HomeMy WebLinkAboutWind Load Certificationogle CODY
ENGINEERING SUBMITTALS
August 7, 2017're=
WIND LOAD CERTIFICATION: AUG 0 9 ail
PERT ii?TiPiG
Si. LUCie county, Fa_
CODE FBC 2014 5TH ADDITION/ FRC 2014/ ASCE 7-10
i���(;EALcO FAS I E�IERS OR ATTACHMEM
WIND SPEED: 170 mph, 3 SEC. GUST ARF THE RESPMSIBILP OF THE
EXPOSURE: «D" 007l°AMROP;EG9RD
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
PLANS AND AA LL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
F F, Ee-tfUIREC9YFIELD INSPECTORS THAT
R; BE NECESSAR,k�OpOK TO:,
JOB: GONIPLY WRI MEL f;PF eICW pI CODES, .
RISE RESIDENCE
8403 S. INDIAN RIVER DRIVE
FT. PIERCE, FL LUCIE o;�'3 UITIBLTO DMISIfli'd
j7F �,7�FVe' D FOR . it�LIANCE
/ T3�TE b .2�7
PLAINS PEELM a MIDST BE KEPT ON JOB
C,R NO R�SPE CTI ON WILL BE MADE.
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email — pwelchinc@aol.com
Paul Welch, P.E. Fla Reg. No. 29945
Fly
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RISE erner&Associates, Inc. Environmental SHEET 1
Consulting 2537SE Date: 9130115
8403 S. INDIAN RIVER DRIVE — .r;_ AlfonsoAve. Port St. Lucie,FL34952
11-- Ph(772)283-2950
FT. PIERCE
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PROPOSED 10' x 10' DECK
1r�1 LANDWARD OF MHW • • ROPE HANDRAILS AROUND
ENTIRE DOCK PERMITER
II
SEAGRASS SURVEY PERFORMED BY
BRUCE JERNER ON 5131115.
10'X 16'
TERMINUS
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DISTANCE FROM MHW 3. w 2 W. t� '
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4' X 290' ACCESS = 1,160 SQ FT w C
10' X 16' TERMINUS = 160 SQ FT 210
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E TOTAL DOCK AREA = 1,320 SQ FT OVERWA TER
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_LEVATION
)VE MHW
IHW
1" = 40'
RISE - -- Jerner & Associates, Inc. Environmental SHEET 2
consulting 2537SE Date:9130115
8403 S. INDIAN RIVER DRIVE i AlfonsoAve. Port St. Lucie,FL34952
Ph(772)283-2950 PROPOSED
FT. PIERCE, ` � z JERNER@BELLSOUTH.NET
. 1 . OBSERVATION PIER
Pile Wrap
Dock Access, Deck and
Terminal Platform
Section Thru
ROPE HANDRAILS AROUND ENTIRE
tETER
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
Bolts 518"
Galt'. Or
S.S.
SYP, .40 Ai
Ig #1 Grade
lank spack
'. T. SYP, .4
fed stringer
jointed, but
be staggere
'. T. SYP, .4
Bated bent;
Dock Access, Deck and
Terminal Platform
Plan View
Varies
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Stringers 24" O. C- 11
8" Dia. 2.5 Center Stringer(s) toe Nailed w SS
treated piles Ring Shank Nails, Outside
Stringers Face Nailed
RISE — -Jerner & Associates, Inc. Environmental SHEET 3
E — - - Consulting 2537SE Date: 9130115
8403 S. INDIAN RIVER DRIVE - AlfonsoAvc Port St. Lucie,FL34952
Ph(772)283-2950
y FT. PIERCE _.��f `., �~ JERNER@BELLSOUTH.NET
9 r ,
2" X 6" TOP RAILS FASTENED to
2"X 6" HORIZONTALS
STENED W TO PILES W (2)
' SS DECKING SCREWS
PICKET DETAILS FOR
OVERLAND APPROACH/ DECK
ELEVATED < 30" ABOVE GRADE
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— Jerner & Associates, Inc. Environmental SHEET 4
-- '-- - -- consulting 2537SE Date: 9130115
8403 S. INDIAN RIVER DRIVE AlfonsoAve. Port St. Lucie,FL34952
FT. PIERCE � Ph(772)283-2950
� T - -- � ERNEMBELLSOUTUNET