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SCANNED
BY
95r.5IV6t1
Lucie County
Permitting
1-UNLESS STATED OTHERWISE ON PLANS, ALL FRAMING FOR 8'-00" HIGH WALLS SHALL BE 2X4 SPF #2 GRADE LIMBER. STUDS SHALL BE
SPACED AT 16" O.C.
2-ALL FRAMING COMING IN CONTACT WITH CONCRETE, EARTH, OR MASONRY SHALL BE PREASURE TREATED.
3-DOUBLE BEARING TOP PLATES SHALL HAVE ALL JOINTS LAP -SPLICED WITHIN THE CENTER THIRD OF A WALL LENGTH, THE MINIMUN LAP
SHALL BE 4'-0" . A 2'-0" MINIMUN LAP SPLICED IS REQUIRED ELSEWHERE, NAILING SHALL BE 16-16d NAILS FOR CENTER THIRD OF WALL AND
12-16d NAILS FOR OTHER APLICATIONS, MINIMUN ONE STUD AT SPLICE LOCATION.
4-EXTERIOR SHEATING SHALL BE 5/8" T1-11 SIDING, 1/2" PLYWOOD, OR 7/16" OSB ATTACHED WITH 8d NAILS SPACED AT 6: O.C. EDGE AND 6"
O.C. FIELD. AT DISTANCES WITHIN 3' OF BUILDING CORNER AND GABLE END WALLS SPACE NAILS AT 4" O.C. EDGE AND FIELD.
5-USE ONE SIMPSON H2.5 CLIP AT EACH RAFTER.
WIND DESIGN:
BASIC WIND SPEED: 140 MPH (3 SECOND GUST)
IMPORTANCE FACTOR.: 0.71
EXPOSURE:C
METHOD OF DESIGN: F.B.C. 2020
MEAN ROOF HEIGHT: 14'-0"
ROOF DESIGN:
WOOD ROOF: LIVE: 20 PSF
DEAD: 8 PSF
FLOOR DESIGN:
WOOD FLOOR:
LJVE: 60PSF
DEAD: 4 PSF
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UPLIFT PRESSURES
ZONE 1-35PSF
ZONE 2- 59 PSF
ZONE 3- 59 PSF
NAILING SCHEDULE:
ZONE 1-8d ringshank @ 4" o.c
ZONE 2-8d ringshank @ 4" o.c.
ZONE 3-8d ringshank @ 4" ox.
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Site Plan
EN
OWNER
BUILDER
Property Owner:
Ms. Nelly Interian
P H : 32-1-507-3448
Ms. Nelly Interian
PH: 77)--4.66-8855
321-507-3448
ADDRESS:
715 S Jenkins Rd, Ft Pierce
Florida, 34947 Saint Lucie County
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DRAWNBY.• Archdesign
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CHECKED BY: Frank Tuero
PROJECT #: 772-626-8075
DATE: 0912012021
SCALE =1"= 60'-0"
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Foundation Plan
SCALE= 1/2"= 1'-0"
Lumber To be southern yellow pine lumber #1
or better, 2 x 6 minimum Fb=1200 PSI, 2 x 4
minimum Fb=1800 PSI.
Saint Lucie County Building Department Product Approval
Project Address: Contractor:
715S.Jenkins Rd, Ft Pierce, Florida
Nelly Interian
Pressures
Owner Builder
PSF
Product
P=Glass
Manuf.
Attachment Method
Agency
ID
—
Type Size, Spacing &
#
Model #
�`mbedment
Ex ire
Required
House Windows
Attach corrugated polycarbonate panel to
BORA
18.0328.03
5721-86.8
Roof
PalrarnArnericqs,
2 x 4 woo a P.T. d member with #10 x 1"
nc.
S.S. wood screw @each valley 3"O.0 and
0812812023
33.81-33.8
1116"THKx 112"O.D. S.S. wacher with
.031" Corrugated
neoprenegasket. 16"O.C. on the span Max.
olyCarb
,/4 P.T. - T46 PLYWOOD
LOORIN6 APA RATED
,2/ 1 6, ATTACH W/ 6d
AILS 6" O.G. EDGE d 10" O.G.
INTERMIDIATE SUPPORT.
51DIN6
:R'
2X6 FLOOR JOIST
@ 1 6" O.G.
A55 CLIP @ EACH
BRACE
(2)- 1 Od NAILS
2x4 DIAGONAL
BRACE 1 /3 SPAN
ATTACH TO
VERTICAL 2X6 W/
(1) A35 CLIP
5/4 P.T. - T86 PLYWOOD
FLOORING APA RATED
32/ 1 6, ATTACH W/ Sd
NAILS 6" O.G. EDGE 8 10" O.G.
@ INTERMIDIATE SUPPORT.
4X4 P.T. SKIDS FOR
8' WIDE
2 #4 REBAR TYP.
P.T. 4X4 P05T.
1 2" X 1 2" X 25"
CONCRETE PAD.
7■C
OWNER
BUILDEI
operty Owner:
is. Nelly Interian
-1: 321-507-3448
1s. Nelly Interian
H : 772-466-8855
321-507-344-8
DRESS:
5 SJenkins Rd, Ft Pierce
,rida, 34947 Saint Lucie Cou
REVISIONS:
1 1212412021
DRAwNBY.• Archdesign
CHECKED BY.- Frank Tuero
PRo/Ecra. 772-626-8075
DATE: 0912012021
Ri ht Elevation
SCALE = N/A
Left Elevation
SCALE = N/A
Elevation
SCALE= 1/2"= 1'-0"
OF -