HomeMy WebLinkAboutPAUL WELCH INC ENGINEERINGPAUL WELCH INC
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite #114
Port Saint Lucie, FL 34984 6LNNNE®
Phone (772) 785 - 9888 BY
St. Lucie County
JOB:
GLlanto Dock
43 Sovereign Way
Jensen Beach, FL
WIND LOAD CERTIFICATION
July 19, 2019
CODE: FBC/FRC 2017/ASCE 7-10
WIND SPEED: 170 MPH, 3 SEC GUST
EXPOSURE"D"
IMPORTANCE FACTOR 1.0
INTERNAL PRESSURE COEFFICIENT: 0.00
DL ...... 5 Psf
LL ...... 40 psf
WL ...... . 44.01-61.6 psf
NOTES:
Fasteners in contact with preservative -treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel,
silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of
mechanically deposited zinc -coated steel with coating weights in accordance with ASTM B 695, Class 55 minimum.
Connectors that are used in exterior applications and in contact with preservative —treated wood shall have coating types
and weights in accordance with the treated wood or connector manufacturer's recommendations. In the absence of
manufacturers recommendations, a minimum of ASTM A 653, type G185 zinc -coated galvanized steel, or equivalent, shall be
used.
Two (2) fasteners perjoist required for all decking equal to or less than 6" wide.
Three (3)fastenersper joist required for all decking greater than 6" wide.
For 1"composite decking, joist spacing not to exceed 16" o.c.
Rona. Price eg#17788
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PAUL WELCH C. p�ZG
MECH-ELECT-CIVIL ENG
1984 BILTMORE
PORT SAINT LUCIE, FIL 34984 n
RONALD J. PRICE P.E.
FLA REG VO. 17788 JUL 9 2919
6' platform
41 approach
II Decking
21y'Pressure Treated
lih I
-- t 2x8 Pressure Treated
Crossmember Bolted
1 IL'nlli
MIN. IIIIIII�
6� Pile
Penetration i1 I Exist Bottom
IN $TAB
BOTTOM - Pier Section
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Y3 ,�o✓E'Rsi4IV 162 I
1vA'rE}f/'0Y-r0 7Le 4C 3y�i9
MECH-ELECT-CI
1984 BILTMORE ST#114
PORT SAINT LUCIE, FL 34984 ,
RONALD J. PRICE P.E. jv(19 2019
FLA REG NO. 17788
b♦:GKI�.tL^ aT-tAt4.F� D �11Tt-► �2 7 -�lo X
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___... ._2.5-._TREATED
/8" C.CA. Piling REW ENTt"AL-
IIIDouble 2x8
I Pressure Treated
:s Stringer Bolted
Thru Pile by
0 5/8"Hot Dipped
Galy. Bolts OR EQUAL
M.H.W.
M.Lw-
Depth
Varies
LE NTS '..�..o�..
DETAIL OF DOCK AND DECK
APPROVED BY
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