HomeMy WebLinkAboutProject PlansDESCRIPTION
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M
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SITE PLAN
III =20'
�0
6'
11—,--"
I O'X 15' PLATFORM
4'X24' MARGINAL DOCK
24G SQ-FT
PG I OF 3
Fi jO,f, IFS 'Pp�� SEAWALL INDEX
6�10 ��-�i DESIGN BASIS
tI LOCATION MAP
G
®` `Q'►� SITE PLAN
4' �� n� J OWNER
Doug Izard
2063 Nettles Blvd
V724' ® `jJensen Beach,
"" FI34957
F15' ®I0
P`L
PERMITTING
101 Treasure Coast Barge
E Permitting Departmen
1200 SE Dixie Cutoff I
SHEET I OF 3 LOCATION AND 51TEPLAN Stuart, FL 34994
SHEET 2 OF 3 SECTION -PROFILE 772-220-3625
D
SHEET 3 OF 3 WOOD DOCK SPECIFICATION
DESIGN BASIS ENGINEER
1. 2020 FLORIDA BUILDING CODE, 7TH ED MCR Engineering In(
C ASCE 7- 10 Marine-Civil-Restoral
2. EXPOSURE D, RISK CATEGORY I Stuart, FL 34957
3. V (ALT) DESIGN WIND SPEED I GO MPH , THESE DRAWINGS DEPICT 1-772-214 4800
DESIGNS INTENDED TO CONVEY
PROJECT NAME I BUILDING CODE COMPLIANT
B IZARD RESIDENCE CONSTRUCTION AND ARE NOT c .E N s
MEANT TO BE A GUARANTEE OR ; _ o/
NEW DOCK WARRANTY OF ANY KIND OR TO :' Q/ NO.43855
ANY ENTITY
A PROPERTY DESCRIPTION DRAWINGS NOT VALID
PARCEL ID 4502-501-OOGG- I WITHOUT ELECTRONIC 51GNATUR�' '
P \ STATE OF
OR ORIGINAL 51GATURE, OR
A
SIGN +RAI5ED SEAL FSS�`O a ° ao`
1 2 3 4 5 6 7 8
a ,
N
DE5CRIPTION
MEET W CONTRA
M DECKING FASTENED TO STRINGERS ATTACH DECKING WITH
AS SPECIFIED, MODIFICATION # I 0 X 3" (304 SS) SCREWS,
TO COMPOSITE DECKING 2 PER DECK STRINGER
(5-1 /4" X G" LUMBER ROCK) ALLOWED
L ATTACH PER MANUFACTURER
SPECIFICATIONS TYPICAL PLAN
ill = 1 1-011
8
K GENERAL DOCK DETAIL BENT CROSS5
BUCK
a -
i _ 1 '-0"
I
iTF
SEE SITE PLAN FOR
LENGTH AND
LOCATION
STRINGERS @ I G" OC FOR ALL THRU BOLTS, NUTS, WASHERS
COMPOSITE DECKING g" STAINLESS W NUT FULLY THREADED
(OR PER DECK MFGR)
j I 2xG PT TOP PLATE 2X4 PT RAILS
y TYPICAL SECTION ATTACH
WITHEWS 1TYPICAL PROFILE 5 ATTACH W 3" SS SCREWS
I
B11 = I'-O" 3„ S
I s— I O.
G -
5'
F
MHW
ELEV I.0
i(
MLW
ELEV 0.0
11
--------.--------
- - - - - - - - - - - - --a,-.
BENT • -IL
CR055 BUCK
D ' — 4' 10" PT FILINGS (1YP),
PILINGS JETTED TO A MINIMUM O PENETRATION AS EMBED MINIMUM 8 FEET
_ NEEDED FOR ADEQUATE BEARING AND STABILITY
SEE SPECIFICATIONS SHEET 4 FOR FASTENER AND WRAP ALL PILINGS
C COMPONENT SIZE AND SPECIFICATION P BELOW MUDLINE TO
24" ABOVE MHW
CENTER STRINGERS TOE NAILED
B W (2) # I G (304 SS)
RING SHANK NAILS @ EACH BENT.
A OUTSIDE STRINGERS FACE NAILED
W 1 G RING SHANK (304 SS)
AS SHOWN
1 2 3 4
STRINGER BUTT SPLICE DETAIL
1i — I '-O"
8 -
18" `
1,511
.' r a "
-Yl
18" -
5 6 7 8
PG 2 OF 3
SECTIONS
STRUCTURALS
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M Design Criteria
2020 Florida Building Code 7TH ED Exposure Classification - D
Wind Load Basis -ASCE 7, 20 10 Edition Building Classification - 2
L
Basic Wind Speed - I GO MPH Open Structure
— Mean Height - 5'
K Material Specifications
1) The following are minimum specifications, increased pile size, etc., 15
approved.
2) Substructure
J a) Pilings -8" , Marine, 2.5 CCA (See plan view)
b) Cross Ties - 2" x (5", # I Grade, SYP .40 ACQ
Stringers - 2" x 8", # I Grade, SYP .40 ACQ
3) Decking
a) "Limber Rock" 5- 1 /4" x G"
4) Fasteners
H a) Thru Bolts, All thread - 8" 304 Stainless with stainless lock washers and
nuts
b) Interior stringers toe nailed to bents
c) Deck Fasteners - 3" # 10 Stainless, Self Drilling, 2 per deck board /
G stringer
d)
Installation Specifications
F The purpose of these specifications 15 to define uniform construction
standards in terms of both geometry (length, width, and height) and
_ construction practice (materials used and how they are in5talled).
1) SUBSTRUCTURE
E a) Cross Ties - Extended 3" beyond pile centerline, not to project beyond
exposed edge of pile.
b) Stringers - 24" max cl to cl if 2xG, I G" cl to cl if composite. Overlapped
as needed to ensure end of Stringer projects past underlying cross tie
D minimum 2", not to extend to the extent that Stringers or deck boards
can impede boats. Exterior edge of piling shall be a minimum of 2 "
outside of any cross tie, Stringer, or deck board.
C Exterior Stringer to be doubled with flitched joint between pilings and
bolted to piling for flush appearance.
2) Attachment to adjacent seawall - Dock structures are to not to be attached
to adjacent Seawalls.
B
A
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SPECIFICATIONS