HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
♦ rrnr, aa.
PERMIT # OE) '_ V V
RECEIPT # VJ�
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
APR 12 2018
ST, Lucie County, Permitting
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
(11040)
C�lh- y"
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: -I-C--?-) (�
QUALIFIERS NAME: 1.:C �C�
ADDRESS: L;l o>p
CITY:STATE: -C
PHONE (DAYTIME): '7 -7 6 j . `t 777
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #: a7 7
FAX:
ZIP:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX: _
ARCHITECT/ENGINEER INFORMATION:
NAME: _
ADDRESS:
CITY: ` ` ° ` STATE: _
PHONE (DAYTIME): 7 99
SLCCC: 9123109
Revised 06130117
F
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REVISN
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RECEIVED
ENGINEERING SUBMITTALS APR 12 2018
April 6, 2018 ST. Lucie County, Pgrmitting
WIND LOAD CERTIFICATION:
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE:"D"
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
!70Q-vol
ST. LUCIE C LT'.�
REVIEWED -Ty 110LDLNG D ON
OR NCE
REVIEWED Y
DATE
JOB: PLAIN it) 1 MUST BE KEPT ON JOB
OR NO P.NSPECTION WILL BE MADE,
HEIZLER RESIDENCE
6401 S. INDIAN RIVER DRIVE
FORT PIERCE, FL
THESE PLANS AND ALL PROPOSED WORK
TO
ARE SUBJECT TO ANY CORRECTIONS CONCEALED FASTENERS OR ATTACHMENTS
RVQUIRED BY -FIELD INSPECTORS THAT ARE THE RESPONSIBILITY OF THE
MAY BE NECESSARY IN ORDER TO CONTRACTOR OF RECORD
COMPLY WITH ALL APPUCABUE CODES.
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmor6 St. Suite#l14
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email — pwelchinc ao1. c
Paul Welch, P.E. Fla Reg. N x"' - NA
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File Copy
Pile Wrap
Dock Access and
Terminal Platform
Section Thru
2"X 6" Cap w 2"x 4" Horizontal
ACQ, #1 Grade Handrail along south
side ovenivater access walkway
No. 14 SS Screws, 2 Qa each pile,
n r. info u—n—i 7" v v FFF
Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
HEIZLER
6401 S. INDIAN RIVER DRIVE
. FORT PIERCE
it Bolts 518" H.D.
Galy. Or S. S.
x 6" SYP, .40 A i
>cking #1 Grade
?" plank spach
c 8" P. T. SYP, . S
treated stringer
butt jointed, but
`s to be staggerE
( 8" P. T. SYP, .4
'Q treated bent;
Dock Access and
Terminal Platform
Plan View
*Varies .
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Min. 8" Dia. 2.5 Center Stringer(s) toe Nailed w SS
:CA treated piles Ring Shank Nails, Outside
Stringers Face Nailed
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-� Jerner & Associates Inc.
i- - Marine &EnvironmcntalConsulting
2537SEAlfonsoAve. PortSGLucie,FL34952
- i— Ph(772)283-2950
6_- JERNER@BELLSOUTH.NET
SHEET 4
Date: 6119117
DOCK DETAILS
2"X 4" HORIZONTALS
FASTENED W 3" SS --�
DECKING SCREWS 2/ PILE
r
GUARD DETAILS FOR OVERLAND
APPROACH & DECK WHERE
ELEVATED > 30" ABOVE GRADE
HEIZLER
6401 S. INDIAN RIVER DRIVE
FORT PIERCE
—�- i JernererAssociates, Inc.
-` ` -- - Marine & Environmental Consulting
25375E Alfonso Ave: Port8CLucie,FL34952
- Ph.(772)283-2950
_ r JERNEROBELLSOUTH.NET
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Date: 6/19/17