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May 19, 2017
WIND LOAD CERTIFICATION: FILE COPY
CODE FBC 2014 5TH ADDITION/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph,3 SEC.GUST
EXPOSURE: "D"
HvIPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
JOB:
JONES RESIDENCE
2 NETTLES BLVD.
JENSEN BEACH, FL
CONCEALED FASTENERS ORATTACHMM THE PLANS AND ALL PROPOSED VJ0Fw
ARE THE RESPONSIBILITY OF THE ARE SUBJECT TO ANY COMECTIONS
CONTRACTOR OFIEORD 'ROUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN OMDeR TO
CCU,PAY%YITI�ALL APPLLCAME CODE&
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
ST.LUCIE COUNTY r /
BUILDING DIVISION I
REVIEWED
FOR COMP
REVIEWED BY
DATE O
PLANS AND PFE
IT
MUST BE KEPT OBOR
NO INSPECTION WI MADE
Savannas
Preserve
State Park
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Jensen Beach • 2 Nettles Boulevard
to Jupiter
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JOKES Designer Drawing by: 1"— 10' Sheet 1
Jerner er Associates Inc. Date: 12119116
2 NETTLES BLVD. Environmental Consulting
2537 Alfonso Ave,
JENSEN BEACH ertSt. ucie,FL349
Poert St.Lucie,FL 34952
REPAIR/REPLACE EXISTING
DOCK IN SAME LOCATION
2' - - 12' - -
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" Design&Drawing by:
1"= 10'
JONES Jerner&Associates, Inc. Date: 12119116 Sheet 2
2 NETTLES BLVD. Environmental Consulting
JENSEN BEACH i 25375 Lucie, 3
Poert St.Lucie,FLL 34952
7"STEP UP-? 6'Marginal Pier 19'Finger Pier _
0
• 8"Piles 10'O.C. Max.
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JONES Design&Drawingby: 1"= 5'
Sheet 3
Jerner&Associates,Inc. Date: 12/19/16
2 NETTLES BLVD. Environmental Consulting
JENSEN BEACH 2537S Lucie, sL349
Part St.Lurid FL 34952
Pier Section Thru Pier Plan View
TOP HANDRAIL ALONG
WATERWARD SIDE OF Live Load 40 lbs./Sq Ft
MARGINAL PIER Dead Load 5 lbs./Sq Ft
VARIES
SGL Bolts, Nut,
Washers 5/8"S.13.
(304) w Nut Fully ' �
L 4
_ -_';L Threaded
VARIES » o
2"x 6"SYP, .40 ACQ
:.♦ r;;;, ;- Decking#1 Grade w
minimal plank spacing.
. • Fasten w#10 3"SS(304)
Screws, 2 per Stringer �' y
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��» 2"x 10"P.T. SYP, .40 x cD
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lot
ACQ treated stringers to — ± e O 2
UL ...... _ ._ ._ _..MKW_.. be buttjointed, butt
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_Mir1N_. joints to be staggered. ; ; ;" Z J F-w a;.Q
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ACQ treated DBL bents V U J Z
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GRADE Cr
Stringers 24" �''O
Min. 8"Dia. 2.5 O.C.Max
CCA treated piles Center Stringer(s)foe Nailed w(2)#16 SS(304)Ring
• Shank Nails @ Each Bent, Outside Stringers Face Nailed
w#16 SS(304) Ring Shank Nails Inside or Outside
Pilings jetted to a minimum depth of 6'and as
necessary to provide adequate bearing and stability
Design&Drawingby:
JONES erner&Associates, Inc. Sheet 4
2 NETTLES BLVD. Date: 12/19/16
� ""?`��"-' Environmental Consulting
r 2537SEA1fonsoAve,
JENSEN BEACH Poert St.Lude,FL 34952