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SEE ATTACHED SURVEY& ENGINEERING
TOP VIEW
BEAM LAYOUT - -
(2X9)
1 -I
1 1
1 1
' 20.00'
(2X9)
I I
I I
I I
1 I
(2X9)
I
-00 20.00' i
21W
F
(1) O
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9.00'
X X e.oa
x
v
v
I 9.75' 9.75' I
(SOUTH SIDE ELEVATION)
CONCRETE
FOOTINGS
SCAB KED
Q�
St. Lude Cou
3" x 12" x .030 Pan Roof
22.00'
o
Knoa Bra2X9 Knaa
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a
4r
(zxn, San Between Mee (zx>
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X
Braces
X
19.50'
(WEST SIDE ELEVATION)
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Knaa Brace
Knaa Brace
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d
cmx"'
an Between ee <z.<,
a
Braces
8.50'
X
X
v
19.50'
(INTERMEDIATE BEAM ELEVATION)
3" x 12" x �A0 Pan Roof
15.50' mom— j
O Kn �� 4' (2X9 `-i Kn (2.4)Baca
a Span Between Knee e.00
v Braces
X
19.50'
FT (EAST SIDE ELEVATION)
FREESTANDING CARPORT DETAILS
-EDGE BEAM LOAD = 6.00'
-EDGE BEAM SIZE = 2" X 9" X .082 (SMB)
-MAX SPAN ALLOWED = 20' 6 "
-ACTUAL SPAN =15.59 (BETWEEN KNEE BRACES)
zz.o9•
1 0 0
EL
00• = X 9.0
X
9.76
(NORTH SIDE ELEVATION)
e
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CONCRETE
FOOTING
SITE ADDRESS: 5613 HICKORY DRIVE
FORT PIERCE, FL
BLOCK: 63 LOT. 21 & 22
CONTRACTOR: SOUTH FLORIDAALUMINUM PROD.
4801 SOUTH US-1
FORT PIERCE, FLORIDA 34982
SCALE: 1" = 10'
BRIEF DESCRIPTION: INSTALL 20' X 20' FREESTANDING CARPORT
20' x 20' Concrete Slab
C)-7ra -oa5-9
IN IN
F I L C A!% mm" ff
%jr I
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR OMPLIANCE
REVIEWED BY
DATE/ —
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
-INTERMEDIATE BEAM SIZE =2" X 9" X .082 (SMB)
THESE PLANS AND ALL PROPOSED WORK -MAX SPAN ALLOWED = 17' 2"
ARE SUBJECT TO ANY CORRECTIONS -ACTUAL SPAN = 19.50'(BETWEEN KNEE BRACES) UPLIFT RESISTANCE
REQUIRED BY FIELD -INSPECTORS THAT --POST-TO-BEAM- = 3" X 3`X 092- — N — - — -- --- -
MAY BE NECESSARY IN ORDER TO -- - - - - - ,7.20 LBS.
COMPLY WITH ALL APPLICABLE CODES. -ROOF TYPE = 3" X 1Z X .030 PAN ROOF - - - - - -
-CONCRETE = ISOLATED FOOTINGS= 2.5' X 2.5' X 2.5'
(POST-TO-BE-IN-C9NGR€ -E-FOOTING 2 ' 6 "