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YTON. WEST CARROLLTON
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FIBERGLASS SHINGLES
PREFABRICATED TRU.S
01 111M1111 1-7.7-
ARMED MTL.K ,
RIP EDGE 11 (2) 2X4 TOP PLATE HEADERS MINIMUM SIZE
OPENING BRG. WALL GABLE END
is HEADERS SEE TABLE nIM
__l0 —_2= 2X112 4
I 12' 3 -2X12 = L —
2 -2X8 -3/8'r
14' 2 -2X12. I -I /4't
14 4
2 -2X10, I -1/2 -
2X4 S-TUDS " 14 O.C.
1 11 ' ‘ , GARAGE WIDTH
OUT TO OUT FOUNDATION WALLS
1/2' DIA. X e' LONG
ANCHOR BOLTS. OR POWER 4' CONCRETE SLAB,
APPROVED DRIVEN NAILS, CO -' O.C. l 12' FROM CORNERS SLOPE 1/8' PER FT.
SIDING 2X4 SILL PLATE C.C.A. TOWARD OVERHEAD
ANCHOR BOLT5 IN DOOR
CONC. BLOCK
Z 1/2' DIA. X IS' LONG MIN. Z
L E
2' MIN.
1 i
m ..:. eo
FIN. GRADE ! ?, I I :
i FIN, GRADE
Il- MIN. 4' SOLID fit' pr
VAPOR
-
V A POR BARRIER 1 MASONRY UNDER ' ., BARRIER
. • - II-1' t
. I GRAVEL = El SILL PLATE 1 It 4' GRAVEL
I 8' CONCRETE Z .
Ili tr - '.. L 4' CONCRETE SLAB 4- BLOCK E.
CI 1 ) 1� WITH T RTE R n
. _ i 1..;- �.: _ 1 i I¢¢¢¢_ DIRT FORMED FORMED MED ;
,- iI GRADE BEAN n
�� .� - CONCRETE
'7
1 i 4 ;J1 m FOOTER
•
OPTIONAL. SECTION 1 1 1, OPTIONAL SECTION
OPTIONAL SECTION
'ONCRETE FOUNDATION
NOTE: ALL CONCRETE
FOUNDATION DEPTH SHALL WALL I A L L C� C T I O }� I
BE BELOW FROST LINE. �+ J I
CONSULT LOCAL CODES SCALE: I /2' =I' -O' DETACHED. 1E55 THAN COO 5 GABLE ROOFS ONLY
FOR REQUIRED OPTIONAL SECTIONS SHOWN. CONSULT LOCAL CODES AND
CONSTRUCTION t'IETHOD5. - : - - REGULATIONS FOR ADDITIONAL REGULATIONS.
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