HomeMy WebLinkAboutBuilding plans2'-6"
(3) Treads at 10"
2 x 6Tt.iser,r
Nosing
Typical
5/4" x 6" Composite
Decking for Treads v
ih
N c6
� d
�Cr
—ra
r-1�1
T
2 x 4 p.t. le /2x
ledgerscrewto suppor4structure
2 x 12 p.t. Stringers
at each side and
Lone of thep.t. ledger center
Existing Conc. fastened to conc.
with 1W x 3" Tapcons
12"o.c.
STEP DATA
(4) Risers at T
Step Detail (3) Treads at 10°
38' Tall Handrail at
scale: 3/4' = T-0" each side with Vert
at 4"o.c.
1 1/2" min.
Typical Handrail shall
be Type I and shall have
a perimeter dimension of
at least 4" and not greater
than 6 1/4" with a max. cross
section dimension of 2 1/4".
Edges shall have a min.
radius of .01 inch.
Alum. Guardrails
Verticals 4'oc. mac
Style and Selectirn
by Owner
Handrail Detail
scale: 1" = T-0"
X-A' 9'-R° 4'-n"
j 16'-0" J TBD 1 4'-0" 1 :'-6"++ New Deck & Steps } Typical Handrail shall
l—l®®r flan STEP DATA be Type I and shall have
a perimeter dimension of
(4) Risers at 7° at least 4" and not greater
scale: 1/4" = T-0" (3) Treads at 10" than 6 1/4' with a max. cross
section dimension of 2 1/4".
38' Tall Handrail at Edges shall have a min.
each side with verL ` radius of .01 inch.
at 4"o.c. 1 �—
:o
5/4' x 6' Com site
1" Decking clipped to
in Joists with 1/8' spacing
x l between
F.F.E. —
-RECEII.' _C
Scope of Work
Building Code
v
Self supporting raised frame
5th Edition Florida Building Code:
C
GO
residential deck with railing
Residenial
C/)
It
Rebuild the existing deck area
5th Edition Florida Building Code:
o.
ir
C')
at the rear of the residence
Existing Buildings: Alteration Level 2
Q
WLLRemove
._6'
the existing side deck
�R
U
Lo
Design Loads
c
_
1
Project Data
rn
Lu
CO
Floor Live Load: 50 p.s.f.
._
p
Project Name: Moore Residence
Wind Speed: 170 MPH
Vi
0-
N
Street Address: Lot 1254, Nettles Island
Wind Importance Factor: t.0
Building Category, I
-
City: Ft. Pierce
Wind Exposure: C
Q
oo
lz
County: St. Lucie
Structure Designed: ®pen
WINNER
V)
1—
State: Florida
Soil bearing capacity: 2000 p.s.f.
z
W
New Concrete: 2500# p.s.i. min.
Co
W
0
Area Tabulation
Guardrails & Handrails: 200 lb. Point Loadin
Guardrail In Fill Components: 50 lbs. PLF
J
co
Alum, Guardrails
Verticals 4"o.c. max
Style and Selection
by Owner
(2)2x6
Rim Joists
FFE _
New Deck t50 S.T.
New Landing 15 s.f.
o�
Climatic & Geographic Design Criteria
- - -1$11- 24
Weathering: Negligible Termite Area: Very Heavy
�(2) 1/2" dia. thru
bolts With nut
and washers at
4 x 4 p.t. intermediate
posts along railing
(2) 2 x 8 pt. beams
Fasten to columns with
(2) 5/8" dla. thru bolts
with nut and washer
Seawall 34,64'
4 x 4 p.t. column N
Concrete Set—!---------Q
2500A ps.i. min — — — _ x \
ZD
A � c \
\\ \\
5' 3° 10'-4" Typical Section ALL HARDWARE SHALL \\ Proposed O \\
BE GALVANIZED \ Frame DeckF\
2'-6" 3'-0 ands Steps at excal at isting `
Min door \ \
10/
\ Proposed \
Landing &
steps \�
Stair
Framing FILE COPY
\� \
\
` Existing \
�L\ Residence 77
to \
RMITE TREATMENT REQUIRD
ED
\\ \
EXISTING RESIDENCE
P? Existing Deck
to be removedLz zz/� �14
5�.
I \
------ &4'�e�g9�e Ld�9 —�—�—�
THESE PLANS AND ALL PROPOSCO WOW ppqqq
N, S"- ETS.-ACK RRE, ARE SUBJECT TO ANY CORRECTIONS STREET
-r-� REQUIRED BY FIELD INSPECTORS THAT
8'-0' f-T 6'-5° FRONT 10 MAY BE NECESSARY IN ONOL'M TO �Ita Plan
r� 16'-0" TBD 4'-0" F-6" SIDES 1 COMPLY WITH ALL APPUC ABLE CODES.
CtdR SID I _ scale: 1/8" = T-0"
Framing Plan REAR .5
scale: 1/4' = T-0" ZN 1(
ST. CIE COUNTY
TFC
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AN ER
MUST BE KE ON OB OR
NO INSPECTION WIL BE MADE
`
W
Er
CD
FILE COPY
2 x 6 J
joists 16'oa
(2) 2 x 8 pt. beams
Fasten to coumns with
(2) 5/8' dia. thru bolts
with nut andwasher
Grade
- -
I - Ledger to Joists '
(2) ;H2.5A (5) 8d
to ledger (5) 8d
x 4 p.t. column
to Joists
concrete Set
4 x 4 lot. column
Concrete Set
ACIO
Co
�
Lo
►�
CO
C\I
00
�
N
cV
a
a
00
_J
fiii;
H
0
(D
co
N
.`
o
Cr)
u..
LU
Z
J
O
U
NC)
Z
W
C\1
�
p
O
J
W
cc$
c
J
(A
cc
data revision
Plan Review
dram
aL
checked
81
date
smm
scale
as rioted
job nimber
nose
sheet
A-1
2'.6. 1" Nosing
Treads at 101
Tlrpica!
5/4" x 8" Composite
Decking for Trsars
(2) 2 x 4 p•t.
ledger screw
to su��part
structure
Line of the 2 x 12 p.t. 5tdrigers
existing Coda/2X at each side and
Parking Area,tledger center
fasten
d to cono.
with 1!4" x 3" Tapoons
12"o,c,
STET' DATA
(4) Risers at 7"
Ste etail (3 Treads at 10"
— �— 88" Tall Handrail at
scale; 3/4" � 1'=0" each side with vert
at 4"o,o.
J
MIN. SETBACK REQ•
eronr t_ !
SIDS .
CNR SIDE$__._
REAR 1
ZNG. rY(___
E
" 1lk
(4) Risers at 7"
(3 Treads at 10"
38" Tail Handrail at
each side with Vert.
at 4"oo•
R
i
Now Deck sr
Floor Plea
scale; 1/4" = T-O' m
v'
204,
�1
Alum, QAardralls
Vertlosls 41rzo: max:
b Is and balectl"
y bowner
Shop drawings
by Marufacturer
5141 x V" Composite
A -- Dooking ollposd to (2) 2 x 6
x bbetwednith 1Y8" Bpe(lhp %rvHIM Joists
F.F•E,
5'-8" Hrvse"
Framing__Plan
scale: 1/4" $ 1'-0"
r,
i.l
• ♦Jf
T) 2 x 8 p:t
atf'ian to co
t2} sea dia.
With nut and
x tall r1tumn
)ncra1e et
2 x s -/ '" _bolds 2w0 h nut
oists to"op, and washers at
4 x 4 pt< Intermediate
ousts along ralling
raga
set mn
Typical Seption
x 4 p,F oolumn
mcrate Sot
ALL HARDWARE SHALL
ESE (!`iALVAN2ED -]
I
�►� Ili r��,• � I�I
StreetProject Name: Moore Residence
Address: LotWand
MarosClIty: Ft,
County, i
Potato: Florida
Area Tabulation
New Ded< 159 s.f,
New Landing iB s,f,
CHMatic & Gec7hic_Des n cr°ito
Weathering: Negligible Termite Area: Very Heavy
ieawaU ___ 4.64N
An
r� proposed
Existing Deck
to be removed
BuIld"
5th Edition Florida Building Code',
Residenial
5th Edition Elorlds BUlding Code:
Existing Bulldings: Alteration Level
Roor Live Load:0 'i
Wind Speed: 170 MPH
mi
Win
d Importance a� �0
BuildingiI. �I
WindExposure:
Designed:Structure p
bearing : p . i 000 r
RECEP.7D MAY 19 2017
�'
.. +.w.�. . ti,.......... ......., .:.... .,., ..
34.64'
S V 'iIR E E 0
Site Plan
scale: 1/8" a 1'-0"
a
aaMw
141
)�
Cox
W
r
tll
M
nO,n,
lu
a r„
�i'�✓
ia<«i�
p
iku
5
Ann
*00610,
is
I
CO
awr;wrw"ww""w+»+wr.iw"wwx
(�t1
I
b
Z
p
UJ
h, )l
ad
ehackari
aetan'
ua not€M
)ao rurnoar
1r�s
ar,�t
Awl