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TYP. WALL BETWEEN GARAGE/UN1T
I SEE DETAIL: 46/D -2
'MAX. EXCAVATION
BASEMENT WALL
GARAGE FOOTING _
,t
T.OPLOOR
TYP. 1ST FLOOR CONSTRUCTION
SEE DETAIL: 32/D -1
,e6T.OAUALL
ii TYP. SILL P_ AT BSMT. FOUND.
ii SEE DETAIL. 42/D -1
- ;
S' C.M.U. FOUND. WALL
P.M.: GEORGE J. GUZZIE
AT GARAGE
-
S' CONCRETE FOUND. WALL
N0.:20-955-
W 14' DEEP, POCKET TO SUPPORT
- GARAGE FOOTING
(SEE PLANS)
PROVIDE (4) 04 BARS IN BOTTOM
-III .' .
OF GARAGE FOOTING FOR
LENGTH OF 10' MIN_
4" -0 P.V.G. DRAIN
TYPICAL GARAGE FOOTING
•�
III V1. o
AT BASEMENT COND:. Vx16' CONT.
`
CONCRETE FOOTING
DratA I L:
BRIDGING GARAGE FOOTING TO BASEMENT WALL
20
-4' CONC. SLAB ON GRADE
SCALE:
-6 MIL. POLY VAPOR BARRIER
°
TYP. eXT. WALL W/BRICK VENEER
SEE DETAIL:' 44M-1
/
V
TYP. 1ST FLOOR CONSTRUCTION
T.O.FLOOR
SEE DETAIL: 32/D -1
�
TYPICAL CONC. FOOTING CONST.
NOTE: OFFSET FACE OR STUD
TA ALL
1/2' FROM FACE OF FND. WALL
•�
0
V-
TYP. SILL e AT BSMT.'FOU D.
- FIN. GRADE 1i . SEE DETAIL: 32/D -1
II II
10' OR 12' CONCRETE FND. WALL
(SEE PLANS)
6" OR 8' W/DAMP PROOFING TO GRADE
DrmtA I Li TYP. EXT. WALL AT 1ST FLOOR W/86MT.
W /BRICK VENEER
SCALE: 1' =1' -0'
P.M.: GEORGE J. GUZZIE
P.A. ES % CAM - - _ -
PROJECT
N0.:20-955-
10' OR 12' CONCRETE FND. WALL
(SEE PLANS)
-III .' .
W/DAMP PROOFING TO GRADE
I I I .
4" -0 P.V.G. DRAIN
•�
III V1. o
BITUMINOUS FILLER
-III I
IIITYP.
SLAB ON GRADE
o,
Q
-4' CONC. SLAB ON GRADE
-6 MIL. POLY VAPOR BARRIER
°
-4' COMPACTED GRAVEL
^ _
�I
T. O. FTC.,
.
�
TYPICAL CONC. FOOTING CONST.
10'x20' CONCRETE FOOTING
,:
^
W /2'x4' CONSTRUCTION KEY
N
—
ON VIRGIN SOIL OR W /(2) 04
r —
BARS CONT_ ON CERTIFIED
-COMPACTED FILL W/MIN.
' I—
BEARING CAPACITY OF
5' 10' 5' —
2,000 P.S.F.
I' —8' I 1
I—
DratA IL: FOOTING AT 5 4SEMENT W/BRicx VENEER A5OVE
5
.A
j SCALE: •1' =1' -0'
:.. ;'.. r- .N.icn! .. a.- .s.Y...r. vw . - . a •c .✓i. �.t.::Y;:...a... ... ... s:. .... , .,Jyt• %..'... e. �" '„S X "m ITT
F t
y f - `� .r" _ +... _, .'..... _ - .. ~•:inn': i ;a. -
.
3
TYP. EXT_ WALL W/BRICK VENEER,"4 12■ 5 ,�"` 8. - •. ,,,}
SEE DTL: 44/D -1 (MINUS INSUL.) -
- - TYP. RG?OF/ f
CE k0W_s CONST. t 1.. _ T.
2x4-8 BOLT TO CHANNEL TI
SEE DETAIL: 2G,�D Y Y DETAIL' 2t�/D=
;t. ' DIA. BOLTS AT 4' -0: O.C. i -
CI240.1 STEEL CHANNEL i f.. <_ ► -
TYP. RAKE CONSTRUCT ION I??AttE{ -
-1x2 WOOD SHINGLE MOLD. -1x2 WOOD I
4x4x1/4 STEEL ANGLE SHOP-
Ws
L LE MOLD
WELD TO CHANNEL -1x6 WOOD RAKE �� -1x6 WOOD ► . E
` -CANT. 2x NAILER W12x �� ' -CONY. 2x NAILER W/jx
BLOCfZ`ING AT 16' O.G. MAX. BLOCKfNCs AT 16' O.C. MAX.
_ BOLT CHANNEL TO CAP fE W/ -CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD- SOFFIT - -'
2x WD. BLOCKING AT 16' O.G. -1x4 SUB -RAKE Z
1(2)1/2' DIA. BOLTS -1x4 SUB -RAKE
T.O.P. T.O.P.
k
GABLE END TRUSS GABLE END Ti�1,ISS ' E'♦ ^-
CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER
3' DIA. (31/2' O.D.) STD. STEEL -
A4
PIPE COL. W /8 "x3 /z'xl /z " CAP fe ` s
SHOP- WELDED TO PIPE COL. !� A
III Roo TYP. EXT. WALL W/BRICK VENEER TYP. EXTERIOR WALL CONSTR, Roo y
` SEE DETAI1-:44/D -1 SEE DETAIL: m
o a, ' /s
A
BRICK LINTEL AT 16' GARAGE DOOR 'rA I L: T`t PIC,4L P KE CONSTRUCTION DETA I L: TYPICAL RAKE CONSTRUCTION z � (
1� I~
SCALE: I'm 1' -0' SCALE: 1' =1' -0' 111w SCALE: 1'r. 1' -0' _ E'♦
TYP. ROOF /CEIL. CONST. TYP. ROOF /CEIL. CONST.
h'
\ NOT SEE DETAIL: 26/D -1 5 " BU LI DIING PELT
—� _ . '/z EXT. GRADE PLYWOOD �x
(2)A DIMENSION 'A' SHALL NOT W /CLIPS (GLUED 4 NAILED)
=XCEED 2' -0' • WD ROOF TRUSSES s 24' f ["♦
1 _ 0. 12 1' -0" 12 O.G. (MAX) DESIGN BY MFR
SEE SEE R -38 BATT INSULATION s '
ELEV.� ELEV.� W/ SAVE BAFFLE
' /z' GIU.B.
TYPICAL FOOTING REINF.
14 BARS HORIZ. 4 VERY. TYP. FASCIA W/BRICK VENEER ij
J*
` • 1X6 FASCIA BOARD
T.O.P. ' • 2x4 OUTLOOKERS AT 24' OG T.O.P.
22 DEtA
T.O:
IL: TYPICAL STEPPED CONCRETE FOOTING
111
AW
I�
m
SCALE: 1'= V-0'
i
3/8 " PLYWOOD SOFFIT W/ i TYPICAL SOFFIT OTISTRUGTION
� � C
CONT. 2' SCREENED VENT / • 1X6 FASCIA BOARD -
• CONT. 2x WOOD NAILER W/ • 2x4 OWTLOOKERS AT 24' Off.
2x WD. BLOCKING AT 16' O.C. ` � A 3/8' PLYWOOD SOFFIT W/ •
uiiu • 1x4 FRIEZE BOARD
iuui
rr �
HEADER AT WINDOW
TYP. EXT. WALL W /BRICK VENEER
SEE DETAIL: 44/D -1
OVA I L.: TYP. SOFFIT CONSTRUCTION W/BRI CK VENEER
SCALE:
CONT. 2' SCREENED VENT
u ' Ix4 FRIEZE BOARD
HEADER AT WINDOW -
TYP. EXT. WALL CONSTRUCTION
, SEE DETAIL: 46/D -1
DraT A I L: TYPICAL SOFFIT CONSTRUCTION
SCALE: -I' =1' -0'
SEE DETAIL: 46/D -1 TYP. EXT. WALL W/BRICK VENEER TYP. EXT. WALL CONSTR.
SEE DETAIL: 44/D -1 SEE D_ETAIL:46/D -1
NOTE: OFFSET FACE OF STUD �.
1/2' FROM FACE OF END. WALL TYP. 2ND FLOOR CONSTRUCTION TYP. 2ND FLOOR CONSTRUCTION
• SEE QETAIL: 36/D -1 -3/4' T4G PLYWOOD
TYP. 15T FLOOR CONSTRUCTION T.O .F. T.O .
(GLUED t NAILED)
/4 T 4G PLYWOOD SUBFLOOR -2x.10 FLOOR JOISTS OR AS
(GLUED 4 NAILED)
-2x10 FLOOR JOISTS AS NOTED ON FRAMING PLANS
NOTED ON FRAMING PLANS 0 -1/2'. G.W.B.
-R -13 BATT INSUL. AT PERIMETER
T.O.P. T.O.P.
TYP. SILL B AT BSMT. FOUND. R -13 BATT INSUL. AT PERIMETER R -13 BATT INSUL. AT PERIMETER
FIN_ GRADE n ,• - 2x6 P.T. SILL fE W /SILL SEAL
o ANCHORED W/ ' /z' 0 GALV.
BOLTS
M fF_ ENDS 8' IMBEDDED
I�IIIIII '•:' -•�' •
8' CONC. FOUNDATION WALL
W /DAMP PROOFING TO ORAL
META I L: TYP. EXT. WALL AT 18T FLOOR W/BSMT,
SCALE: V=V-0'
_ 8' CONC. FOUNDATION WALL
-III— ° .' . W/D'AMP PROOFING TO GRADE
. •' _4' o'P.V.C. DRAIN
BITUMINOUS FILLER
TYP, SLAB ON GRADE
—III -4' GONG. SLAB ON GRADE
o -6 MIL. POLY VAPOR BARRIER
/ -4' COMPACTED GRAVEL
FTC
owl
• D'
° ' : ° : " ° TYPICAL CONC. FOOTING CONST.
8'x16_" CONCRETE FOOTING
W/2'x4' CONSTRUCTION KEY
ON VIRGIN, SOIL OR WK2) "4
I I BARS CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
�— BEARING CAPACITY OF
4' 8' 4' = 2,000 PSF.
I — .
DETAIL:. FOOTING AT BASEMENT
SCALE: 1' =1' -0'
CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER.,
20
CHWD:
P.M.: GEORGE J. GUZZIE
P.A. ES % CAM - - _ -
PROJECT
N0.:20-955-
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TYP. EXT. FALL W/BRICK VENEER TYP. EXT. WALL CONSTR. -
SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1
OrmorA I L: EXT. WALL AT 2ND FLOOR W/BRICK VENEER Drmt�A I L: EXTERIOR WALL AT 2ND FLOOR
3� 3
A f
� _44T CE OF STUD _ SCALE: 1' =1' -0' -
NOTE: OFFSET FACE OF ST 30 O
1/2' FROM FACE OF END. WALL cA - 1/2' FROM FACE OF FND. WAL h 6 =
TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. ly
-4' BRICK VENEER W/22 GAUGE o HORIZONTAL SIDINGe
GALV' METAL WALL TIES AT 3/4' INSULATIAIG SHEATHINCx
:.
16" O.C. VERT. 4 32' O.G. HORIZ. o 2x4 AT 16' O.G. (MAX-)
-1' AIR SPACE o R -13 BATT INSULATION
-3/4' INSULATED SHEATHING o 6 MIL. POLY VAPOR BARRIER
1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° , /z' G•W-B• '�" - —
_ R -13 BATT INSULATION
T.O.SLAS , -��; °� _ 6 MIL. POLY VAPOR BARRIER
T.O.SLAB : ° '' - � �•r- - t
a0 ` ' _ ' ' TYP. SLAB ON GRADE ST.
FIN. GRAD GRADE FIN. GADE 4" CONC. SLAB ON GRADE
6 MIL. POLY, VAPOR ARRIER'
6 TYP. SILL 1£ AT 8i= �4B FOUND. — , OVER 1' PERIMETER I `
III I I_
2x4 P.T. SILL fE W/ SELL SEAL 48 MIN. NORM CONTINUQII.Is
ANCHORED W/ 1/2" GALV. ON 4' GRAVEL BASE J- '
BOLTS AT 6 -0 O -C. 12 MIN.
2' MAX_ ° I III FROM fE ENDS 15' IMBEDDED - t . -� I ,_l l :° : � :' TYP. SILL fE AT SL,48 FOUND. �-
�4 Z ° .P ' o .► I P I— SEE DETAIL; 441D =i
TYPICAL FOUNDATION WALL
wo, —I
TY AL O,ON WAl. L .4T BRICK VENEER
12 " r W x` , BLOCK CONT ON 12' C .M.U. O> ( 12 :R On '1:.' BL ON 8` C.1'l.0
0 .. '� RE , 12 x 24'. C.QNT CpN T N ;
P , p FOOTING ON� VIR* SOYL OR - , P FOOTIWs ON ttit SO.I. R
• ° • WK2) 04 BARS CONT.,, ON �' A UV(2) l�4
-CERTIFIED COMPACTED FILL CEf�TI1 =1 C¢t"IPEi'S FILL
D. D W/MIN' BEARING CAPACITY OF �Ufi'f(N..ERIWx
° 2,000 P.S.F.
OVA (: S A ON G FO t
4
SL A5 RARE UND;,UJ/PRI Eft D t� I L SLAB ON G Did
15 16