HomeMy WebLinkAboutFasnacht Dock DrawingsINDIAN RIVER
WATERBODY it 125'±
MEAN HIGH WATER AT
FACE OF EXISTING SEAWALL
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***NOTES***
PROPOSED WORK IS TO CONSTRUCT AN 8'X 201 MARGINAL DOCK
DECK DESIGN LOADS TO MEET 2017 I" BC:
WIND LOAD AS PER ANSIJASCE 7-10 SPEED = 170 MPH
EXPOSURE = D
IMPORTANCE FACTOR = 1.0 RIVER BOTTOM
ALL DOCK PILES 8`0 PILES - MIN. PENETRATION 8' INTO
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
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1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
SHORELINE LENGTH
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902 Jackson Way
Fort Pierce, Florida
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J U L 0 12020
Paul Welch, PE No. 2994
Phone: 772.,2164997 Fax: 772,-879-4620
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PENETRATION 8'INT0 RIVER BOTTOaA
- ALL 8#0 MARINE DOCK PILES - MIN. P 09# 0
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY 41##&
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- 2" X 6* P.T. DECKING NOT ALL SHOWN FOR CLARITY
- DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3 0 N AV��.
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- ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS 4'401
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MARGINAL DOCK
PLAN VIEW DETAIL
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902 Jackson Way
Fort Pierce, Florida
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Paul Welch, Inc,,
1984 SW Biltmore Street, 114
Port St. Lucie, FL 34964
JUL 0 12020
Paul Welch, PE No. 29945
Phone: 772-215=3997 Fax: 772-879-4520
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***NOTES*** ALL 8'"0 MARINE DOCK PILES - MIN. PENETRATION S'INTO R(VER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 39
ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
MARGINAL DOCK
CROSS SECTION VIEW
Environmental
S e vices, Inc.
igoi sw Yellowtail Avenue
Port Saint Lucie, FL 34953
24"O.C. (MAX)
Debra Fasnacht
902 Jackson Way
Fort Pierce, Florida
PCN# 1423-802-0017-000-6
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1984 SW Biltmore Street, 4
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