Barefoot Trace 2317 (2) II i
Q
1 8
40
12
7 /2" ROOF SHEATHING O
SEE STRUCTURAL DETAILS) O
RE—ENGINEEREED ROOF TRUSSES
W
SEE TRUSS ENGINEERING)
URRICANE STRAP AS PER CONNECTOR SCHEDULE
SEE STRUCTURAL DETAILS) M
M
N
M
O
N MATCH EXISTING FASCIA fi+
I % I � O n
5/8" DRYWALL -CIELING r v
U
. R-30 INSULATION
MATCH EXISTING SOFFIT M
N
NEW _j
00I
1/2" GYPSUM—BOARD V
(TYP.)
R-11 BATT INSULATION 2 x 4 STUDS ® 16"O.C. 1/2" ROOF SHEATHING ^ W
TYPICAL ALL EXTERIOR WALLS (SEE STRUCTURAL DETAILS)
W E-a
SHAKE SIDING CA
20" 4x2 FLOOR TRUSS SYSTEM PRE—ENGINEEREED ROOF TRUSSES
W/ 3/4' T&G PLYWOOD FLOORING (SEE TRUSS ENGINEERING) O A N
HURRICANE STRAP AS PER CONNECTOR SCHEDULE M O
(SEE STRUCTURAL DETAILS M
MATCH EXISTING ) x p
1/2 WALL SHEATHING
(SEE STRUCTURAL DETAILS)
I 5 X 5 FLASHING
CD
2 —1 0000 21
-13
9
H
"—EXISTING 6" EAVE METAL 5/8" DRYWALL CIELING V
� N
'*" EXISTING 2x8 FASCIA O
EXISTING 3" R-30 INSULATION M
F+i
e PLYWOOD SOFFIT
1/2" GYPSUM-BOARD M BO
/ ARD
' M
ATCH EXISTING OVERHANG ANG AND SOFFIT
IT
(TY P.)
NEW GARAGE
1/2 WALL SHEATHING
00
EXISTING oo (SEE STRUCTURAL DETAILS
i
R-11 BATT INSULATION
TYPICAL ALL EXTERIOR WALLS
C
r�
' 2 x 4 STUDS @ 16"O.C.
C.M.U. STEM WALL
FILLED WITH CONCRETE
(SEE STRUCTURAL DETAILS) 5
'AW
rr�N
H
CONTINUOUS CONCRETE FOOTING 2x4 P.T. SHOE w/ SEAL SILL
(SEE STRUCTURAL DETAILS) BETWEEN SLAB AND SHOE
°. ... .. ..d ........ ........... °a
o
\ \ \ \
X/ \ \// \ \ \ \i /\�\ / \
\\/\\
David Willis
%//////////%
CAD Drafting
1031 N. 21st Street
ax Beach, FL 32250
(904) 249-4040
Job #:
188
- TYPICAL WALL SECTIONNEWIGARAGEDate:
WALL SECTION
SCALE: 3/4"=1' 02/17/04
'SCALE: 3/4"=1' Sheet #:
D1
CIA
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AREA OF ADDITION
/ MATCH EXISTING
ROOF
MATCH EXISTING
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TOP OF PLATE
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MATCH EXISTING I 2 —1
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FIN.FLOOR
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TOP OF PLATE mKr l
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00 BRICK �
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- - N-EW LINE OF EXISTING BLDNG
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NEW RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
ch
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EXISTING RIGHT SIDE ELEVATION
SCALE: 1/8" = 1'-0" ai
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I i
Drawings By:
David Willis
CAD Drafting
1031 N. 21st Street
ax Beach, FL 32250
(904) 249-4040
Job #:
188
Date:
I
02/17/04
Sheet #: