZ. 1 I I I ► 4' o P.V.G. DRAIN — ' -1' AIR SPACE ► LER -3/4' INSULATED SHEATHING ► BITUMINOUS ITUMINOUS FIL INOUS FILLER I III— 1ST FLOOR - 2x4 AT 16 OTC. (MAX.) 15T FLOOR III — dI 1=1 I R -13 BATT INSULATION T.OsLAB -I 11:5 GRADE — TYP. SLAB ON GRADE b MIL. POLY VAPOR BARRIER 7 SLAB ON I ( III' Im I F CNK'D: P.M. GEORGE J. 20 P.A. : JAMES S. PROJECT NO.:2a NOTE: OFF5ET FAGS VF b �:� 30 ! i/2' FROP" FACE OF FND. ,oAr__ TYP. EXT. WALL GON5TR. HORIZONTAL SIDING I 3/4 • INSULATING SHEATHING 2x4 AT 16' O.G. (MAX.) R -13 BATT INSULATION 6 MIL. POLY VAPOR BARRIER \ '/2 I TYP. 5LAB ON GRADE GONST. I I III �4' _ -4' GONG. SLAB ON GRADE IE ..,.� i FIN. GRADE 4' GONG_ 5LAB ON GRADE GONG. SLAB ON GRADE _I I - r i -6� MIL. POLY VAPOR BARRIER F!ti. GRADE ' _I ► -6 MIL. POLY VAPOR BARRIER • '.•a.�• I � 1 6 Mir. POLY. VAPOR BARRIER -4' COMPACTED GRAVEL > I -4 COMPACTED GRAVES TYP. SILL i>? AT SLAB FOUND. —III I ! ' I ! OVER 1' PERIMETER IN5UL. 1 _ 2x4 P.T. 51LL e W/ 51LL SEAL 48' MIN �- +ORIZ. CONTINUOUS ► ' -► I - - ° I I- ° � ► • ► -+— 'ANC+ -40RED W/ '�2' o GALV. ON 4' GRAVEL BASE FTG ► ° , T. O. FTC - I I T. O • I • _:— BOLTS AT 6' -0' O.G. 12' MIN. � -I I I I ► ► I I I TYP. SILL,fQ AT SLAB FOUND. TYPICAL CONC. FOOTING GONST. III FROM fE ENDS 15 IMBEDDED - I ► �— SEE DETAIL: 44/D -1 o ° TYPICAL CONC. FOOTING CONST. _ ► ► — 10'x20' CONCRETE FOOTING ► — I 8'x16' CONCRETE FOOTING �D ° I I TYPICAL FOUNDATION WALL `� I III _I > ► I TYPICAL FOUNDATION WALL — I W/2'x4' GON5TRUCT ION KEY �,, E ,BRICK VENEER cv i 8' L' BLOCK ON 8' C.M ll. ON q� W/2'x4' CONSTRUCTION KEY — 1 �_ ¢�l 8 . L' BLOCK ON 12 C1'1 U. ON i I t( ON VIRGIN SOIL OR W /(2) •4 I — ON V11�CsIN SOIL OR W /( ?� •4 1? x 24 COAT CONC. TRENCH }I 1 ! -'a' ► 12' x 24' GONT'GONC. TRENCu BARS GOVT. ON CERTIFIED E I I BARS CONT. ON CERTIFIED 0 _ FOOTING ON V' R31N 501L OR I ( I I I COMPACTED FILL W/MIN. r• FOOTING ON VIRGIN SOIL OR N er I I COMPACTED FILL W/MIN. i— BEARING CAPACITY OF `�' W /(2) •4 BARS CONT. ON I W /C2) �4 BARS CONT. ON i— BEARING CAPACITY OF — ► CERTIFIED COMPACTED FILL I ► _ GERT!FIED COMPACTED FILL .•1 — 4' 8' 4' — 2000 PSF. ° W/ 41N. BEARING GAPAG!TY OF ?000 P,SF. _ W/MIN. BEARING CAPACITY OF AL 2x000 P.S.F. I , ► . ► . 2,000 P.SF. 1 -4• -I I ° TA I �.; FOOTING AT BASEMENT TAIL: SLAB ON GRADE FOUND. UJ/BRICK VENEER 1 A I �= SLAB ON GRADE FOUNDATION =evnTM,6-. AT MAAFMFNT W/BRICK VENEER ,ABOVE %j� S� (aR-9- �- wi c_ t• _ ��_�• SCALE: a 0 z O Ln 5 w cr 0 z d) 2x4 OUTLOOKERS AT 24 O.G. r TYPICAL, SOFFIT GONSTRUG -ION ► ' 3/8' PLYWOOD SOFFIT W/ Ll- � ` d CONT. 2' SCREENED VENT ' � � [ � � • 1Xb FASCIA BOARD � � �— • CONT. 2x WOOD NAILER W/ � �� ' 2x4 OUTLODKERS AT 24' O.G. 1 , 2x WD. BLOCKING AT 16 O.C. r ►11111 % '3/8' PLY WOOD 50FF IT W/ ' ' Ar ►111► Wily 1 • 1x4 FRIEZE BOARD vilvi CONT. 2' SCREENED VENT \ 1 i1► 111111 ; ' 1x4 FRIEZE BOARD � it III - u1 rr - -- >< ' HEADER AT WINDOW - HEADER AT WINDOW TYP. EXT. WALL WBRIGK VENEER TYP. EXt. WALL CONSTRUCTION SEE DETAIL: 44/D -' SEE DETAIL: 46/D -1 TY SOFFIT coNSTRUCTiON W/BRICK VENEER �� S)ETA IL: TYPICAL SOFFIT CONSTRUCTION �� P. 7 i 5C ALE: I'm 1' -0' \LJ i TYP. EXT. WALL CON5TRUCTION SEE DETAIL: 46/'D -1 NOTE- OFFSET FACE OF STUD I /2' FROM f FACE OF FND. WALL L ;TYP. 1ST FLOOR CONSTRUCTION T•OF• T.OFLOOR -3/4' TtG PLYWOOD SUBFLoOR (GLUED t NAILED) -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS 0 _ -R -13 BATT INSUL. AT PERIMETER eb,TDAUALL T.O.P. n• Z n TYP. SILL IE AT 1551"17. FOUND. �.. M •FIN GRADE ii 2x6 P.T. SILL IE W /SIL_ SEAL arm ► ANC,`_ RED W/ 1/2' o GALV. ,, ► BOLTS AT 6' -0' O.G. 12' MIN. I FROM fE ENDS 8' IMBEDDED EEI - 8' CONC. FOUNDATION WALL W/D AMP PROOFING TO GRADE TYP. EX L7�TA 11.: TYP. EXT. WALL AT 1ST FLOOR W/�SMT.' 3� - • 32 _ A_J - r-7'' SCALE: I' =1' -0' SCALE: I'm 1'- 0' TYP. EXT. MALL WBRIGK VENEER TYP. EXT. WALL CONSTR 5EE DETAIL- 44/D -1 SEE DETAIL:46/D -1 TYP. 2ND FLOOR GONSTR•iCT;ON TYP. ?ND FLOOR CONSTRUCTION SEE DETAIL: 346/D -1 -3/4' TtG PLYWOOD T.O.F. (GLUED t NAILED) -2x'0 FLOOR JOISTS OR AS NC-ED ON FRAr IiNG PLAN5 G.W.B. 0 ! T.O.P. R -13 BATT INSUL. AT_=RIMETER R -13 5AT3m6N51dL. AT PERIMETER CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER TYP. EXT. FALL WBRIGK VENEER _ Ty=. EXT.-WALL CONSTR. SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 flraTA I L: EXT. WALL AT 2ND FLOOR WBRIGK VENEER DETAIL: EXTERIOR WALL AT 2ND FLOOR A,..E OF s D - t•U/�RIGK VENEER SCALE: 1' =1'-m' ' i0 I/2' FROr^ FACE OF FND. WALL CIO ii .. 1� ! 10' OR 12' CONCRETE IUD WALL TYP. EXT. WALL ti /BRICK VENEER (SEE PLANS) - _ 8' CONG. FOUNDATION WALL -4' BRICK VENEER W/22 GAUGE _� I I ► W/DAMP PROOFI TO RADE W/D AE AMP PROOFING TO GRD GALV. METAL WALL TIES AT NG G I I I I 4' o P.v.G. DRAIN 16' O.C. VERT. t 32' O.C. HORIZ. 1 I I I ► 4' o P.V.G. DRAIN — ' -1' AIR SPACE ► LER -3/4' INSULATED SHEATHING ► BITUMINOUS ITUMINOUS FIL INOUS FILLER I III— 1ST FLOOR - 2x4 AT 16 OTC. (MAX.) 15T FLOOR III — dI 1=1 I R -13 BATT INSULATION T.OsLAB -I 11:5 GRADE — TYP. SLAB ON GRADE b MIL. POLY VAPOR BARRIER 7 SLAB ON I ( III' Im I F CNK'D: P.M. GEORGE J. 20 P.A. : JAMES S. PROJECT NO.:2a NOTE: OFF5ET FAGS VF b �:� 30 ! i/2' FROP" FACE OF FND. ,oAr__ TYP. EXT. WALL GON5TR. HORIZONTAL SIDING I 3/4 • INSULATING SHEATHING 2x4 AT 16' O.G. (MAX.) R -13 BATT INSULATION 6 MIL. POLY VAPOR BARRIER \ '/2 I TYP. 5LAB ON GRADE GONST. I I III �4' _ -4' GONG. SLAB ON GRADE IE ..,.� i FIN. GRADE 4' GONG_ 5LAB ON GRADE GONG. SLAB ON GRADE _I I - r i -6� MIL. POLY VAPOR BARRIER F!ti. GRADE ' _I ► -6 MIL. POLY VAPOR BARRIER • '.•a.�• I � 1 6 Mir. POLY. VAPOR BARRIER -4' COMPACTED GRAVEL > I -4 COMPACTED GRAVES TYP. SILL i>? AT SLAB FOUND. —III I ! ' I ! OVER 1' PERIMETER IN5UL. 1 _ 2x4 P.T. 51LL e W/ 51LL SEAL 48' MIN �- +ORIZ. CONTINUOUS ► ' -► I - - ° I I- ° � ► • ► -+— 'ANC+ -40RED W/ '�2' o GALV. ON 4' GRAVEL BASE FTG ► ° , T. O. FTC - I I T. O • I • _:— BOLTS AT 6' -0' O.G. 12' MIN. � -I I I I ► ► I I I TYP. SILL,fQ AT SLAB FOUND. TYPICAL CONC. FOOTING GONST. III FROM fE ENDS 15 IMBEDDED - I ► �— SEE DETAIL: 44/D -1 o ° TYPICAL CONC. FOOTING CONST. _ ► ► — 10'x20' CONCRETE FOOTING ► — I 8'x16' CONCRETE FOOTING �D ° I I TYPICAL FOUNDATION WALL `� I III _I > ► I TYPICAL FOUNDATION WALL — I W/2'x4' GON5TRUCT ION KEY �,, E ,BRICK VENEER cv i 8' L' BLOCK ON 8' C.M ll. ON q� W/2'x4' CONSTRUCTION KEY — 1 �_ ¢�l 8 . L' BLOCK ON 12 C1'1 U. ON i I t( ON VIRGIN SOIL OR W /(2) •4 I — ON V11�CsIN SOIL OR W /( ?� •4 1? x 24 COAT CONC. TRENCH }I 1 ! -'a' ► 12' x 24' GONT'GONC. TRENCu BARS GOVT. ON CERTIFIED E I I BARS CONT. ON CERTIFIED 0 _ FOOTING ON V' R31N 501L OR I ( I I I COMPACTED FILL W/MIN. r• FOOTING ON VIRGIN SOIL OR N er I I COMPACTED FILL W/MIN. i— BEARING CAPACITY OF `�' W /(2) •4 BARS CONT. ON I W /C2) �4 BARS CONT. ON i— BEARING CAPACITY OF — ► CERTIFIED COMPACTED FILL I ► _ GERT!FIED COMPACTED FILL .•1 — 4' 8' 4' — 2000 PSF. ° W/ 41N. BEARING GAPAG!TY OF ?000 P,SF. _ W/MIN. BEARING CAPACITY OF AL 2x000 P.S.F. I , ► . ► . 2,000 P.SF. 1 -4• -I I ° TA I �.; FOOTING AT BASEMENT TAIL: SLAB ON GRADE FOUND. UJ/BRICK VENEER 1 A I �= SLAB ON GRADE FOUNDATION =evnTM,6-. AT MAAFMFNT W/BRICK VENEER ,ABOVE %j� S� (aR-9- �- wi c_ t• _ ��_�• SCALE: a 0 z O Ln 5 w cr 0 z d) O� C Ll- � C� d e Q � [ r