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Home My WebLink About1099.95.15N NOTE: 6' MAX. EXCAVATION BEYOND BASEMENT WALL BELpW GARAGE FOOTING jj%T.OFLO0R b = 1 10 o = T.O ALL 71 r-r- TYP. WALL BETWEEN GARAGE/INIT SEE DETAIL: 46/D -2 TYP. iST FLOOR CONSTRUCTION SEE DETAIL: 32/D -1 TYP. SILL E AT 581MT SEE DETAIL: 42/D -1 tt Lrm ........,, >..... .,.. ... .....:.. .................. •..•..... ............................... .. .......,.... P.M. :GEORGE J. GUZZIE P.A. S. T a HALL — . 4 o _ 8' C.M.U. FOUND. WALL TYP. EXT. L W/BRICK ER 16' O.C. VERT. 4 32' O.C. HORIZ. 11 - �^ dEiE DtL: 44/D -1 (MINUS INSUL_J ' TYP. RC)OFK:EIL wx GONST. 8 ---, �r_r P ROOF/c IL NO CONST. •z A FIN. GRADE ii ° „ w 2x4 R lSMt TO C44ANNEL SEE DETAIL: 26/D -i SEE DETAIL: 26/D -i 4 -0: O.G. Z Z � o� • 0240.1 STEEL CHANNEL iST FLOOR 10 1/2' - TYP. RAKE CONSTRUCTION TYP. RAKE CONSTRUCT ION G 4 STEEL ANGLE SHOP- \ -1x2 WOOD SHINGLE MOLD ' \ -1x2 WOOD SHINGLE MOLD WELD TO \\` -1x6 WOOD RAKE \� -1x6 WOOD RAKE W/4' DEEP POCKET TO SUPPORT -CONT. 2x NAILER W/2x -CONT. 2x NAILER W/2x 1 �\ � BLOCKING AT 16' O.C. MAX. __- BLOCKING AT 16' O.C. MAX. BOLT CHANNEL TO GAP iE W/ -CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD SOFFIT l2) t /2' DIA. BOLTS 2x WD. BLOCKING AT 16' O.G. -1x4 SUB -RAKE ? T.O.P. -ix4 SUB -RAKE T.O.P. GABLE END TRUSS PROVIDE (4) 04 BARS IN BOTTOM GABLE END TRUSS 3' DIA. (31/2' O.D.) STD. STEEL CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER PIPE COL. / x /2 x /2 OF GARAGE FOOTING FOR SHOP- WELDED TO PIPE COL. i • LENGTH OF 10' MIN. TYP. EXT. WALL W/BRICK VENEER TYP. EXTERIOR WALL CONSTR_ SEE DETAIL.-44/D-1 SEE DETAIL: 46/D -1 L INTEL AT Ib' GARAGE DOOR META I L.: TYPICAL RAKE CONSTRUCTION DrmTA I L.: TYPICAL RAKE CONSTRUCTION AT BASEMENT COND: 8'x1(o' CONT. MA :3GALE: I'm 1' -0' NOTE DIMENSION 'A' SHALL NOT EXCEED 2' -0' TYPICAL FOOTING REINF. 04 BARS HORIZ. 4 VERT. o OVA I L: ryricAL STEPPED CONCRETE FOOTIWG t I NN O ALL P.M. :GEORGE J. GUZZIE P.A. S. T a HALL — . �- o _ 8' C.M.U. FOUND. WALL I/2' FROM FACE OF FND. WALL Q 16' O.C. VERT. 4 32' O.C. HORIZ. 11 - �^ _ + P. SILL 1E AT 1 S 1, FOUND. ;o z AT GAM4GE SEE DETAIL: 32/D -' •z A FIN. GRADE ii ° FIN. GRADE w A QE• o 6 MIL VAPOR 4' IO Z Z W W o� Z iST FLOOR 10 1/2' - H B' CONCRETE FOUND. WALL I x —° I I ► a► 8' OR 12' CONCRETE FND. WALL 11 i i ► W/4' DEEP POCKET TO SUPPORT wa 1 �\ � GARAGE FOOTING ? r mo PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOTING FOR i LENGTH OF 10' MIN. o TYPICAL GARAGE FOOTING AT BASEMENT COND: 8'x1(o' CONT. CONCRETE FOOTING y �� i i,.: BRIDGING CxA� FOOTINCs TO s►�3ETIENT WALL m 20 t; TYP. EXT. WALL WMWJCK VENEER I SEE DETAIL: 44/D -1 t TYP. IST FLOOR CaNSTRUCTiON T.O• FLOOR SEE DETAIL: 32/0 -1 T4 N - �''' _ _ NOTE: OFFSET FACE OF STUD - 1/2' FROM FAG= OF FND WALL MA :3GALE: I'm 1' -0' NOTE DIMENSION 'A' SHALL NOT EXCEED 2' -0' TYPICAL FOOTING REINF. 04 BARS HORIZ. 4 VERT. o OVA I L: ryricAL STEPPED CONCRETE FOOTIWG t I NN O ALL P.M. :GEORGE J. GUZZIE P.A. S. T a HALL — . �- o _ 4' BRICK VENEER W/22 GAUGE GALV. METAL WALL TiES AT I/2' FROM FACE OF FND. WALL Q 16' O.C. VERT. 4 32' O.C. HORIZ. 11 - N••I _ + P. SILL 1E AT 1 S 1, FOUND. ;o z * N SEE DETAIL: 32/D -' •z A FIN. GRADE ii ° FIN. GRADE w A QE• o 6 MIL VAPOR 4' IO Z Z W W o� Z iST FLOOR 10 1/2' - H I x —° I I ► a► 8' OR 12' CONCRETE FND. WALL 11 i i ► ( PLANS) 4' OR 8' W AMP PROOFING TO GRADE N � Drm"rA I L■: TYP. EXT. WALL AT IST FLOOR wiBSm ®I W/BRICK VENEER .SCALE: 1' =1' -0' A ' 30 e4 6' OR 12' CONCRETE FND- WALL (SEE MA%&) ' - I ° ► . W/OAMP PROOFING TO GRADE '" { ( ► 4' • P.V.G. DRAIN i I ± ► ITUMINOUS FILLER I N h � o 1 i t _ �o i n N= 0 40 SLA15 ON P i CONC. ON GRAVE POLY VAPOR 15ARRMR COMPACTED TYPICAL CONC. F0OTW-% C<XOT. ;:• • • s ; ., . C"TFUCTICISI KEY. � � V BARS CONT. ON CEMTFIM COMPACTED FILL UUMIN: t- BEARING CAPACITY' OF 2,000 P.SF. DET A i L■: FOOTING AT BASeMENT W15RICK KET VKN ABOVE SCALE: lQ - 12 SCALE: I'm V-0' TYP. EXT. WALL CONSTRUCTION BEE =LEV.� SCALE: I'm V -0' rYP- ROOF /CEIL_ CONST. SEE DETAIL: 26/D -i TYP. FASCIA W/SRICK VENEER ` 1X6 FASCIA BOARD 2x4 OUTLOOKERS AT 24' O.C. i ' 3/8' PLYWOOD SOFFIT W/ CONT. 2' SCREENED VENT 1 • CONT. 2x WOOD NAILER W/ 11 nn 2x WD. BLOCKING AT 16' O.C. v11v �/ �. 1x4 FRIEZE BOARD till AIIA HEADER AT WINDOW TYP. EXT. WALL W /BRICK VENEER SEE DETAIL: 44/D -1 • �� D�tAI i L.: TYP. SOFFIT coNSTF�,ICTION W/BRICK VENEER SEE DETAIL: 46/D -1 NOTE: OFFSET FACE OF STUD 1/2' FROM FACE OF FND. WALL TYP. IST FLOOR CONSTRUCTION TAB, -3/4' TtG PLYWO0D,5U5FL OOR (GLUED t NAILED) -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS 0 -R -13 BATT INSUL: AT PERIMETER T.O.P. TYP. SILL iE AT BSMT. FOUND. 2x6 P.T. SILL iE W /SILL SEAL ANCHORED W/ tie' m GALV. BOLTS AT 6' -0' O.G. 12' MIN. FROM IE ENDS 8' IMBEDDED 8' CONC. FOUNDATION WALL W /DAMP PROOFING TO TYP. EXT. WALL AT 15T FLOOR W /55MT. SCALE: I's 1' -0' llr L TYP. EXT- WALL W/BRICK VENEER SEE DETAIL: 44/D -1 1Hk / TYP. 2ND FLOOR CONSTRUCTION I SEE DETAIL: 36/D -1 R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER 1, -Am 12 5EE ELEV." T.O.P. P�AAO�' TYPICAL SOFFIT CONSTRUCTION 1 • 1X6 FASCIA BOARD 1 '2x4 OUTLOOKERS AT 24' O.G. 3/8' PLYWOOD SOFFIT W/ \ Will CONT. 2' SCREENED VENT A If ' 1x4 FRIEZE BOARD HEADER AT WINDOW TYP. EXT. WALL CONSTRUCTION SEE DETAIL: 46/D -1 n OVA i L.: TYPICAL SOFFIT CONSTRUCTION MALE: I'm i' -0' IYP- ROOF /GEIL. CONST. • FIBERGLASS SHINGLES • 15' BUILDING FELT ' t,2' EXT. GRADE PLYWOOD W /CLIPS (GLUED E NAILED) • WD ROOF TRUSSES * 24' O.G. (MAX) DESIGN BY MFR. • R -38 BATT INSULATION W/ EAVE BAFFLE 1/2' GW$_ TAF. A T.O.F. SCALE: 2C TYP. EXT. WALL CONSTR_ SEE DETAIL:46/D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUEU' NAILED) -2x10 FLOOR 1018T5 OR AS NOTED ON FRAMING PLANS -1a, G.W.B. R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER CHWD: Z$ In P.M. :GEORGE J. GUZZIE P.A. S. W �- NO.:20 M 0j z 4' BRICK VENEER W/22 GAUGE GALV. METAL WALL TiES AT I/2' FROM FACE OF FND. WALL Q 16' O.C. VERT. 4 32' O.C. HORIZ. 30 N••I H fly- � w i/2' FROM FACE OF F�D. WALL •z A o BATT INSULATION - w A QE• o 6 MIL VAPOR 4' IO Z Z W W o� Z iST FLOOR 10 1/2' - H w� x x x Fa .Em wa 1 �\ � SCALE: 2C TYP. EXT. WALL CONSTR_ SEE DETAIL:46/D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUEU' NAILED) -2x10 FLOOR 1018T5 OR AS NOTED ON FRAMING PLANS -1a, G.W.B. R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER CHWD: 3 1wT AGE OF STUD P.M. :GEORGE J. GUZZIE P.A. S. PROJECT �- NO.:20 M W 4' BRICK VENEER W/22 GAUGE GALV. METAL WALL TiES AT I/2' FROM FACE OF FND. WALL Q 16' O.C. VERT. 4 32' O.C. HORIZ. 30 O fly- t i/2' FROM FACE OF F�D. WALL BATT INSULATION - tot - INSULATED SHEATHING o 6 MIL VAPOR 4' IO _..! o� - 2x4 AT 16' O.G. (MAX.) R -13 BATT INSULATION iST FLOOR 1/2' - 1 �\ � r mo i o TYP. EXT. FALL W/BRICK VENEER TYP. EXT. WALL CONSTR. SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 A4- In Drat�A iL - EXT. WALL AT 2ND FLOOR W/BRICK VENEER IVA i L .- EXTERIOR WALL AT 2ND FLOOR � O SCALE: I'm V-0' 3 1wT AGE OF STUD SCALE: I's i' -0' NOTE: OFFSET` FACE OF STUD TYP. EXT- WALL CONSTR. �- �. W 4' BRICK VENEER W/22 GAUGE GALV. METAL WALL TiES AT I/2' FROM FACE OF FND. WALL Q 16' O.C. VERT. 4 32' O.C. HORIZ. 30 O t i/2' FROM FACE OF F�D. WALL BATT INSULATION - tot 8' CONC. FOUNDATION WALL -III- _► W/DAMP PROOFING TO GRADE I I , , :► . 4' P.V.G. DRAIN (�� ► BITUMINOUS FILLER 1ST FLOOR ' T.D.SLA1:3 fri 1.1-' TYP. SLAB ON GRADE _z I -4' CONC. SLAB ON GRADE i I I _� 1 ► -6 MIL. POLY VAPOR BARRIER FiN• • -4' COMPACTED GRAVEL i T.O.F(L ► ► ► - - TYPICAL COW. FOOTING CONST. ► 8 "x16' CON TE FOOTING 10 Z I W/2'X4' COkSTRUCTION KEY C,, F ON VIWIIN SOiL OR W/(2)'4 BARS CONT. ON CERTIFIED 0 COMPACTED FILL W/MIN ' 1- BEARING CAPACITY OF 4' D' 4' _ i 2000 P SF. E TA i L.: FOOTINGS AT BASEMENT � OR SCALE: 1' _ 1' -0' TYP- EXT- WALL W/BRICK VENEER TYP. EXT- WALL CONSTR. �. 4' BRICK VENEER W/22 GAUGE GALV. METAL WALL TiES AT HORIZONTAL SIDING 3/4' INSULATIONS SHEATHING 16' O.C. VERT. 4 32' O.C. HORIZ. 2x4 AT 16' O.G. (MAX.) -3/ AIR SPACE BATT INSULATION - INSULATED SHEATHING o 6 MIL VAPOR 4' IO _..! - 2x4 AT 16' O.G. (MAX.) R -13 BATT INSULATION iST FLOOR 1/2' - ► _ 6 MIL. POLY VAPOR BARRIER t -O-LAB 1 (- 1/2' Gw.B• a0 Z TYP. SLAB ON GRADE CONST. RAD FIN GRADE 4' CONC. SLAB ON GRADE ---1 1 6 MIL. POLY. VAPOR BARRIER I i TYP_ SILL IE AT SLAB FOUND. -III I I 1 ( _ I OVER i' PERIMETER INSUL. r ` III 1 _ 2x4 P.T. SILL 17D W/ SILL SEAL - 148 MIN. HOR1Z. CONTINUOUS U �--I , ANCHORED W/ 1/2' o GALV. I I _ ON 4' GRAVEL BASE If BOLTS AT 6'-& O_C. 12' MIN. ► ° ► I III FROM 12 ENDS 15" IMBEDDED t I TYP. SiLL M AT SLAB FOUND. ► • ► ► E DETAIL: 44/D -1 ° I E TYPICAL FOUNDATION WALL S1 Z T I ► ► A I R �,, F I e ► TY1®ICAL FOUNDATION WALL I Il 8' 'L' BLOCK ON 12' C.M.U. ON p 8 'L' BLOCK ON 8' C.M.U. ON T! ^4 ' 12' x 24' CONT CONIC. TRENCH +:� 4 1 12' x 24' CONT CONC. TRENCH ► ► FOOTING ON VIRGIN SO!L OR ► ► FOOTING ON VIRGIN SOIL OR ° . W /(2) 04 BARS CONT. ON W /(2) 04 BARS CONT. ON ► ► CERTIFIED COMPACTED FILL CERTIFIED COMPACTED FILL W/MiN. BEARING CAPACITY OF W/"IN. BEARING CAPACITY OF :► .:° 2000 P.SF- .' e ° 2~ P.S-F. SLAB ON GRADE FOUND. W/BRICK RE-TURN �� Dot i L.: , SLAB ON GRADE FOUINVATION SCALE: I'm 1' -0' SCALE: 1; = i' -0'