HomeMy WebLinkAboutSTRUCTURAL REVIEW & CERTIFICATIONPIAN NIEW
INSTAffIS PPDX .
90_ TONS OF LIME
RIP=RAP 8"-12" ROCK
W.W.,'`� - - - - - - - -}- - - - - - - -
2 M/L r o M.H.w File COPY
RECEIVED JUN 3 0 217 I 67 V 1101+ 1
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12'X 12
C-X DOCK
20' 70'K
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BACK FILL &
GRAVEL TO BE
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TOP OF BANK
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INDIAN RIVER DRIVE
STRUCTUAL REVIEW
AND CERTIFICATION
FL.REG 34398
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EXSISTING
35' GRAVELED & 11':
SITTING AREA
ARE SUBJECT TO ANY COR�RE '"iCNS
REQUIRED SV RELD 1NSPIECTOIIU THAT I
[MY S 6CSA �' iN E °""TO." I .
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154'
FBC 2014 5TH ADD WIND PROTOCOL
CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN WIND SPEED : 3
SEC GUST, 170 M_P_H
IMPORTANCE FACTOR : 1 EXPOSURE B OR C
FRAME FLOOR : 40 PSF LIVE LOAD
10 PSF DEAD LOAD COMPONENT AND CLADING:
DESIGN
STEVEN G WOOD, PE
PROFESSIONAL ENGINEER # 34398
950 SULTAN DRIVE
PORT ST.LUCIE,FL 34953
AUDREY ROLLINS-LEICHT
13207 S INDIAN RIVER DR
FORT PIERCE,FL.34957
DRAWN
f
CHECKED
DATE
,SIDP VIEW
INST6 L ADDITIONAL
RIP -RAP 811- 12"
L
3 l7
STRUCTUAL REVIEW
AND CERTIFICATION
FL'. REG 34398
DESIGN
DRAWN
CHECKED
DATE
EXISTING
WALL
SEAFLOOR
File Copy
M.H.W
FBC 2014 5TH ADD.WIND
PROTOCOL
CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN WIND SPEED
3 SEC GUST, 170 N.P.H
IMPORTANCE FACTOR : 1 EXPOSURE
FRAME FLOOR : 40 PSF LIVE LOAD
10 PSF DEAD.LOAD COMPONENT AND CLADING:
STEVEN G WOOD I PE AUDREY ROLLINS-LEICHT
PROFESSIONAL ENGINEER # 34398 12307 S.IDR
950 SULTAN DRIVE JENSEN,BEACH,FL 34957
PORT ST.LUCIE,FL 34953
-ST$E VIEW
INSTALL ADDITIONAL
-RIP—RAP 811— 1211
EXISTING
WALL
L'
SEAFLOOR
STRUCTUAL REVIEW
AND CERTIFICATION
FL.REG 34398
File copy
° E No+
'4' a
a? Permit Number
A..
a Southeast District
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e
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3'
10'+
—M.H.W
FBC 2.014 5TH ADD .'WIND
PROTOCOL
CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN WIND SPEED
3 SEC GUST, 170 M.P.H.
IMPORTANCE FACTOR : 1 EXPOSURE
FRAME FLOOR : 40:PSF LIVE LOAD
10 PSF DEAD LOAD COMPONENT AND CLADING:
n$s=GN
STEVEN G WOOD PE
i
PROFESSIONAL.ENGINEER # 34398
950 SULTAN DRIVE
PORT ST.IUdIE,FL 34953
AIIDREY ROLLINS—LEICHT
12307 S.IDR
JENSEN,BEACH,FL 34957
DRAWN
CHECKED
DATE
J /
- PLAN VIEW W
2 MJL o M.x..R File Copy
INSTALL APPDX. 67'
9,0 TONS OF LIME 101+
RIP —RAP 8"-12" ROCK R
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RIP -RAP -U -
87ER
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EXSISTING
12'X 12' ::35' GRAVELED & 1.1'
SITTING AREA
DOCK
20'
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BACK FILL & A / I
1 GRAVEL TO BE �T
C
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I E 12'X12'
I S DOCK ', �'� ° F E N I� I
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1iD
4 22' I
A �. I
Permit Number Number'),.
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TOP OF BANK 56-0171759-005-EE �
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p — goutheist District— — y
P / ,r
154' �? 1Y
oil �O
INDIAN RIVER DRIVE
° asyss'
EEC 2014 5TH ADD WIND PROTOCOL
CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN WIND SPEED 3
STRUCTUAL REVIEW SEC GUST, 170 M.P.H
AND CERTIFICATION IMPORTANCE FACTOR : 1 EXPOSURE B OR C
FRAME FLOOR : 40 PSF LIVE LOAD
FL_ REG 34998 10. PSF DEAD LOAD COMPONENT AND CLADING:
DESIGN STEVEN G WOOD, PE AUDREY ROLLINS—LEICHT
DRAWN PROFESSIONAL ENGINEER # 34398 13207 S INDIAN RIVER DR
CHECKED 950 SULTAN DR-TVE FORT PIERCE;FL,34957
namF PORT ST.LUCIE,FL 34953