18-2957DBL. 2x6 TOP PLATE. FASTEN EACH STUD
TO TOP PLATE WITH 18 GAUGE STEEL STUD
PLATE ANCHOR 'SIMPSON SP6 WITH 6-106
NAILS, 3 EACH SIDE OF STUD.
C3) 2x8 WOOD HEADER, NAIL
HEADERS TOGETHER WITH
2x6 S.P. 02 10d NAILS AT 4' O.C.
WOOD STUDS a STAGGERED AND ATTACH
IGS" nrMAX TO EACH JACK STUD WITH
SIMPSON MSTA-24
- (3) 2x6 EACH SIDE OF
THE OPENING W/ 16d
NAILS AT 4" O.C.
STAGGERED
2x6 W/(2) 16d a MID
DEPTH
FASTEN EACH STUD TO
BOTTOM PLATE WITH AN 16
GAUGE STEEL STUD PLATE
ANCHOR, FASTEN BOTTOM
PLATE TO TRUSS WITH 16d
NAILS SPACED AT 4' O.C.
STAGGERED AND ONE
"SIMPSON 146' TO EACH
STUD
N Fill
":
2" x (o"
Bottom Plata
CONC FOOTER C SEE FOUNDATION )
Window framinoj Detail
5CALE: 112" = P-0"
WIND SPEED 15 BASED ON CHAPTER 3 OF FBC-14, RESIDENTIAL CODE f
ASCE 1-10 FOR 110 MPH ULT. WIND SPEED, 132 MPH DESIGN WIND SPEED,
3 -SECOND GUSTS, FOR EXPOSURE "B"
RISK EXPOSURE CATEGORY = 2, INT. PRESS. = t 0.18
PRESSURES NOTED HEREIN ARE GIVEN IN PSF
OINTERIOR ZONE PRESSURES ON WINDOWS/DOORS = + 38.1 PSF
INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = - 42.1 PSF
OEND ZONE PRESSURES ON WINDOWS/DOORS = + 38.1 PSF
END ZONE PRESSURES ON WINDOWS/DOORS = - 50.5 PSF
PAIN. C3) 2x'-_ ==r W/ 5" ', TL1=1 t
BOLT AND 3"x3"x4"
WASHER X24' O.C.
2xro FASTENED W/1C
NAIL6 AT 4" O.G.
Ix2 FASTENED W/10<
NAILS AT 4" O.C.
2Xro AT Iro" O.C. FiR4
Corner Framing Detail
5CALE: 112" = l' -O"
Achoa e
Table
Florida Building Code , 6th Edition 2017
Anchor
Number
Manufacture Model Or Id
Location
Quantity Per
Connection
Fastenerns
Requirements
Achor Load
Rating
FBC Product
Approval #
�, O
Simpson Strong -Tie
Truss to
1
q-lOd x 1-1/2
Wa1l
Uplift: 1,140 Lbs
10446.7
9-10d x 1-1/2
Truss
H10A
Wood Wall
compacted poison treated sand
Lateral: 285 Lb
OVER 5/8" PLYWO SHEATW1NG
BBA 107.3.4.1, Deferred submittals:
portions of the design not submitted at
application, to be submitted to B/O.
Listed or omitted on the const.documents
shall be submitted to reg.design professional.
(notation required:having been reviewed, found in
general conformance to the design of the buiding.)
deferred items shall not be installed until reviewed
/rcv3cirn a.s,.,,,i+\ onrl �.,.,�nvnrl Mi+ln R/n
,r -
r
(2) 3'0 X G'8"
29 Swing Dr
e Wood Shed N m
61 8'-O" C1g tit s' x
Conc Flooring 0 (q
m
/-2 x 6 @ I G" o.c.
G
4" Conc Flooring
si
I I
I I
I I
Pre -Engineered Roof
Trusses * 24" o4. — I
12
2 F
— — — — — — — — — — — —
I I
L--------------�
Roof 1=ramin6i Plan
SCALE: 114" = 1'-0"
Shed - f=loor Plan
NORTH SCALE: 114" = P-0"
Ea 5t Elevate
5CALE: 1/4" = P-011
West EI evatl n
5CALE: 1/4" = I' -O"
Proposed
Wood She
All Work to Comply With FBC 2017, 6th Ed
Building Codes:
4" Concrete Slab with concrete
Florida Building Code , 6th Edition 2017
Editiow'i"
-
Florida Building Code Residential , 2017
reinforcement with 6 x 6 - 10/ 10
Fl
,
Type of Construction
3 DIMENSIONAL AS WALT 5 INGLES OVER 2 Ply
(Type - V
F2
Single Famly - Unpotected Combustible
on minimum 6 mm polyethylene
(1) #5 50TT.
Utility Structure
LAYER OF 30LBS ELT TIN -TAGGED ONTO IN
vapor barrier over clean well
compacted poison treated sand
OVER 5/8" PLYWO SHEATW1NG
�
fill -minimum 95% compacted
proctor at 2500 P.S.F. (typical)
NAILED W/Sd C� 4" O.C. EDGE,
Q
F -I
6"O.G. FIELD OVER PRE-ENGtiEBRED.
a
.4
T-RUS,
APP
6
4
O
T T.O$M.
H
s 11 II a k
12
J
uj
a II n a
1
Simpson Strong -Tie
0 Cr
4 , as .F e•1. ,6 .°. ' 4 , . •
2 H l0A
wmxzom
11 I! W
(i fl
a h a II +I
�=Q0UO
4 9 4
II Il
a
i�
4"Thick Comp Slab.,
I— — C) uJ
'S
I
�
F-2
w �
foundaton
�< 1 �
NORTH SCALE: 1/4" = P-0"
PRE ENG. TRUSSES
Cr 0 w D_ H]1—
I{ II 8 I!
u
Lu
II II
0 W
''Iryp1}t
It
it
F
I
11
�n
v/ � O G lj .>
m
It 11 it
`
�- GALV. MTL DRIP
as I- Q c')
p u u
9 E a
ON P.T. 1X2 BACKER
rn w x a
ID' -ID"
1 i
1 x CONT. FASCIA
z u � 0i-- m
in. Fir
i
'
(3) 2X12 WOOD HEADERS
OVER 2X4 SUB FASCIA
rn 5 Q m w
O
i
OVER OPENING
MTL. LATH 4 HARDI ESOFf
uS O d W
(D W W D_ W W
C�
o a t h
Elevation
NEW (2) 2x6 TOP PLATE
CEDAR VENT PANELS
✓
a
SIMPSON SP6 EA. STUD
5CALE: 1/4" = P-0"
James Hardie 48 -in x 96 -in HardlePanel Primed
>
1/2" GYP. BD.
Fiber Cement Vertical Siding
'
OVER 300 FELT OVER
n
PAPER -BACKED WIRE MESH OVER
j
2" x 6" PT STUDS 0 16" O.C.
5/8" C.D.X. PLYWOOD SIDING NAILED w/ Sd
12
i
2x6 BLOCKING gMID-t-1EICxHT
GALV. RINGSHANK NAILS a 4" O.C. EDGES,
IL
—
TOE -NAILED w/ (2)12d GALV.
12" o% IN -FIELD
""'��„�
13
COMMON -WIRE NAILS EACH END
i
W/ BATT INSULATION
i
I
�
I i
7— T
SIMPSON SP6 EA. STUD
James HardFiber
Gement Vertical Siding
((
itie
a
El ? I! 8 It II
6" X 1/2" WEDGE -ANCHOR w/3" Sa X 1/4" PLATE
over 2 x G Framing
�I
A I i
4" GONG, SLAB 2 X 6 PT BOTT PLATE
WASHER a 16110% E
i
W/G xG 10/10 WUJF
U II
II
AND COMPACT
tl u p u u
FILL
ADE
s�
11 a
>•' ay
u u ll
..
11 t1
t
s
TERMITE TREATED
?
CLEAN COMPACTED FILL
SEE FOUND. PLAN FOR
)
16„
—�' FTG.SIZE 4 REINF.
North
Elevation
i
5CALE: 1/4"
= 1'-0"
Wall 5ection
)
)
51 SCALE: 114" = P-0"
,o
N
)
21
) V1
i N
J Q
Ea 5t Elevate
5CALE: 1/4" = P-011
West EI evatl n
5CALE: 1/4" = I' -O"
Proposed
Wood She
All Work to Comply With FBC 2017, 6th Ed
Building Codes:
4" Concrete Slab with concrete
Florida Building Code , 6th Edition 2017
Editiow'i"
-
Florida Building Code Residential , 2017
reinforcement with 6 x 6 - 10/ 10
Fl
,
Type of Construction
W.W.M. doubled at 48" perimeter
(Type - V
F2
Single Famly - Unpotected Combustible
on minimum 6 mm polyethylene
(1) #5 50TT.
Utility Structure
vapor barrier over clean well
compacted poison treated sand
fill -minimum 95% compacted
proctor at 2500 P.S.F. (typical)
F -I
. 4
a
.4
6
4
Q
9 a a• . 4 e ..1
1
o
'14
4 , as .F e•1. ,6 .°. ' 4 , . •
a 1
4 9 4
4"Thick Comp Slab.,
F-2
foundaton
Flan
NORTH SCALE: 1/4" = P-0"
Ea 5t Elevate
5CALE: 1/4" = P-011
West EI evatl n
5CALE: 1/4" = I' -O"
Proposed
Wood She
All Work to Comply With FBC 2017, 6th Ed
Building Codes:
G7 MARK
Florida Building Code , 6th Edition 2017
Editiow'i"
-
Florida Building Code Residential , 2017
U
Edition
Fl
,
Type of Construction
(2) #5 50TT.
(Type - V
F2
Single Famly - Unpotected Combustible
Occupancy Classification : Group U
(1) #5 50TT.
Utility Structure
FOOTING SG�41E:DULF=
G7 MARK
SIZE
W X D
TYPE
REINFORCING
REMARKS
Fl
14"x14"MIN
MONO
(2) #5 50TT.
SEE DETAIL "B"
F2
811x8"MIN
MONO
(1) #5 50TT.
FINISH
GRADESEE
,..v v .::v -� tea;• • • DRAWINGS
411 GONC. SLAB
o v o,•, o v _
V416%6 10/10 WWF
— TER ITE TREATED
CLEAN COMPACTED FILL
130' DBL WW
B
SCALE: 1/2" = 1'-0"
Lot 1 O I
Block 14
107.0'
- - - - -
1
Existing
' Driveway ( 4-)1
,
t
O _ Exietmg One I
O t — S# 1 505 tory tdence
,6 Z�
QI
I �I
ta6
I 1
L - - - - - - - - - - ---
- --------i-
1 07.0' 10.92 I
1
Lot 12 ,
Block 14
i
Site Plan AN
SCALE: NONE
NORTH
NO PART OF THIS PLAN OR DESIGN MAY BE
REPRODUCED OR TRANSMITTED IN ANY FORM OR
BY ANY MEANS, ELECTRONIC OR MECHANICAL
(INCLUDING) PHOTO COPYING, RECORDING OR
ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT
THE WRITTEN APPROVAL OF LUIS C MAURY
ENGINEER NO DERIVATIVE WORKS OF THIS PLAN
MAY BE MADE WITHOUT PRIOR WRITTEN
PERMISSION. THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS DEPICTED ON THESE DRAWINGS.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THE ENGINEER MUST BE NOTIFIED OF ANY
DISCREPANCIES FOUND AND ASSUMES NO
LIABILITY FOR THE UNAUTHORIZED USE OF THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
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SWM
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Z U 100 a
2017-08
06-22-18
J.C.E.
PROPOSED
Wood Shed