HomeMy WebLinkAboutDrawing PLAN VIEW W :B W ',`�i�
.:O
N
ADDIDITION 5 O O $
TO EXISTING
DOCK
12'116' P/L TOT.
SQ- 280' P/L
20'
- I I
B/L 50 I
I I
I I
0
28
. I I
CONCEA0 FASTENERS OR ATTACHMENTS I I
ARE THE RESPON010.OF THE I =
. II NEW :ADDI T
-ION
CQApfl RR RECORD
12 ' X12 6'
84 ' � IIII
SQ. ' 4'
I I
_- , 7 :: . . . . . ._.:.:. j:. . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . .:.:... .:: :.: . ..... . ... . . . . : . . . . .:.�.__:. . .:.:. . .
I 34 ' ST. �r �`�CnLLTirncD�,�sI '
AFVIE`V--ED FOR �!PLL-V CE
i IESE FLANS AND AFL PROPOSEU WORK
ARE SUBJECT TO ANY CORRECTIONS DATE
PLANS A D P.JEMU 'MUST BE KEPT ON JD5
REQUIRED BY FIELD INSPECTORS THAT. 0,1 NO iNSP'vCT:WN WIML BE
MAY 8E.NECES$ARY @ N.ORDER TO-Ifi-PLAND AREA FBC 2014 5TH ADD. WIND
'COMPLY MH ALL APPLXABLE CODES.' PROTOCOL
CONSTRUCTION: WOOD FRAME STRUCTURE OPEN
STRUCTUAL REVIEW WIND SPEED : 3 SEC GUST, 170 M-P-H�
AND CERTIFICATION IMPORTANCE FACTOR 1 EXPOSURE
FRAME FLOOR : 40 PSFLIVE'LOAD .
FL.REC3 .343981 10 PSF DEAD LOAD COMPONENT AND`CLADWG
DESIGN:: STEVEN G WOOD,, PE PETER50N _ 3-�
DRAWN PROFESSIONAL ENGINEER # •34398. 406 NETTES --BLVD.
CHECKED 956 SULTA.N DRIVB JENSEN .BCH.,FL 34957
DATE PORT ST.LIICIE;FL 34953 '
.,, -- PLATFORM: J NOTE: ALL 8" PILINGS/
PLACED 10'-12' ON
CENTER.
MARINE GRD.2.5 C.C.A
- - 4 -THRU-10
SECTIONS I I, �' t ' !s+Ga•
2"X6"PT..#1 DECKING
FASTEN W/3"
SS.SCREWS. W%1/4"
SPACING CUT OFF
W/2 screws PER 36"-42"
STRINGER.
2"X87' PT.#2.SPACING AT
30"max.DOUBLED OUT
SIDE STRINGER W/ 5/8"
S.S THRU BOLT. W/1 1/2
WASHER AND NUT
ON EACH PILING
o O
4'+
.JOIST -:
2"X 8" PT. BOLTED W/ 5/8"
GALV.BOLT
M.H.W
M.L.W
6'
3'
SEA FLOOR
7'-8' MIN.
PENETRATION
STRUCTUAL REVIEW
AND CERTIFICATION =
FL.REG 34398
DESIGN STEVEN .G WOOD, PE. PETERSON.
DRAWN PROFESSIONAL ENGINEER # 34398 406 NETTLES BLVD.
CHECKED 950 SULTAN DRIVE- JENSEN BCH-: ;.FL.349571.^-
DATE PORT ST.LUCIL;FL 34953 . r