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F ANA RTE er TY1A a a I I
CITY O CO S
PLANNING AND BUILDING DEPT: I I I .�
APPROVED PLANS -kS
REVIEWED C 1TO CE
PERMIT#: ��� 2 "
ADDRESS:
APPROVED BY:
SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT
BE ALTERED WITHOUT-AUTHORIZA ON. _..,_... _ �,-. w Ledger to be
minimum 2X8 HF#2
�.`'+ - C' or better.
-"7 Stagger wedge anchors
- - Y so that anchors have a
minimum of 8" between
anchors. 2' spacing is
- r�x:"�'` +c•� � �' ,5, � -�, acceptable.
.,
C-Xi ZG;r'13 S)e^ve'
16" square or 18" MC,
round footing, 7„..
thick, to extend 12" , .0
below grade. Typical.Selz
t�
VA +e 4exet - ct sc" .tea
+� V" e`'� eA " o'"'I �� `OVA Provide roll over
dirt lev 5, blocks between joists
along beam lines.
16"
5 tr-i
01.
9
p v i rv,
`
4100
Afut9tw& Peing Purchased at Rome Depot)
D k Frame:
Concrete piers
Adjustable brackets for concrete piers
4 4 8 pressure treated lumber
46X10 pressure treated lumber
2X6X 12 Pressure treated lumber
2X6 10 pressure treated lumber
3" firarning screwz
4 1 f 2" heavy-duty flathead fast •ier acrews
2 7 f 8" heavy-duty flathead fastener screw$
2x6 face mount joist hangers
4 5/8 rafter ties
1 5J8 x 50' joist tape
Beam span OK
Joist span not OK as
drawn.
Joists to be 2X8 hf#2
or spacing to be
decreased to 12" on
center for 2X6, or
add a beam line to
reduce span of joists
to less than 7'.
16" square or 18"
round footing, 7"
thick, to extend 12"
below grade.
Deck ,dace:
20' grooved dec."g - Fiberon, Paramount - Brc wnstorte
20' acfua edge decking - l;iheron, Pararnount - Brownstonc
Fiberon Hidden Fasteners
Whitewood (fascia for deck/steps & benches)
cLta V +
F— TF—I
II
f
Yv.
I 5
i
16" square or 18"
round footing, 7"
thick, to extend 12"
I below grade. Typical.
T
1
1
Figure 12. Typical Footing Options.
Cut ends of posts
Hold down devices shall be field treated
(DTT1Z or DTT2Z posts must be centered on footing with an approved
not required at decks preservative (such
less than 30" above pre -manufactured as copper
grade. post base naphthenate)
12 "! with post anchor
about 1r— i__ grade
_ 12" diameter
F..:-
Q 600vk
,ajll-r
Y2" diameter
rod
12" °, cone. stem 4" min.
A rI
min.
a 4 ° per p .
Table 4
e °
A
frost depth per Table 4 �I per Table 4 —►{ per Table 4
footings must bear gravel
on undisturbed soil
per Table 4 �-�
Shift beam off of
existing concrete
walk.
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