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HomeMy WebLinkAbout0299.95.9°` .... rw}+p'. s•. ^{e+c•ca"KJIm.:,. .-.. ys.. » ...rk «a=c:,. r..... - ..... ... .. , r r:. f_ — _ 4 EX ��.. �" TYP T. WALL W/BRiC VENEER / 8• ~- CQNgiT • � • �` _EE DETAIL: 26/D -i 1 (MINUS IN TYP. R C0FR2E1k1NCs CONST. � SE E D TL• 44/D 955 DETAIL: 26/D -1 �„� 2x4 V BOLT TO CHANNEL . :.. r. • -•-►- - _ W /f2 DIA. BOLTS AT 4' -0: O.C. _ . __.._ .._... C1240.1 STEEL CHANNEL 1 - ` 1 TYP. RAKE CONSTRUCTION TYP. RAKE C��NUCT Iii 1 -1x2 WOOD SHINGLE MOLD —1x2 WOOD S1 -ANGLE MOLD � i L 4x4x1/4 STEEL ANGLE SHOP- ` -1x6 WOOD RAKE � -1x6 WOOD RAKE � WELD TO CHANNEL -CONT. 2x NAILER W/2x �\ ' ;CONT. 2x NAILER W/2.x r BLOC W_% AT 16' O.G. MAX. BLOCKING AT 16" O.C. MAX. ,BOLT CHANNEL TO CAP P_ W/ -CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD SOFFIT (2)1/2- DIA. BOLTS 3' DiA_ (31 %' O_D.) STD. STEEL TYP. WALL BETWEEN GARAGE/UNIT PIPE COL. /8 "x3 /2'x i2' CAP f SEE DETAIL: 46/D -2 SHOP- WELDED TO PIPE COL. �s OTE: 6' MAX. EXCAVATION SEYOND BASEMENT WALL { SHLQW GARAGE FOOTING 04 ` DETAIL: BRICK LINTEL AT ib' GARAGE DOOR T.O.FLOOR TYP. 1St FLOOR CONSTRUCTION �? SCALE: SEE DETAIL: 32/0 -1 /-LT.O ALL TYP. SILL B AT BSMT. FOUND. MOTE. ii SEE DETAIL: 42/D -1 (2)A DIMENSION 'A' SHALL NOT r� EXCEED 2' -0' 8' CMl1_ FOUND. WALL ° • . ° . Q AT GARAGE ° p 'TYPICAL FOOTING REiNF. 04 BARS HORiZ_ 4 VERT. 8' CONCRETE FOUND. WALL W /4' DEEP POCKET TO SUPPORT p p p _GARAGE FOOTING Q PROVIDE (4) 04 BARS IN BOTTOM OF GARAGE FOOTING FOR LENGTH OF 10' MiN. TYPICAL GARAGE FOOTING AT BASEMENT COND. 8'x16' CONT. CONCRETE FOOTING SRiDC-sINGc GARAGF_ FOOTING TO BASEt"iENT WALL � t�� i..= TYPICAL STEPPED CONCRETE FOOTING 2x WD. BLOCKING AT 16' O.G. -1x4 SUB -R"NGE -1x4 SUB -RAKE T.O.P. GABLE END TRUSS GABLE END Ti�1d5S CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER TYP. EXT. WALL W/BRICK VENEER TYP. EXTERI1,R WALL CONSTR. SEE DETAIL :44 /D -1 SEE DETAIL: 46/D -1 �Drmmr,41L: TYPICAL RAKE CONSTRUCTION DETA i L: TYPICAL RAKE CONSTRUCTION (-a IFW SCALE: I =I -0' SCALE• 1' =i' -0' ITYP. ROOF /CE IL_ CONST. 12 SEE ELEV.F SEE DETAIL: 26 /D -1 TYP. FASCIA W/BRICK VENEER %/ ` • 1X6 FASCIA BOARD TOP ;' ' 2x4 OUTLOOKERS AT 24' O.C. ' 3/8 PLYWOOD SOFFIT W/ / CONT. 2' SCREENED VENT 1 • CONT_ 2x WOOD NAILER W/ 1111 2x WD. BLOCKING AT 16' O.C. i II i ' 1x4 ,FRIEZE BOARD nnn � L / > HEADER AT WINDOW TYP. EXT. WALL W /BRICK VENEER SEE DETAIL: 44/D -1 0MtA i L: TYP. SOFFIT CONSTRUCTION W/BRICK VENEER 20 FROM fE ENDS 8' IMBEDDED SCALE: 1' =1 ` -0' Z2 PROJECT SCALE: 1'=V-of NO.:20- 955 -01 I . 10' OR 12' CONCRETE FND WALL -III p SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 ■��, w/DAMP PROOFING TO GRADE' I I I (SEE PLANS) 8' GONG. FOUNDATION WALL p 4" 0 P.V.C. DRAIN cfJ IIIp '' 6 OR V W/DAMP PROOFING TO GRADE W/DAMP PROOFING TO GRADE TYP. EXT. WALL W/BRICK VENEER ;III I• IIII TYP. EXT_ WALL CONSTRUCTION o� A I I AV � t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. - SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T. 32 SEE DETAIL, 44/D -1 �tA i L : EXTERIOR WALL AT 2ND FLOOR j 3 SCALE: 1' =1' -0' -6 MIPOLY VAPOR BARRIER °. SEE DETAIL: 46/D -1 3� N _ N 0 w.I o_ . O. FTG. p p p NOTE: OFFSET FACE OF STUD % � A 1/2' FROM FACE OF ND. WALL W W /2'x4' CONSTRUCTION KEY TYPr FLOOR CONSTRUCTION — ON VIRGIN SOiL OR W /(2) +4 TYP. 15T FLOOR CONSTRUCTION T.O.F. T.O.FLOOfi? BARS CONT. ON CERTIFIED _j_5T SEE DETAIL: 32/D -1 T.O.FLOOR mo -3/4' T4G PLYWOOD SUBFLOOR BEARING CAPACITY OF 5' V 10' 5' —_ 4� I- '1 =nnTIMe.. AT AA.g1 =M1 WT W/SRICK VENEER ABOVE HZ (GLUED 4 NAILED) o -2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS NOTE: OFFSET FACE OF STUD - -R -13 BATT INSUL. AT PERIMETER _ 1/2" FROM FACE OF FND. WALL T.O.WALL T.O ALL - TYP. SILL fe AT BSMT. FOU / Z 11' • p II TYP. SILL 1E AT BSMT. FOUND. FIN. GRADE SEE DETAIL: 32/D -1 FIN. GRADE ° 11 �'p • 2x6 P.T. SILL fE W /SILL SEAL ANCHORED W/ 1/2" 4, GALV. r` BOLTS AT 6' -0" O.C. i2' MIN_ 8 c!� SCALE: V= V - 0' r TYP. EXT. WALL W/BRICK VENEER SEE DETAIL: 44/D -1 TYP. 2ND FLOOR CONSTRUCTION I r SEE DETAIL: 36/D -1 1' -0" 12 SEE ELEV.� T.O.P. `� ► full IF i ice: TYPICAL SOFFIT T.O. T.O.P. R -13 BATT INSUL. AT PERIMETER CONT_ 2x4 WOOD NAILER TYP. ROOF /CEIL. CONST. • FiBERCxLAS SHtNGEE'v- --"- • 150 BUILDiNG FELT - • 1/2' EXT. GRADE PLYWOOD W /CLIPS (GLUED t NAILED) • WD ROOF TRUSSES a 24' O.G. (MAX) DESIGN BY MFR. • R -38 BATT INSULATION W/ EAVE BAFFLE . 1/2' GIU.B- TYPICAL SOFFIT CONSTRUCTION • 1X6 FASCIA BOARD 2x4 04TLOOKERS AT 24" O.C.. 3/8' PLYWOOD SOFFIT W/ - CONT. 2' SCREENED VENT Ix4 FRIEZE BOARD HEADER AT WINDOW TYP. EXT. WALL CONSTRUCTION SEE DETAIL: 46/D -1 CONSTRUCTION F 1 ) . Ot w Sol z . z� 10 �y E-1 x � W z _44 01 � x� a U E m SCALE: 20 TYP. EXT. WALL CONSTR SEE DETAIL:461D -1 TYP. 2ND FLOOR CONSTRUCTION -3/4' T4G PLYWOOD (GLUED t NAILED) -2x10 FLOOR JOISTS OR AS NOTED ON FRAMING PLANS -1/2' G.W_B. R -13 BATT INSUL. AT PERIMETER CONT. 2x4 WOOD NAILER CHK'D: FROM fE ENDS 8' IMBEDDED P.M.: GEORGE J. GUZZIE P.A.: AMES S. CARR PROJECT 10' OR 12' CONCRETE FND. WALL NO.:20- 955 -01 I . 10' OR 12' CONCRETE FND WALL -III p SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 ■��, w/DAMP PROOFING TO GRADE' I I I (SEE PLANS) 8' GONG. FOUNDATION WALL p 4" 0 P.V.C. DRAIN IIIp '' 6 OR V W/DAMP PROOFING TO GRADE W/DAMP PROOFING TO GRADE BITUMINOUS FILLER ;III I• IIII TYP. SLAB ON GRADE o� A I I AV � t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. - SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T. 32 • �t� i L EXT. WALL AT 2ND FLOOR W/BRICK VENEER �tA i L : EXTERIOR WALL AT 2ND FLOOR j 3 SCALE: 1' =1' -0' -6 MIPOLY VAPOR BARRIER °. p 3� N _ N 0 w.I o_ . O. FTG. p p p � % � A 10'x20' CONCRETE FOOTING W W /2'x4' CONSTRUCTION KEY — ON VIRGIN SOiL OR W /(2) +4 BARS CONT. ON CERTIFIED COMPACTED FILL W/MIN. mo i— BEARING CAPACITY OF 5' V 10' 5' —_ 4� I- '1 =nnTIMe.. AT AA.g1 =M1 WT W/SRICK VENEER ABOVE HZ o SCALE: V= V -0' �VDT1TT ACE OF STUD - -, NOTE: OFFSET FACE OF STo1D 30 O 1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= ` TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9 T WA - W/22 GAUGE ° HORIZONTAL SIDING - 8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER -III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING 16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1 I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION _ -1 AIR SPACE ,�• ' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER 3/ BITUMINOUS FILLER 4 I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }— ,. ,. R -13 BATT INSULATION T.O.SLA13 '' '' —I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL I rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE I _ 1 6 MIL. POLY. VAPOR )BARRIER p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l 2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° - _ , I BOLTS AT 6 0 O.C. 12 MIN. p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST. �-- ,f 2 MAX TYPICAL- FOUNDATION WALL CONCRETE FOOTING . _ TYP CAL FOUNDATION WALL - - • ' • �}T BRICK VENEER ER N I D p 8 L. SLOOK ON 0S CM.U. �c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° • ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _ ` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH 1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR COMPACTED FILL W/MIN. N ° : � ' BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om 4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y �. W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF } 2000 P.S.F. I - „ 1 r S�A5 ON G PE-iFOUNDA�dv. � t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _ SCALE: =1',0' °SCALE: 1; =1' -0' r - - FROM fE ENDS 8' IMBEDDED TYP. EXT. EALL W/SRICK VENEER TYP. EXT. WALL CONSTR. 10' OR 12' CONCRETE FND. WALL d I . 10' OR 12' CONCRETE FND WALL -III p SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1 ■��, w/DAMP PROOFING TO GRADE' I I I (SEE PLANS) 8' GONG. FOUNDATION WALL p 4" 0 P.V.C. DRAIN IIIp '' 6 OR V W/DAMP PROOFING TO GRADE W/DAMP PROOFING TO GRADE BITUMINOUS FILLER ;III I• IIII TYP. SLAB ON GRADE A I I AV � t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. - SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T. 32 • �t� i L EXT. WALL AT 2ND FLOOR W/BRICK VENEER �tA i L : EXTERIOR WALL AT 2ND FLOOR j 3 SCALE: 1' =1' -0' -6 MIPOLY VAPOR BARRIER O Q �-- p 3� N _ SCALE: V= V -0' �VDT1TT ACE OF STUD - -, NOTE: OFFSET FACE OF STo1D 30 O 1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= ` TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9 T WA - W/22 GAUGE ° HORIZONTAL SIDING - 8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER -III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING 16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1 I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION _ -1 AIR SPACE ,�• ' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER 3/ BITUMINOUS FILLER 4 I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }— ,. ,. R -13 BATT INSULATION T.O.SLA13 '' '' —I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL I rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE I _ 1 6 MIL. POLY. VAPOR )BARRIER p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l 2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° - _ , I BOLTS AT 6 0 O.C. 12 MIN. p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST. �-- ,f 2 MAX TYPICAL- FOUNDATION WALL CONCRETE FOOTING . _ TYP CAL FOUNDATION WALL - - • ' • �}T BRICK VENEER ER N I D p 8 L. SLOOK ON 0S CM.U. �c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° • ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _ ` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH 1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR COMPACTED FILL W/MIN. N ° : � ' BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om 4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y �. W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF } 2000 P.S.F. I - „ 1 r S�A5 ON G PE-iFOUNDA�dv. � t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _ SCALE: =1',0' °SCALE: 1; =1' -0' r - - UJ /BRICK VENE�tR 10' OR 12' CONCRETE FND. WALL (SEE PLANS) -III w/DAMP PROOFING TO GRADE' I I I p 4" 0 P.V.C. DRAIN IIIp BITUMINOUS FILLER ;III I• IIII TYP. SLAB ON GRADE A I I -6 MIPOLY VAPOR BARRIER p -4' COMPACTED GRAVEL . O. FTG. p p p % TYPICAL CONC. FOOTING CONST. 10'x20' CONCRETE FOOTING W /2'x4' CONSTRUCTION KEY — ON VIRGIN SOiL OR W /(2) +4 BARS CONT. ON CERTIFIED COMPACTED FILL W/MIN. i— BEARING CAPACITY OF 5' V 10' 5' —_ 2,000 PSF. I- '1 =nnTIMe.. AT AA.g1 =M1 WT W/SRICK VENEER ABOVE SCALE: V= V -0' �VDT1TT ACE OF STUD - -, NOTE: OFFSET FACE OF STo1D 30 O 1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= ` TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9 T WA - W/22 GAUGE ° HORIZONTAL SIDING - 8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER -III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING 16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1 I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION _ -1 AIR SPACE ,�• ' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER 3/ BITUMINOUS FILLER 4 I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }— ,. ,. R -13 BATT INSULATION T.O.SLA13 '' '' —I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL I rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE I _ 1 6 MIL. POLY. VAPOR )BARRIER p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l 2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° - _ , I BOLTS AT 6 0 O.C. 12 MIN. p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST. �-- ,f 2 MAX TYPICAL- FOUNDATION WALL CONCRETE FOOTING . _ TYP CAL FOUNDATION WALL - - • ' • �}T BRICK VENEER ER N I D p 8 L. SLOOK ON 0S CM.U. �c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° • ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _ ` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH 1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR COMPACTED FILL W/MIN. N ° : � ' BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om 4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y �. W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF } 2000 P.S.F. I - „ 1 r S�A5 ON G PE-iFOUNDA�dv. � t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _ SCALE: =1',0' °SCALE: 1; =1' -0' r - -