HomeMy WebLinkAboutWIND LOAD CERTIFICATIONr 14
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite #114
SCANNED Port Saint Lucie, FL 34984
BY Phone (772) 785 - 9888
S4 Lucie County Paul Welch, P.E. Fla Reg No. 29945
JOB:
SCHAFER DOCK
800 OSPREY CT. FORT PIERCE, FL
WIND LOAD CERTIFICATION
CODE: FBC/FRC 20171ASCE 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 8 695, 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 6185 zinc -coated galvanized steel, or equivalent, :Isholl be
used.
Two (2) fasteners per joist required for all decking equal to or less than 6" wide.
Three (3) fasteners per joW required for all decking greater than 6" wide.
For 1" composite decking, joist spacing not. to exceed 16" o.c.
ALL LUMBER TO BE MARINE GRADE PRESSURE TREATED.
PAUL wr:L.CH INC.
ALL HARDWARE TO BE STAINLESS STEEL MECH-ELE cT-CIVIL ENG.
1984 BILTP,S r-E ST. #114
PORT SAINT -UCIE, FL 34984
PAUL WELCH R.E.
FLA. REG :,,,0.29945
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8" -9" 0 (0.40 CCA TREATED) WD.
PILE
I�2X6 WD DECKING ?,, T,
5/8" 0 S.S. THRU BOLT --I
2X8 - (I oR 2) (?ER PLAN) (0.40 CCA
TREATED) WD STRINGER EACH
SIDE OF PILE
M- S/8" 0 S.S. THRU BOLT
FnT__
- az-a ar a•i �. �� ti—c-.�c't�'_ 'G.`-... �,a +^lTi•e �t�vj �.,
8'"" 0 PILE W/MIN. 6'
PENETRATION TO RIVER BOTTOM
OR AS NECESSARY TO ADEQUATE
BEARING STABILITY
ti ..
a•
2X8 (0.40 CCA TREATED) WD JOIST
—?—@ 16" O-C- MAX SPACING
i
i EACH JOIST ATTACHED TO EACH
STRINGER WITH H 2.5 WITH (10)-
8d EACH
• �x�y( Goe+G
2X8_P.T.-W-OOD LEDGER ATTACKED
�i'O CONCRETE WITH %" X 3"
TAPCONS A'1'7'rO:C.
F-
(4 - As TApeo?6 JOIST ATTACHED TO LEDGER
TO G AP AO (J l WITH (LUS26 WITH (10)-10d)
(�i-1112x L
1y� I JOIST NOTCHED AT EXISTING
fro 7d �p CONC. SLAB AND. ATTACHED WITH
Iti f)
l 3/16" X I %" TAPCONS AT 24" O.C.
DO NOT ALTER OR DAMAGE ANY
SEAWALL TIEBACKS THAT MAY BE
PRESENT
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E. -
FLA REG NO.29945
Zdr 3
JUN 1 Z 2018