HomeMy WebLinkAboutEngineersM
TYPICAL PLAN
1" = 1'-0"
8
L DECKING FASTENED TO STRINGERS
AS SPECIFIED, MODIFICATION
TO COMPOSITE DECKING ALLOWED
ATTACH PER MANUFACTURER
SPECIFICATIONS
K
J
I
G
F
I
TYPICAL SECTION
8
Ei
ELEV 0.0
ATTACH DECKING WITH
#10 X 3" (304 SS) SCREWS,
2 PER DECK STRINGER
STRINGER
— BENT OR
CROSS BUCK
SEE SITE PLAN FOR
LENGTH AND
LOCATION
FLITCH EXTERIOR
STRINGER FOR FUSH
APPEARANCE
ALL THRU BOLTS, NUTS, WASHERS
8" STAINLESS W NUT
FULLY THREADED
PG3OF5
DOCK SECTION
MHW PROFILE
ELEV 1.0 OWNER
Sawyer Residence
606 Willows Way
Port St Lucie, FL
34952
ALL PILINGS 8"
PERMITTING
Treasure Coast Barge
Permit Department
1200 SE Dixie
Cutoff Rd
Stuart, FL 34994
v
D NEW SEAWALL ENGINEER
PILINGS JETTED TO A MINIMUM 6' PENETRATION AS REVIEWED FOR MCR ENGINEERS
NEEDED FOR ADEQUATE BEARING AND STABILITY -ODE COMPLIANCE MARINE - CIVIL
& RESTORATION
C SEE SPECIFICATIONS SHEET 4 FOR FASTENER ST. LUCIE COUNTY JENSEN BEACH,
AND COMPONENT SIZE AND SPECIFICATION FL 34957
CENTER STRINGERS TOE NAILED F30CC 772-214-4800
W (2) # 16 (304 SS) STRINGER BUTT SPLICE DETAIL
B RING SHANK NAILS @ EACH 8' = 1'-0" � E N�
BENT. '0/ `
18" �� NO.A3855 �` s
OUTSIDE STRINGERS FACE 18 r yn
NAILED W 16 RING SHANK (304
,•, , j35�Zp r
A SS) AS SHOWN `_ STATE OF
k , •,53 NAL �G•,,
1 2 3 4 5 :l. 63��:L ? °•
M Design Criteria
2020 Florida Building Code 7TH ED Exposure Classification - D
Wind Load Basis -ASCE 7, 2010 Edition Building Classification - 2
Basic Wind Speed - 160 MPH Open Structure
L
IN
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a
G
F
E
LC
C
B
A
Mean Height - 5'
Material Specifications
1) The following are minimum specifications, increased pile size, etc., is approved.
2) Substructure
a) Pilings -8" , Marine, 2.5 CCA (See plan view)
b) Cross Ties - 2" x 8", #2 Grade, SYP .40 ACQ (All bents doubled).
Stringers - 2" x 8", #2 Grade, SYP .40 ACQ
3) Decking
2X6 PT # 1 PT Bull Nose decking
4) Fasteners
a) Thru Bolts, All thread -5' 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 / stringer
Installation Specifications
The purpose of these specifications is to define uniform construction standards in terms of both
geometry (length, width, and height) and construction practice (materials used and how they are
installed).
1)SUBSTRUCTURE
a) Cross Ties - Extended 3" beyond pile centerline, not to project beyond exposed edge of pile.
b) Stringers - 24" max cl to cl if 2x6, 16" cl to cl if composite. Overlapped as needed to ensure end
of stringer projects past underlying cross tie 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.
Exterior stringer to be doubled with flitched joint between pilings and bolted to piling for flush
appearance.
, it, iEWE® FOR
ODE cOMPLIANCE
1 I 2 3 4 5_ 6 900C 1 8
PG40F5
SPECIFICATION
OWNER
Sawyer Residence
606 Willows Way
Port St Lucie, FL
34952
PERMITTING
Treasure Coast Barge
Permit Department
1200 SE Dixie
Cutoff Rd
Stuart, FL 34994
ENGINEER
MCR ENGINEERS
MARINE - CIVIL
& RESTORATION
JENSEN BEACH,
FL 34957
772-214-4800
0 E N
q-/ NO.438 5
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v' 135ep ?p2' /
STATE OF W
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