27-00 Min Mod 04-02 Oversized Plans

<E El
w
w 0
El
PILE PLACEMENT
m
APPROXIMATELY 92'
TRACKING SHORE LINE
_0 Eli
5'
5'-4- 5' 1 51-
0 'El 1:1 0 1:1
6'
APRXMAT _ MHW 'LINE
— — — --- — — — — — -- — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — —
F F] F]
SOUTH CORNER
6/ OF EXISTING
BASIN
10 10 10"
SECTION AA
SCALE.: 112'=12'
VAFm
'LANK DESIGNED
(100 PSF LIVE L[lAD>
WITH STAINLESS
WARE
TO GIRDERS
-12cl RING SHANK
SS STEEL TOE —NAILS
STAINLESS
3 WITH
IRS, TYP.
GENERAL NOTES:
SCALE: 0,75" = 12' OVERHEAD VIEW
ITAVD TO GIIDER�VVECTrM%
5/8'DIA. GALV. STEEL BOLTS
2-2XI2 PT BAND
5/8' DIA. STAINLESS STEEL
BOLTS WITH 3/16' X 2' X 2'
STAINLESS STEEL FLAT WASHERS
EACH SIDE
2-2X12 PT BAND
2-2XI2
BAND
2-2X12
21
�6'M' PT WOOD
2' BLOCK
INSIDE VIEW
OF GIRDER/GIRDER CONNECTION
5/8' DIA, STAINLESS STEEL
BOLTS WITH 3/16' X 2' X 2'
STAINLESS STEEL FLAT WASHERS
EACH SIDE
is SPECIFICATIONS FOR THIS SITE ONLY
2: UNLESS STATED OTHERWISE ALL LUMBER
SPECIFIED AS NO.2, SYP. PRESSURE TREATED
FOR MARINE USE.
3: T14E APPLICABLE BUILDING CODE FOR THIS PROJECT
IS THE NORTH CAROLINA STATE BUILDING CODE,
VOLUME .1, GENERAL CONSTRUCTION.
4: ANY CHANGES TO THE STRUCTURAL SPECIFICATIONS
SHOWN HEREIN ARE To BE MADE UPON WRITTEN
APPROVAL OF THE ENGINEER.
BLOCK
mmmm
1 12'
ER
i OF
IVEN
t00 LB
t A
NO MORE
F-LES,
SECTION BIB
SCALE; 1'=12'
8'X8' PT PILES 4-2X12 PT
2 PLYS
NOTCHED
TO PILE.
3
3
5/8' DIA.
STAINLESS STEEL
BOLTS WITH
FLAT WASHER,
0
> tDo
o c/)