HomeMy WebLinkAboutDRAWING DOOR REPAIRl
S+4 &Le
FiA Mi LY
RO ME.
�ti��t4` PL�c�r►M 1j�c�T'�®s�
�Li
O 1
lmm
-n-Q/Aa0-0
�cv_M?c
7JrZ��i"
z���-nim
002MOO
�-U n. -z
.Amr-%MO
03.
j
4X
S
Mug.,rri
n
o
120 3 N I- E LS ZLvcA,
Harbor Bay Marine Industries Inc. tk-Ls-L'7
CNSFh1 L�Ec.N L _
Seawalls* Docks* Marine Structures
(772) 335-7080 harborbaymarine@aol.com
v
O ..A
�> com>
M�Z��rC-
G)*rEn*
Zrc)m-,qr-
O0—moo
K,:Ejn <=
.;:.!r'—%M0
jZ.
(04.
.p.
Pier Section Thru
&il -141
13,to5i
Pier Plan View
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
ashers 6✓8" H. D.
Daly. Or S, S r304) i
Nut Fully 1 breaded
2"x 60 SYP, .40 ACC
Decking 01 G►ade w
'/n"plank spacing . Fast
w #10 3" SS (304)
Screws, 2 per Strings
2" x 8" P. T. SYP, .4
ACQ treated stringer.
be butt Jointed, but
Joints to be staggers
2" x 8" P. T.SYP, .4
ACQ treated DBL bey
ON
0
Min. 8" Die. 2.5 __/ O.C. Max I I
CCA treated plies Center Stringers) toe Nailed w (2) #16 SS
(304) Ring Shank Nails @ Each Bent, Outside
Stdnge►s Face Nailed w #16 SS (304) Ring
PfNngs Jetted to a minimum depth. of ¢' anO'as Shank Nails (See Nall Pattern Below)
necessary to provide adequate bearing and stability
r
(.V bing maps
Notes
1293 Nettels Blvd.
Jensen Beach, Florida
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
FORT SAINT LOUC ESFL 34984
PAUL WELCH R.E.
FLA REG N0.29945 DEC' 1 3 2017