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Home My WebLink AboutIN NOTE: 6' MAX. EXCAVATION BEYOND BASEMENT WALL BELOW GARAGE FOOTING T.0-FLOOR 7 1=► 120 N wff� ao _ 0 C4 rt O .— P. _ a 1 ra N= ` 40 A t TYP. WALL BETWEEN GARAGE/UNIT SEE DETAIL: 46 /D -2 TYP. 15T FLOOR CONSTRUCTION SEE DETAIL: 32/D -1 t6T.OIJALL IRV it TYP. SILL tE AT BSMT. FOUND. II SEE DETAIL: 42/D-1 IJ I I - Ir:11 8' G.M.U. FOUND. WALL AT GARAGE 8' CONCRETE FOUND. WALL W /4' DEEP POCKET TO SUPPORT GARAGE FOOTING PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOT ING FOR LENGTI -I QF 10' MIN. TYPICAL GARAGE FOOTING AT BASEMENT COND: 8'x16' CONT. CONCRETE FOOTING Dra TA I L BRIDGING GARAGE FOOTING TO BASEMENT WALL SCALE: 1' = V- 0' TYP. EXT. WALL W /BRICK VENEER 15EE DETAIL: 44/D -1 TYP. 1ST FLOOR CONSTRUCTION T.OPLOOR SEE DETAIL: 32/D -1 \� NOTE: OFFSET FACE OF STUD T.O ALL — 1/2' FROM FACE OF FND. WALL ° TYP. BILL IE AT 55MT. FOUND. z _ ! FIN. GRADE fl ° SEE DETAIL: 32/D -1 ° I I ° 10' OR 12' CONCRETE FND. WALL ( SEE 10L N6) 6 OR 8' LU/DAMP PROOFING TO GRADE TA I L: TYP. EXT. WALL AT 15T FLOOR W/BSMT. 0 cA 3 4 5 TYP. EXT. WALL W/BRICK VENEER SEE DTL: 44/D-1 (MINUS INBUL.) 12 2x4 fE 50LT'TO CHANNEL N TYP. ROOF /GE IL ING CONST. 5EE DETAIL: 4ro1D -1 SEE DETAIL: 26 /D -1 W //2' DIA. BOLTS AT 4' -0: O.F. �� 10 ; 955-01 I� C1240.1 STEEL CHANNEL r ! (SEE PLANS) - 1 1 � TYP. RAKE CONSTRUCTION -III N wff� ao _ 0 C4 rt O .— P. _ a 1 ra N= ` 40 A t TYP. WALL BETWEEN GARAGE/UNIT SEE DETAIL: 46 /D -2 TYP. 15T FLOOR CONSTRUCTION SEE DETAIL: 32/D -1 t6T.OIJALL IRV it TYP. SILL tE AT BSMT. FOUND. II SEE DETAIL: 42/D-1 IJ I I - Ir:11 8' G.M.U. FOUND. WALL AT GARAGE 8' CONCRETE FOUND. WALL W /4' DEEP POCKET TO SUPPORT GARAGE FOOTING PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOT ING FOR LENGTI -I QF 10' MIN. TYPICAL GARAGE FOOTING AT BASEMENT COND: 8'x16' CONT. CONCRETE FOOTING Dra TA I L BRIDGING GARAGE FOOTING TO BASEMENT WALL SCALE: 1' = V- 0' TYP. EXT. WALL W /BRICK VENEER 15EE DETAIL: 44/D -1 TYP. 1ST FLOOR CONSTRUCTION T.OPLOOR SEE DETAIL: 32/D -1 \� NOTE: OFFSET FACE OF STUD T.O ALL — 1/2' FROM FACE OF FND. WALL ° TYP. BILL IE AT 55MT. FOUND. z _ ! FIN. GRADE fl ° SEE DETAIL: 32/D -1 ° I I ° 10' OR 12' CONCRETE FND. WALL ( SEE 10L N6) 6 OR 8' LU/DAMP PROOFING TO GRADE TA I L: TYP. EXT. WALL AT 15T FLOOR W/BSMT. 0 cA 3 4 5 TYP. EXT. WALL W/BRICK VENEER SEE DTL: 44/D-1 (MINUS INBUL.) 12 2x4 fE 50LT'TO CHANNEL VENEER SCALE: I' =1' -O' TYP. ROOF /GE IL ING CONST. 5EE DETAIL: 4ro1D -1 SEE DETAIL: 26 /D -1 W //2' DIA. BOLTS AT 4' -0: O.F. �� 10 ; 955-01 I� C1240.1 STEEL CHANNEL r ! (SEE PLANS) - 1 1 � TYP. RAKE CONSTRUCTION -III -1x2 WOOD 5HINGLE MOLD Z- 4x4xi/4 STEEL ANGLE SHOP- `, I TYP. 16T FLOOR CONSTRUCTION _ -Ixf6 WOOD RAKE WELD TO CHANNEL �� T.O.FLOO -CONT. 2x NAILER W12x ` ¢rn BLOCKING AT i6' O.G. MAX. -3/4' T4G PLYWOOD SUBFLOOR -CONT. 2x WOOD NAILER W/ BOLT CHANNEL TO CAP fE W/ 10 2x WD. BLOCKING AT 16' O.G. (2) 1/2' DIA. BOLTS (GLUED 4 NAILED) -1x4 SUB -RAKE 3' DIA. (31/2' O.D.) STD. STEEL PIPE COL. W /8 'x3 /2 x /2' C P SHOP- WELDED TO PIPE COL, DETAIL: BRICK LINTEL AT 16' GARAGE DOOR (2)A , SCALE: 1' =1' -0' MOTE: DIMENSION 'A' 5HALL NOT �XGEED 2' - ®' TYPICAL FOOTING REINF. 14 BARS HORIZ. 4 VERT. DraTA 1 L.- TYPICAL STEPPED CONCRETE FOOTING SCALE: 1' =1' -O' T.O.P. GABLE END TRUSS I�- - -- CONT. 2x4 WOOD NAILER -- -TYP. EXT. WALL 111/5RICK VENEER SEE DETAIL:44/D -1 E'r A I L : TYP I CAL RAKE CONSTRUCTION (:4yp SCALE: I'= 1' -O' ITYP- ROOF /CEIL. GONST. 6 17 8' TYP. ROOF/CEILING CONST. SEE DETAIL: 26 /D -1 I TYP. RAKE CONSTRUCTION -1x2 WOOD SHINGLE MOLD t -1x6 WOOD RAKE . -CONT. 2x NAILER W12x BLOCKING AT 16" O.C. MAX. 1-3/a' PLYWOOD SOFFIT -1x4 SUB -RAKE T.O.P. GABLE END TRUSS GONT. 2x4 WOOD NAILER TYP. EXTERIOR WALL CONSTR. SEE DETAIL- 461ID -1 DragrA I L: TYPICAL RAKE CONSTRUCTION SZ. 12 SEE EL 12 EV.� ELEV.� SCALE: 1' =1' -0' rYP. ROOF /CEIL. GONST. FI5ERGLA55 SHINGLES 15« BUILDING FELT '/2' EXT. GRADE PLYWOOD W /CLIPS (GLUED 4 NAILED) • WD ROOF TRU55E5 s 24' O.C. (MAX) DESIGN BY MFR R -36 BAIT INSULATION W/ SAVE BAFFLE '/2 GiL.B TYP. FASCIA W /BRICK VENEER ,� 1X6 FA5GIA BOARD i Y)UH T.O.P. I 2x4 OUTLOOKERS AT 24' O.C. T.O.P. T i ' 3/8" PLYWOOD SOFFIT W/ i t' �I _TYPICAL SOFFIT CONSTRUG � ION Ir / t1 t / 1 `� �' I • 1X6 FA$CiA BOARD r ` CONY. 2 • SCREENED VENT • CON 2x WOOD NAILER W/ t I 2x4 OUTLOOKER5 AT 24" O.C- i� - - -- T 3/8' PLYLUOOD SOFFIT W/ AA 2x WD. BLOCKING A 16 O.C. , f it �' 1x4 FRIEZE BOARD \�� U CONT. 2' SCREENED VENT 1x4 FRIEZE BOARD Alin ut \� 1rr� �r JL / - -- >< > -- HEADER AT WINDOW HEADER AT WINDOW - - TYP. EXT. WALL W /BRICK VENEER TYP. EXT. WALL CONSTRUCTION SEE DETAIL: 44/D -1 BEE DETAIL: 4F,1D -1 IO TAI L: TYT=. SOFFIT CONSTRUCTION W/PRI CK VENEER t) ra T A I L: TYP I CAL SOFFIT CONSTRUCTION 0 UJ /BRIGK ` VENEER SCALE: I' =1' -O' P.M. GEORGE J. GUZZIE 5EE DETAIL: 4ro1D -1 z� 10' OR 12' CONCRETE O 1D. WALL 955-01 I� NOTE: OFFSET FACE OF STUD (SEE PLANS) 1/2' FROM FACE OF FND. WALL -III T� w o I TYP. 16T FLOOR CONSTRUCTION _ T•O,F. T.O.FLOO p _ .Y.. DRAIN 4' 0 PG ¢rn -3/4' T4G PLYWOOD SUBFLOOR .D BITUMINOUS FILLER 10 E-4 .n (GLUED 4 NAILED) I III o -2x10 FLOOR JOISTS AS I I c4 ►�r� o iJ z Ix �+ . NOTED ON FRAMING PLANS _I ► U U tl -4' COMPACTED GRAVEL T. O. FTGaR. -R -13 GATT INSUL. AT PERIMETER T.O.WALL A ° TYPICAL CONC. FOOTING CONST. J -I 5 - Z N TYP. BILL fE AT 55MT. FOUND. W/2'x4' CONSTRUCTION KEY v *p FIN. GRADE RGRADE — 2x6 P.T. SILL }E W/SILL SEAL I — BARS CONT. ON CERTIFIED ANCHORED UJ/ 1/2. 0 GALV. ` r COMPACTED FILL W/MIN. I— BOLTS AT 6' -O" O.G. 12' MIN. my 5' 10' 5' = 2000 P.5F. III° 'I e4 e4 � FROM fE ENDS 8' IMBEDDED 0 8' CONC. FOUNDATION WALL W /DAMP PROOFING TO GRADE 0 UJ /BRIGK ` VENEER SCALE: I' =1' -O' P.M. GEORGE J. GUZZIE co z� 10' OR 12' CONCRETE O 1D. WALL 955-01 I� (SEE PLANS) W/DAMP PROOFING TO GRADE -III T� w o e i(I I p _ .Y.. DRAIN 4' 0 PG ¢rn III° .D BITUMINOUS FILLER 10 E-4 .n TYP. SLAB ON GRADE I III o -4' GONG. SLAB ON GRADE I I ►�r� o iJ z Ix �+ . -6 MIL. POLY VAPOR BARRIER _I ► U U tl -4' COMPACTED GRAVEL T. O. FTGaR. A ° TYPICAL CONC. FOOTING CONST. J -I 5 10'x20' CONCRETE FOOTING W/2'x4' CONSTRUCTION KEY v *p — ON VIRGIN SOIL OR W /(2) «4 — BARS CONT. ON CERTIFIED I r COMPACTED FILL W/MIN. I— BEARING CAPACITY OF my 5' 10' 5' = 2000 P.5F. 'I e4 e4 � AT MA- 0,;=t -1PNT uj,1R 2IGK VENEER ,450VE SCALE: 1'2 V -0' SCALE: I'= V- 0' TYP. EXT. WALL W/BRICK VENEER SEE DETAIL: 44/D -1 i TYP. 2ND FLOOR CONSTRUCTION SEE DETAIL: 361D -1 T.O.F. T.O.P. R -13 GATT fN5UL. AT �,fDERIMETER CONT 2x4 WOOD NAILER SCALE: ]'=V-0' TYP. EXT, WALL CONBTR SEE DETAIL:46 /D -1 I TYP. 2ND FLOOR CONSTRUCTION —3/4' T4G PLYWOOD (GLUED 4 NAILED) -2x10 FLOOR JOi5TS OR AS NOTED ON FRAI" PING P-AN5 1/2, G.W.B. R -13 BATZviN5WL. AT PERIMETER CON', 2x4 WOOD NAILER F aZl x 120 0 CHK'D: z P.M. GEORGE J. GUZZIE P.A. : JAMES S. CARR z� NO.:20- 955-01 I� .z Q 0 T� w � A V) ¢rn 10 E-4 .n p N I o x x ►�r� o iJ z Ix �+ . O U U tl n 0 120 0 CHK'D: P.M. GEORGE J. GUZZIE P.A. : JAMES S. CARR PROJECT NO.:20- 955-01 I� o I ¢rn p N I n 0 O J -I 5 v *p . r my e4 e4 � 0 z TYP. EXT. FALL W/BRICK VENEER T� P. EXT.-WALL CONSTR. SEE DETAIL.- 44/D -1 SEE DE7AIL :46 /D -1 n fl AIL TYP. FXT. W,4LL AT 1ST FLOOR W/PSMT. SE TA I �: EXT- WALL AT 2ND FLOOR WlBRICK VENEER I L� =TAI ": EXTERIOR WALL AT 2ND FLOOR O � 3� SCALE- I"=1'-0' �-- 32 8' GONG. FOUNDATION WALL W/D AMP PROOFING TO GRADE o 4' o P.V.G. DRAIN v I III BITUMINOUS FILLER 1Vt "�F T ACE OF STUD r F O — NOTE: OFFSE AGE OF STUD 30 �/2' FROM FACE OF FND. WALL 1E 1/2' FROM FACE OF FND. WALL TYP_ EXT. WALL W/BRIGK VENEER TYP. EXT. WALL CONSTR as- -4' BRICK VENEER W/22 GAUGE j HORIZONTAL SIDING 4 GALV. METAL WALL TIES AT o 3/4" INSULATING SHEATHING A 16" O.G. VERY. 4 32' O.C. +�ORIZ. o 2x4 AT iro' O.G. (MAX.) -1' _AIR SPACE � o R -13 BATT INSULATION —3/4° INSULATED SHEATHlNCs o 6 MIL. POL'!' -VAPOR BARRIER - 2x4 AT lro' O,G, IMAX.) 1ST FLOOR ' 1/2 , G.W.B. f" f•- 15T FLOOR —III I I T.O.SLAB - R -13 BATT INSULATION ► N- Yf=. . � - ► T.O.SLAP I " QQ': _ 6 MIL. POLY VAPOR BARRIER 5L AB ON GRADE Z I 1 _ 1/2 ' G.W.B. ca i ITYP. SLAB ON GRADE CONST. _ — io F - r*•.' FIN. GRADE e- _ -4 GONG. SLAB ON GRADE FIN. GRADE -� W , .* 4" SONG. SLAB ON GRADE --� -6 MIL. POLY VAPOR BARRIER 1 . , I I 1 6 MiL. POLY. VAPOR BARRIER .I I I I OVER 1' PERfI"IETERTIN5UL. ° . -4' COMPACTED GRAVEL � : �f• -TYP. BILL fE AT BLABi FOUND. I f i —? 1 _ 2x4 P.T. SILK fF- W/ BILL SEAL - 48' MIN. HORiZ. CONTINUOUS III- ANCHORED W/ 1/2 0 GALV. ( I I I - I ON 4 GRAVEL BASE 7 BOLTS Al 6' O' O.C. 12' MIN. { TYP. BILL fE AT BLAB FOUND. ° c, TYPICAL CONC. FOOTING CONST. �: t III 1 FROM SEE 15" EMBEDDED SEE DErAfL: 441D -I f I TYPICAL FOUNDATION WALL 8'x }6" CONCRETE FOOTING �4 Z a ° AT BRICK VENEER TYPIGAL FOUNDATION WALL W /2'x4' CONSTRUCTION KEY - '" a ( " « `�' � � 8' "L' BLOCK ON I2' G.M.U.. ON , 8 L BLOCK ON 8 C.M.U. ON — ON VIRGIN SOIL OR W /(2) 4. - 41 u . Z 12' x 24' CONY CONG. TRENCH I 1� 12' x 24' CONT GONG. TRENCH — I BARS CONY. ON CERTIFIED 8 _ GOMF'ACTED FILL W/1"'IIN. o ° FOOTING ON v'RGIN SOIL OR I e FOOTING ON VIRGIN SOIL OR 1— BEARING CAPACITY OF I W /(2) 04 BARS CONT. ON 1 CERTIFIED «4 BARS CONY. ON I ,! — e,o CERTIFIED COMPACTED FILL CERTIFIED COMPACTED FILL 4 8 4 — I 2,000 P.5F. ° W/MIN. BEARING GAPACITI' OF W/MIN. BEARING GAPACfTY OF 2 000 F'.5-F. 2000 P.S.F_ ° i � I "� I I : FOOT1NCs AT BASEMENT i�WTA I L SLAB ON GRADE FOUND. W/PRICK VENEER DETAIL: SLAP ON GRADE FOUNDATION l�TA �. SCALE : 1 ` =1' -O' SCALE: 1' =I'-O' 13 i4 15 SCALE: 1"=1'-0' 40