HomeMy WebLinkAboutEngineering Submittal Revision-DigiCert, Island Dunes, 10.21.20 (1)SECTION THRU
2" A' 6" MIORAILS T:
& CURB
- 55"
Q
MGRA
AUGER TO A MINIMUM
DEPTH OF 4'
TEE 80X A T J8
2"X 8" TOP CAP FASTENED
WITH (2) 3" SS SCREWS
e - 4" X 4" P/LES FOR HAND
RAILS, FASTENED WITH
3/B" BOLTS ® BOTTOM,
BDL TS 5/8" STAINLESS ---1
2" X 6" SYP, DECKING
WITH (2) J",55 OR CAMO .
f SCREWS PER STRINGER }
2" X 8" P. T. SYP, 0.40 ACO
TREATED STRINGERS, BUTT
JOINED & STAGGERED
2"X 12"PT. SYP-
0.40 ACO BENTS
DOUBLE 5/8" BOLTS
8" TO IO" DIA 2.5
CCA TREA7FO PILES
UNDER DECKING
PLAN VIEW
VARIES -
STRINGERS 24"
0. C. MAX
CENTER STRINGERS TOE
NAILED WITH S.S. RING SHANK
NAILS OUTSIDE FACED NAILED
DECK DETAILS
i
4" X 4" BOL TED
f — ON 5' CENTERS
WITH J18"
CARR/AGE BOL TS
\\\\ 0 9 IG. NUl ti//iii
O . ' %-Ie
N 087
OF
OR f D P- - •' aQ'���
//�OAIA 111 IGx
� A �\\�
vThis item has been electronically signed
and sealed by Bowdoin G. Hutchinson, P.E.
using a Digital Signature and Date. Printed
copies of this document are not considered
signed and sealed and the signature must
be verified on any electronic copies.
2 X 8" STRINGERS ON
OUTSIDE OF POLES
4" X 4" BOLTED ON
5' CEN7FRS
Benchmark Engineering Island Dunes
of the Treasure Coast LLC 8735 South Ocean Drive C Owdoin Cc Hutchinson PE.
Aquatic Structures Division
8o6 Delaware Ave. Fort Pierce, FL 349wo �; ,Jensen Beach, FL
DN: c=US, st=Florida, l=Fort Pierce, o=Bowdoin
Bowd o i n G.
G. Hutchinson, cn=Bowdoin G. Hutchinson
Date: 2020.10.21 19:53:23 -04'00'
Hutchinson Adobe Acrobat version: 2020.012.20048
00 0 +
rt Cd �_NOT
TO EXCEED 30"
d AABOVE GRADE
A �• rt ►� i O� n 1 ��� �
2 Ln
va
Z �
o �b0 rt
hoEE
z
w
1,
00 O �ti o I' ��' r'Po
pOH a'� ' rib w� A
-� clti
to
�
'ate Lo
rt
to E lo
_rj �wQI
kn
w as oo ^imo Q-1
C �' Ll
t Q7)Li
Q _ <
'— m
Q)_
O � -
PILES 12' O. C. MAX.
0