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PlingsrtiTYPICAL DOCK AND ACCESSWAY CROSS SECTION min.8"0,2.5 CCA
(N.T.S.) PT wood,
COKEUD%1fNERS OR max. 10-OC
a'ME MoS1611M of VE
Width:2'-4' V1 R
:
REX
ST.LUJUE CS, ,- B&NING DIVISION a of
REVIENVEEDF R INIPLUNCE
14021*";Ro
-E n(Mu L F0 tp
REVI,11TEED B t
DATE 711-:� Decking:
,, X
PLANS AND PE 011T MUST BE KEPT -N My z \\\
OR NO INSEE XON IVILL BE MALDE, 2"x6"0.4 ACQ#1 Dense Pine fastened Z//11111111\�
w/3"stainless steel screws
(min. 1/2"board spacing) DECK
STRINGERS:
2"x8"0.4 or 0.6 ACQ spaced
at max.24"With min.1/2"S�
lag bolts on each piling(lap
spliced)
(2)16d Toe
Nails Typical
Blocks: —
2nx6"x12"0.4 ACQ strap Joist:
blocks @mid stringers 2"x8"0.4 ACQ on
(fastened w/min.3 ea. each side of piling.
min.3"SS screws/nails) Bolted w/5/8"
SS cut rods.
THESE PL NIS M ALL PROPOSED WO
ARE SM 'T To ANY CORRECTION,
REQUIRED u .FIELD INSPECTORS TK o M.H.W.
MA
RDERTO
BE M itiQMAYJNJO
M.L.W.
j-
CANAL BOTTOM
6'min.
penetration
Wood Decking
Cross View Lembach Dock
Structural
ENGINEERING REVIEW.
NOTE TO EXAMINER:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND THIS CEENGINEERED
LOAD REQUIREMENTS OF THE 2014 FLORIDA DRAWING
HHAS AS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.
BUILDING CODE, PER ASCE 7, AND PER
DESIGN LOAD REQUIREMENTS OF THE 2010
ALUMINUM ASSOCIATIONS DESIGN MANUAL. m
BEAMS AND MOUNTING BRACKETS
INSTALLED PER Hl—ADE INSTRUCTIONS, WILL ooppppsopDooDDp0p0o
EXCEED ULTIMATE DESIGN WIND SPEED OF °o M °Oo°
170 MPH (EXPOSURE CATEGORY C OR D) o°° fG R 6 q °Oo
E
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT. o Q' NO.438W p o ,
T
fill
7D JAN 2 3
o
v o �
STATE OF
PILINGS ° 'c� °
o O
PILING PENETRATION TO BE 10' °°°oo 8 g t O R O
INTO THE SAND BOTTOM OR 5' O °Oo°°n ON 1.
Bo¢•op°°°
INTO ROCK STRATA,
SUB—SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2014. ALL PILINGS TO BE ROGER BABER
8" MINIMUM DIAMETER MCR PROFESSIONAL3855 ENGINEERING
2.5 C.C.A PRESSURE TREATED C.A. NO. 26967
WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAKE DR.
OR COMPARABLE EQUIVALENT. STUART, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8" DIA. SS LAG
BOL TS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELEC72/CAL REVIEW. � ° CONCRETE PILINGS PER PILING
3/4 NP ELECTRIC MOTOR G.. REQUIRED.MINIMUM (2) 3/8"
10.8 AMPS ® 115V EACH ,� ,,,� DIA. SS CARRIAGE BOLT FOR
5.4 AMPS ®230V EACH v `� ~i ATTACHING MOUNTING TAB TO
QUANATY 2
LIFT REQUIRED PER PILING.
TOTAL WATTS: 2484 ,Wi=n• MOUNTING TAB CONSTRUCTED
�. FROM1/4" X 2" ALUMINUM
sc ,6061 — T6 FLAT BAR .
12 1 PLC GuDE POLES 4
it I OWDE 4
10
ALtD@IW
8 aWlS W1 HARD WARE 4
fi N W CAFW W BOLO BLOWS 2
B BEANASgIBLr 2
7 WD 6,000 LB. CODA GEAR BOATL/FTS AND MAR/NE PRODUCTS
B
B WIN
YDIAVTLN[J ABS F w " "' ' O 4050 SEL VI TZ ROAD
B RMT Tc'cAeem As .r BOA T LIFT
SQA +c rrPe xDr 4 FORT PIERCE, FL 34981
J14 HPs e x
I GAR DPoLE�BOX a R. HYDE SCALE.• NTS DA TE: 9/1/16 REV- 1 1-800-544-0735 www.hi—tide.com
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