HomeMy WebLinkAbout0529.95.9_.... _ ... ..
k.1r..um.�,,....r......... >, -�•yr? ....: s . t:.
13 TYP. EXT. WALL WBRfCK VENEER >,
_ -. .. , ,r. . • -.: - -r .4 � XmM .aY ._ ..-' �0 � _ 12' � A.� r F 8' ";. .4
SL \
- SEE DTL: 44/D 1 (MINUS INSUL.) , F
TYP. ROOFICELIJNCs CONST. 6y T• -
_ _.
_ _ _ ETAtI. 26/D -1
j.
2X4 TA 26/D-4
BOLT TO CH,ajNNEL vEE DETAIL: � D
— --- •------ •__s— _______. -- , ��.d - .._�_ ,. .. -�--_ - - - ' DL4. BOLTS AT 4' -ID: O.C. •
C12x20.1 STEEL CHANNEL ' r. +, �,•
i ..TY)=. RAKE CONSTRUCTION I TYP. ieAKE C4745TIFUCT ION --- __
_ -1x2 WOODS INGLE MOLD J - -1x2 WOOD SN1NCsLE MOLD r
L 4x4xl/4 STEEL ANGLE SHOP- �� '
-1x6 WOOD RAKE -1x6 WOOD 'FAKE
WELD TO CHANNEL `• -CONT. 2x NAILER W/2x ��� ' �^ CONT. 2x MAILER W/2x '
BLOCKING AT 16' O.C. MAX. BLOCKING AT 16' O:C. MAX. M ,
BOLT CHANNEL TO GAP iE W/ -CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD SOFFIT Y
2x WD. BLOCKING: AT 16' O.G. -1x4 SUB -RAKE Z
(2) i�2' DIA. BOLTS .
-1x4 Su
T.O.P. B -RAKE T.O.F.
.P. w.
GABLE END TRUSS GABLE END Tours � Fn I
CONT. 2x4 WOOD NAILER
' 3' DIA. (31i2' OV-) STD_ STEEL CONT. 2x4 WOOD NAILER 1 �+
TYP. WALL BETWEEN GARAGE/UN1T PIPE COL. W /8 "x3 v2 "xl /2 CAP fE z 1 "'
SEE DETAIL: 46/D -2 SHOP- WELDED TO PIPE COL_
6' MAX. EXCAVATION ;' TYP. EXT. WALL W/BRICK VENEER TYP. EXTERIOR WALL CONSTR.
SEE DETAIL :44 /D -1 SEE DETAIL :'46 /D -1
�1�1D BAvEMENT WALL �
U GARAGE FOOTING a t
T.OFLOOR DETAIL: BRICK LINTEL AT 16' GARAGE DOOR D�t� i' �: TYPICAL RAKE CONSTRUCTION DVA I L: TYPICAL RAKE CONSTRUCTION
TYP. 1ST FLOOR CONSTRUCTION 12 �� . _ _ �6 , _ ~ '*
SCALE. 1 _ 1 _ 0 SCALE. 1 -1 0 SCALE. 1 _ 1 0
SEE DETAIL: 32/D -1 10
,e6T.OJUALL TYP. ROOF /CE IL_ CONST. TYP. ROOF /CE IL. CONOT. -
�� SEE DETAIL: 26/D -1 • FIBEIRGLA SNINEs ' •'
• 15 BUILDING FELT
• �1 ' EXT. GRADE PLYWOOD 4u
ii Tl'P. SILL tE AT BSMT. FOUND. —� « W x '
ii SEE DETAIL: 42/D -1 NOT - 2 D x
DIMENSION A SHALL NOT W /CLIPS (GLUED < NAILED) ,
EXCEED 2' -0' ' WO ROOF TRUSSES 9 24' _ En;
1' -0" 12 1' -0" 12 O.G. (MAX) DESIGN BY MFR —"
• SEE SEE R -38 15ATT INSULATION Y '
'
ELEV. ELEV.� W/ EAVE BAFFLE
8' C.M.U. FOUND. WALL ° ° Q - . 1 /2 '
AT GARAGE o ° 'TYPICAL FOOTING REINF. - -- --
•4 A TYP. FASCIA W/BRIGK VENEER
. . ° . B RS HORIZ. VERT. �. nr
° . ; ` • 1X6 FASCIA BOARD ; _
8' CONCRETE FOUND. WALL • ° ' ' ° AX) I
T.O.P. • 2x4 OUTLOOKERS AT 24' o.c. T.O.P.
W/4 DEEP POCKET TO SUPPORT TYPICAL SOFFIT CONSTRUCTION
• 3/8 PLYWOOD SOFFIT W/ �
CONT_ 2" SCREENED VENT • 1X6 FASCIA BOARD
GARAGE FOOTING ° ' ° ' .11� / • CONT. 2x WOOD NAILER W/ / I • 2x4 041TLODKERS AT 24"
Plb ° • ° ° i • 2x WD. BLOCKING: AT 16' O.C. � IA � ' 3/8' PLYWOOD SOFFIT W/
PROVIDE (4) 04 BARS IN BOTTOM ► n��► + 1nn , I. unu • 1x4 FRIEZE BOARD ull
CONT. 2 SCREENED VENT
It 1 OF GARAGE FOOTING FOR ` � �� � � ` � I I ' 1x4 FRIEZE BOARD '
LENGTH OF 10' MIN. ��� i I lilt i `• i
TYPICAL GARAGE FOOTING `�,,� HEADER AT WINDOW ><
AT BASEMENT COND: 8'x16' CONT. -
HEADER AT WINDOW
CONCRETE FOOTING
TYP. EXT. WALL W /BRICK VENEER TYP. EXT. WALL CONSTRUCTION
SEE DETAIL: 44/D -1 i SEE DETAIL: '46/D -1
TYPIG,4L STEPPED GONG T
20
BRIDC�INCx Cx4RACxE
FOOTINCs TO =47E1"IE41 WALL
SCALE: I' =1' -0'
-
22
PROJECT
RE E OOTINGc
SCALE: 1' =1' -0'
NO. :20- -0
TYP. SOFFIT CONSTRUCTION W/SRICK VENEER
TYPICAL SOFFIT
26
CONSTRUICTION .
SCALE: 1' =1' -0'
2� SCALE: i' =1' -0'
20
'
TYP. E•XT. WALL W/BRICK VENEER
j TYP. EXT_ WALL CONSTRUCTION
N
SEE DETAIL: 44/D -1
SEE DETAIL: 46/D -1
TYP. EXT. WALL W/BRICK VENEER
Y
TYP. EXT. WALL CONSTR.
'
y
SEE DETAIL: 44/D -1
o
SEE DETAIL:46/D -1
NOTE: OFFSET FACE OF STUD
.-.
un
«
1/2' FROM FACE OF FND_ WALL
,
TYP. 2ND FLOOR CONSTRUCTION
TYP. 2ND FLOOR CONSTRUCTION
' -
SEE DETAIL: 36/D -1
�
-3i.�' TtG PLYWOOD
TYP, j8T FLOOR` CONSTRUCTION
TYP_ IST FLOOR CONSTRUCTION
T•O
T.O.F.
(GLUED t NAILED) /
T.O.FLOOie
SEE DETAIL: 32/D -1
T.O•FLOOR
-3/4" TEG PLYWOOD SUBFLOOR
-2x10 FLOOR JOISTS OR AS {
z
(GLUED E NAILED)
s
o
NOTED ON FRAMING: PLANS
-2x10 FLOOR JOISTS AS
NOTED ON FRAMING PLANS
-1/2' G.W.B»
NOTE: OFFSET FACE OF STUD
-R -13 BATT INSUL. AT PERIMETER
ALL
1/2" FROM FACE OF FND. WALL
T.O1UALL —
T.O.P.
T.O.P.
TYP. SILL iE AT BSMT� FO { D.
TYP. SILL iQ AT BSMT. FOUND_
R -13 BATT INSUL. AT PERIMETER
;
R -13 BATT INSUL. AT PERIMETER
FIN. GRADE
t� °
- t� .
SEE DETAIL: 32A:>
FIN. GRADE
° ��
�o .° •
2x6 P.T. SILL P W /SILL SEAL
ANCHORED W/ i�z" � GALV.
CONT. 2x4 WOOD NAILER
CONT. 2x4 WOOD NAILER
CH'`k'D:
;
P.M.: GEORGE J. GU
P.A. :JAMES 4 CARR .
PROJECT
NO. :20- -0
N
Y
o
r-
un
m�
Q
z
s
o
_ • ° BOLTS AT 6' -0" O.C. 12' MIN.
FROM iE ENDS 8' IMBEDDED
TYP. EXT. FALL W/BRICK VENEER TYP. EXT. WALL CONSTR. -
-I 10 OR 12 CONCRETE FND. WALL -III
SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1
. (SEE PLANS) an CONC. FOUNDATION WALL
6' OR 8' W/DAMP PROOFING TO GRADE
W /DAMP PROOFING TO GRADE F
4
TYP. EXT. WALL AT 1ST FLOOR W/BSMT. Dkt ,4 IL: TYP. EXT. WALL AT 1ST FLOOR W/SSMT, DETAIL: EXT. WALL AT 2ND FLOOR W/SRIGK VENEER OrmlA1L: EXTERIOR WALL AT 2ND FLOOR
`e 3 UJ /5RICK VENEER SCALE: 1' =1' -0' 9 32 SCALE: V =V -0' 3� ;�-�� - '- '- 3 SCALE: 1' =1' -0'
1VDTT =?T ACE OF STUD —
NOTE: OFFSET FACE OF ST 30 "
cp 1/2' FROM FACE OF FND. WALL
- y 1/2' FROM FACE OF FND. WALL-•.., O -
10' OR 12' CONCRETE FND. WALL TYP. EXT_ WALL W/BRICK VENEER �.
-TYP. EXT. WALL CONSTR.
(SEE PLANS) _ V CONC_ FOUNDATION WALL -
-4 BRICK VENEER W/22 GAUGE o HORIZONTAL SIDING-
° . W/DAMP PROOFING TO GRADE -III— ` ° . W/D P PROOFING TO GRADE INSULATIP SHEATHING + -. •. '
GALV.` METAL WALL TIES AT 3/ " ?�.
4" 0 P.V.G. DRAIN I ( (I " . ° . P.Y.C. DRAIN 16 O.C. VERT, t 32 O.G. HORIZ. o 2x4 AT 16 O.G. (MAXJ
rNAI -1' AIR SPACE o R -13 BATT INSULATION `�-'•
III ° BITUMINOUS FILLER I III— ° 151TUMINOUS FILLER INSULATED SHEATHING o 6 MIL. POLY VAPOR BARRIER �t `.•..L°
FLOOR - 2x4 AT 16' O.G. (MAX.) 1ST FLOOR °'/z' G.ws.
—III I —III I i _ R -13 BATT INSULATION _`'
T.O.SLAB T.O.SLAk3 ^ 3,
t TYP. SLAB ON GRADE TYP. SLAB ON GRADE _ 6 MIL. POLY VAPOR BARRIER { ,
1 III I I III= _ " G_W.B.,
• - TYP. SLAB ON GRADE ONST. {
—� ( -4 CONC. SLAB ON GRADE —III -4 CONC. SLAB ON GRADE FIN., FIN.-GRADE'' '
-6 MIL. POLY VAPOR BARRIER I ° -6 MIL. POLY VAPOR BARRIER 4" CONC. SLAB ON E
'+ _11 ' ' 1 6 MIL. POLY: VAPOR P ARRIER
/ -4' COMPACTED GRAVEL / -4' COMPACTED GRAVEL TYP. SILL P AT StAi3 FOUND. —
o ° ° ° I I I I _ -1 Il— II I OVER 1 PERIMETER I SUL. ,` _ ,- } 2x4 P.T. SILL,fiP W/ SILL SEAL - 48' MIN. HORIZ. CONTINUOUS !, V r
T. O. FTC . v ° ° ° ' T. O FTCs. e ° ' ° • ° -) I I , I. ANCHORED (UU/ 1/2 " 0 GAL V. '�• � _
° r ° _ ON GRAVEL B,48F } v -
G m � � t ° . , ° . BOLTS AT 6' -ID' O.C_ 12' MIN. � I •° . , ° . x f •� ''� r
TYPICAL CONC. FOOTING CONST. ° ' ° : - TYPICAL CONC. FOOTING CONST. FROM fL' ,ENDS TYP: SILL i£ AT $L,Q FOUND. �•-
° ■ ■ _ 2 MAX_ ° , n (SEE DETAIL.: 441D -I
° 10 x2ID CONCRETE FOOTING ° 8 x1+6_ CONCRETE FOOTING �Q Z ° ° ( I I— TYP1CAL FOUNDATION WALL Z
W /2'x4' CONSTRUCTION KEY I W /2'x4' CONSTRUCTION KEY -' ° ° T BRICK VENEER _ I I —I, - ° TYP CAL FOU ATIQN r ! -
° . A R ;! _ ° ND WALL k
ON VIRGIN SOIL OR W /(2) 4 ON VIR!�IN SOIL OR W /l2) 4 I� �� ° 8 L BLOCK ON 1� C.M.U. ON I� ° 8 L BLOCK 8 Ca"i•U.,' T
BARS CONT. ON CERTIFIED — BARS CONT. ON CERTIFIED @ 12 x �4 _CONT GQh4C_ TRENCH -` 12 x 24 CA:N THE C 4
_COMPACTED FILL W/MIN. - 1 I . I ( COMPACTED FILL W/MIN. - ° ° r' Ft70TING ON VIRGITy SOYL OR ° - ° FOOTINGF QW M l$Ot OR ° BEARING CAPACITY OF BEARING CAPACITY OF ° : W /(2) �'4 BARS CONT�ON lLI/l2) " BAfT, .
5' 10' 5' 2,000 P SF: - 4' 8' 4' — 2,000 P.S.F. o .° ' ., o .° CERTIFIED COMPACTED FELL o .° ' .. ,° CI~RfIF 'D ; 'COMP AGTEt FILL
° ° W/MIN' BEARING CAPACITY OF ° �J1M1N, ARi Gq ' TY,QF ,
2,000 P.S.F. ° �' ` ioogi t_ 6.SF. 1 ^
FOOTING AT BASEMENT W/BRICK VENEER A 301/E � t� I L:. FOOTINCs AT ��� 1ENT Or L: SLAB ON GRADE FOUND. W/Si2I� VEI 2 T�r : S A ON F f iC t
L �2 L L s ,>
SCALE: I' = I' -0'
I 1 13 44 Et
�, ,
, r
Y -1
S
s
_
-