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Home My WebLink About0697.95.9... . ....... .. .. .. ........ ....... ........ . sa 0 1 12 13 4 5 TYP. EXT. U ALL WBRICK VENEER_ SEE DTL: 44/D -' ( MINUS !NSUL.) 12' TYP. ROOF /CEILING CONST. - 2x4 B BOLT TO CHANNEL SEE DETAIL: 261D -1 W / —�' -DIA. BOLTS AT 4' -0: O.G. i C12x20.1 STEEL CHANNEL i 1 TYP. RAKE CONSTRUCTION Z 4x4xl/4 STEEL ANGLE SLOP- ��` -1x2 WOOD SHINGLE MOLD - -- _ - - - - - -- -- - -- - - -_ . - - -1x6 WOOD RAKE WELD TO CHANNEL -CONT. 2x NAILER W/2x BLOCKING AT 16' O.G. MAX. BOLT CHANNEL TO CAP fE W/ -CONT. 2x WOOD NAILER W/ --+(2)1/2' DIA. BOLTS - 2x WD. BLOCKING AT 16' O.G. TYP. WALL BETWEEN GARAGE/UNIT SEE DETAIL: 46/D -2 NOTE: (o" MAX. EXCAVATION BEYOND BASEMENT WALL - BELQW GARAGE FOOTING C)_ T.OLOOR TYP. 16T FLOOR CONSTRUCTION ° 10 SEE DETAIL: 32/D -1 u o /IhT.C.LUALL ' II TYP. SILL fE AT 55t- IT. FOUND. ii SEE DETAIL: 42/D -1 Lt-3 8' C.M.U. FOUND. WALL AT GARAGE 8' CONCRETE FOUND. WALL W/4' DEEP °OCKET TO SuP;=ORT GARAGE FOOT 1NG PROVIDE (4) 04 BARS IN BOTTOM ' I OF GARAGE FOOTING FOR LENG7+ -4 OF 10" MIN. _ T- 'PICAL GARAGE FOOTING AT BASEMENT COND: 8'x16" CONT. CONCRETE FOOTING DETA I L: BRIDGING GARAGE FOOTING TO BASEMENT WALL SCALE: I'= 1'- 0' `TYP. EXT. WALL W /BRICK VENEER 1 SEE DETAIL: 44/D -1 6 17 3' DIA. (3' %' O.D.) STD. STEEL PIPE COL. W /8 "x3 iz "xl %' CAP P SHOP- WELDED TO PIPE COL. • META I L: BRICK LINTEL AT 16' GARAGE DOOR (2)A SCALE: 1'= P- 0' NOTE: DIMENSION 'A' SHALL NOT EXCEED 2' -0' TYPICAL FOOTING REINF. 04 BARS HOR!Z, 4 VER7 METAL: TYPICAL STEPPED CONCRETE FOOTING 0 I J III 10 I (II I= I 0 An SCALE-. 1'=I'-0` 1 TYP. EXT. WALL CONSTRUCTION 1 SEE DETAIL: 461D -I NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FND. WALL 1 T'�'P. 15T FLOOR CONSTRUCTION -1x4 SUB -RAKE T.O.P. GABLE END TRUSS CONT. 2x4 WOOD NAILER TYP. EXT. WALL W /BRICK VENEER :EY-1 SEE DETAIL:44/D -1 ,� ��T�4 (�: TYPICAL RAKE CONSTRUCTION IL. CONST. SEE DETAIL: -1 12 SEE =LEV.� / TYP. FASCIA W /BRICK VENEER • 1X6 FASCIA B R OAD 2x4 OUTLOOKERS AT 24' O.G. i .3/5" PLYWOOD SOFFIT W/ + / i CONT. 2" SCREENED VENT 1 U I • CON-. 2x WOOD NAILER W/ 1 1 AA r 2x WD. BLOCKING AT 16' O.G. inn) r NI n I 1x4 FRIEZE BOARD YY ' HEADER AT WINDOW TYP. EXT. WALL W /BRICK EER SEE DETAIL: 44/D -1 • 2�T� TYP. SOFFIT CONSTRUCTION W15 NEER -3/4" T4G PLYWOOD SUBFL OOR T.O.F. I (GLUED 4 NAILED) -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS -R -13 BATT INSUL. AT PERIMETER T.O.P. TYP. SILL fE AT BSMT, FOUND. 2x6 P.T. SILL fE W /SILL SEAL ANCHORED W/ '/2 " IP GAL V. BOLTS AT 6' -0" O.C. 12' MIN. FROM fE ENDS 8' IMBEDDED 8' CONC. FOUNDATION WALL W/DAMP PROOFING TO GRADE 1ST FL O SMT. SCALE: V= I' - TYP. EXT_ WALL WBRICK 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 WBRICK VENEER SEE DETAIL: 44/D -1 34 DrZvr4I ..EXT. WALL AT 2ND FLOOR UJ/BRICK VE �`t 4W' FACE OF STU>;=;= �1 1/2" FROM FACE OF FND. WAw i TYP. EXT. WALL W /BRICK VE (SEE PLANS) _ 8" GONG. FOUNDATION WAL o D W /DAMP PROOFING TO GRADE 1 -4' BRICK VENEER W/22 GAUGE - D W/DAMP PROOFING TO GRA GAL V. METAL WALL TIES AT D . 4' P.V.C. DRAIN 4" 0 P.V.C. DRAIN li 1 16" O.C. VERT_ 4 32' O.C. HORIZ_ -1' AIR SPACE _ D BITUMINOUS FILLER _ D BITUMINOUS FILLER -3/4" INSULATED SHEATHING TA.P. I i DETA I L: TYPICAL RAID Jt•.O.F. T.O.P. 1 - 2x4 AT 1(o' O.C. (MAX.) 1ST FL 1ST FLOOR I -I R -13 BATT INSULATION - — T.O.SLAB - T -O.SL _ TYP. SLAB ON GRADE - TYP. SLAB ON GRADE _ Z 11 _ 6 MIL. POLY VAPOR BARRI R Z - G.W.B. 1-4' CON(. SLAB ON GRADE -I 1 -4' CONC. SLAB ON GRADE - - 1 -6 MIL. POL` VAPOR BARRIER I FIN. GRAD -6 Mi P - D D I �. POLY VAPOR BARRIER _ I — I I 1cr, ° -4' COMPACTED GRAVEL_ i -4' COMPACTED GRAVEL I 1 I TYP. SILL fE AT SLAB FOUN D i D °. ° - 1 2x4 P.T. SILL fE W/ SILL SEA T_ O. FTC. o . D ° D D O. FTCs. o . D D D - ANCHORED W/ 1/2 " GAL V. q °`, m 1 D D I BOLTS AT (o' -O' O.C_ 12' MIN �c m TYPICAL CONC. FOOTING CONST. ° : TYPICAL CON(. FOOTING CO NST ° I I FROM lE ENDS 15" IMBEDDE D Q "x 16 'CONCRETE FOOT I NG - x16' CONCRETE FOOTING �4 _ ° D - ° ° 1 I TYPICAL FOUNDATION WALL \S) _Z D +° D a 8 D W /2'x4" CONSTRUCTION KEY 1 W /2'x4" CONSTRUCTION KEY ,- ON VIRGIN SOIL OR W /(2) "4 _ D D AT BRICK VENEER ON VIRGIN SOIL OR W /(2) I II 8" "L" BLOCK ON 12' C:.M,U. O N BARS CON -. ON CERTIFED BARS CONT. ON CERTI ^4 ° 12' x 24' CONT CONC. TRENCH COM °ACTED �� W/f" 1'N. COMPACTED FILL N. 1 D D FOOTING ON VIRGIN SOIL OR _ BEARING CAP OF W /(2) "4 BARS CONT. ON �- BEARING CAPAC'T`' OF i ,- `� ° 2,000 °.5 4'! 8' 4' _ 2,000 P. I D o .D :ERTIFIED COMPACTED FILL W/M1N. BEARING CAPAC 2 000 P.S.F D rm T, 4 1. 1: FOOTING AT BASEMENT UU /BRICK R E T U 1Z N ABOVE ,_-,�) 0 M T o4 L .- FOOTING AT BASEMENT I) rm T A I L : SLAB ON GRADE FOUND. UJ/BRI CK R ET UK N SCALE: 1' =1' -0' SCALE: 1' =1' -0' SCALE. 1'=V-0' 12 3EE =LEV. GYP. ROOF /CEILING GO_N_ST__ _ SEE DETAIL: 26 /D -1 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 CONT. 2x4 WOOD NAILER TYP. EXTERIOR WALL CONSTR. SEE DETAIL: 4(o/D -1 CONSTRUCTION ITYP. ROOF /CEIL. GONST. FIBERGLASS SHINGLES • 15" BUILDING FELT ' %' EXT. GRADE PLYWOOD W /CLIPS (GLUED 4 NAILED) • WD ROOF TRUSSES o 24' O.C. (MAX) DESIGN BY MFR. R -38 BATT INSULATION W/ SAVE BAFFLE 1/2 TYPICAL SOFFIT CONSTRUCTION • 1X6 FASCIA BOARD '2x4 OUTLOOKERS AT 24" O.G. 111111 �r ' 3/8' PLYWOOD SOFFIT W/ Will L CONT. 2" SCREENED VENT 1x4 FRIEZE BOARD 1L HEADER AT WINDOW TYP. EXT. WALL CONSTRUCTION SEE DETAIL: 46/D -1 META I L: TYPICAL SOFFIT C TRUCTION SCALE: ' i ORDER � _: ow= m Irk, TYP. EXT_ WALACONSTR. SEE DETAIL:4(o /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. 101 CHWD: P.M. :GEORGE J. 20 P • : JAMES S. PROJECT N0..20- z 0 W W R -13 BATT INSUL. AT PERIMETER L Z CONT. 2x4 WOOD NAILER TYP. EXT. WALL CONSTR. 000 d) SEE DETAIL :46 /D -1 0- O �9 a- 46 J 9 L _ !1. _ SCALE: V= V - NOTE: OFFSET FACE TUD 30 1/2" FROM FACE OF FND. TYP. EXT. WALL CONSTR. ° HORIZONTAL SIDING I° 3/4' 1NSULAT INS SHEATHING I° 2x4 AT 16' O.C. (MAX.) !° R -13 BATT INSULATION I° 6 MIL. POLY VAPOR BARRIER G.W.B. TYP. SLAB ON GRADE CONST. 4" CONC. SLAB ON GRADE 6 MIL. POLY. VAPOR BARRIER OVER 1' PERIMETER INSUL. 48' MIN. HORIZ. CONTINUOUS ON 4" GRAVEL BASE TYP. SILL fE AT SLAB FOUND. SEE DETAIL: 44/D -I TYPICAL FOUNDATION WALL 8' 'L' BLOCK ON 8" C.M.U. ON 12' x 24' CONT CONC. TRENCH FOOTING ON VIRGIN SOIL OR W /(2) 04 BARS CONT. ON CERTIFIED COMPACTED L W/MIN. BEARING CAPA OF 2 ,000 P.S.F_ D- v T?