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ENGINEERING SUBMITTALS
November 16, 2017 ' I% 3 99
W73,
WIND LOAD CERTIFICATION: DEC 15 2017
BY:......................
CODE FBC 2014 5TH ADDITION/ FRC 2014/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE:"D"
INIPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
ST W110,19 COUN
BUILAINa DIVISI N
REVIEW
FOR COM Ca
REVIEWED BY
DATE 1. ( •[
PLANS AND PERW91T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
JOB: 1'Hf`!": PL N8 k4D ALL PROPOSED WORK
WENZEL RESIDENCE A,RE 2fi )ECT T O Co CTIONS
4655 S INDIAN RIVER DR. REQUIRED DP RIFLD INSREOTORS TI TAT
MAY RE NECE'SSA11Y IN OpoFR TO
FT. PIERCE, FL COMPLY VV014 ALL APPLICABLE CODES.
CONCEALED FASTENERS ORATTACHNENTS
ARE THE RESPONSIBILRy OF THE
CONTAMOR OF FRORD
PAUL WELCH INC.
Mechanical Electrical Civil Engineerin
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,
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #11
PORT SAINT LUCIE, FL 349
13
s.ropiA� Ri�S>;s� pn� FLA REG NO.29945
Date
41*5 5 STrAo%him tw-P 4'° Harbor Bay Marine
��T v�� ctc�1.0-' - Industries Inc.
1 `LF, \Nf'NzF—L` Seawalls -Docks -Marine Structures
(772) 335-7080 harbnrbaymarine@adcom
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Pier Section Thru
Live Load 40 lbs. /Sq Ft
Dead Load 6 lbs. / Sq Ft
S
SGL Bolts, Nut,
ashers 60 H.D.
j Galt'. Or S, c 004)
4'_ 6`
Nut Fully 1 hreadec
2"x 6" SYP, .40 A0
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r' to ,
Decking #1 Grade t
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Mplank spacing. Fas
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w#!03"SS(304)
Screws, 2 per String,
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2"x8"P.T. SYP,.,
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ACQ treated stringer
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MidVIC... be butt Jointed, bu
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Joints to be staggen
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Pier Plan View
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Min. 8" Dia. 2.6 _
CCA treated plies Center Stringer(s) toe Nailed w (2) #18 SS
(304) Ring Shank Nails @ Each Bent, Outside
d Stringers Face Nailed w #16 SS (304) Ring
1 Shank Nails (See Nail Pattem Below)
Pilings Jetted to a minimum depth. of W and'es
cessary to provide adequate bearing and stability 18" 18"
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG'i.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
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FLA REG NO.299452017
NOV
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