HomeMy WebLinkAbout1605-0174 LETTER BOAT LIFT PLANS9801 South Ocean Drive, Jensen Beach, FL 34957
(772) 229-2930
FAX (772) 229-9901
May 9, 2015
Liz McMullan
1060 Nettles Blvd.
Jensen Beach, F1 34957
RE: Lot # 1060 Boat Lift
The attached boat lift plans are acceptable for construction on the water
within the rear property pins of the subject property. Please review and
adhere to all water front property usage rules and regulations attached.
Please present copies of permits to condo office prior to construction. Any
further modifications must be submitted to condo office for approval.
Respectfully,
Janice Mclaughlin or Howard Kickert
Architectural Chairperson
CC: Laura Jones, LCAM, File
L� f
3 " 7
a= 202" =16" 10"
b=46 " =38', 7"
c=41'=3',5"
d= 41511 = 34', 7" Boat Center of Gravity
e=31'=2',7"
l 11= 12',7"
41,
h=25 " = 20' , 10"
i=15 "= 12' , 8" a r IC q 1
j=48 40'", 6
k=29 "= 241, 6' -_7
1=19 ", 16'
Existing
m=1 2" =13' ,6" Dock p
n=91' = 7' , 7" b �1 f
o=12 " 10' , 2"
p=12 = 10' , 10"
q=14 = 12 /
r=72" = 6' c
s= what is this
V McMullan Residence
t= o
1060 Nettles Blvd.
u= Jensen Beach, FL
34957
v=
w=
x=
Y= Plan McMullan Proposed
Boat Lift
z View
Proposed
Pro posed 4
piling lift
(24K Neptune Lift)
X3'
0
/ e
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aa.ea�
St. Lucie Co. FL
Date 1t Init.,
Approved
o' McMullan Residence
1060 Nettles Blvd.
Jensen Beach, FL
r' 34957
doc
by V7
"31
3N(3,
Date: 9/18115,
4116/16
MANMADE CANAL
R P .
"'NOTES-
-PROPOSED WORK IS TO RECONFIGURE THE EXISTING DOCK AS SHOWN AND INSTALL A BOAT LIFT (BOAT LIFT BY OTHERS)
q_SEnvironmental
Services, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
EXISTING DOCK PLAN VIEW
Elizabeth McMullan (TR)
1060 Nettles Boulevard
Jensen Beach, Florida
PCN# 4502-501-1247-000-1
Paul Welch, Inc.
1984 SW Biltmore Street, 14
Port St. Lucie, FL 34984
JUL 119 2016
Paul Welch, PE No. 2994
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com
SCALE:
1
"=10'
JULY 2016 I . SHEET 1 of 4
MANMADE CANAL
15' X 16' BOAT LIFT
(BY OTHERS)
"'NOTES"'
- PROPOSED WORK IS TO RECONFIGURE THE EXISTING DOCK AS SHOWN AND INSTALL A BOAT LIFT (BOAT LIFT BY OTHERS)
- DECK DESIGN LOADS TO MEET 2010 FBC: FILM1
WIND LOAD AS PER ANSUASCE 7-10 SPEED =170 MPHEXPOSURE = D
IMPORTANCE FACTOR =1.0
- NEW DOCK PILES 8"0 PILES (2.50 CCA) — MIN. PENETRATION V INTO CANAL BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
- BOAT LIFT PILES 10"0 PILES (2.50 CCA) — MIN. PENETRATION 8' INTO CANAL BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
12SEnvironmental
S ervices, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
PROPOSED DOCK PLAN VIEW
Elizabeth McMullan (TR)
1060 Nettles Boulevard
Jensen Beach, Florida
PCN# 4502-501-1247-000-1
Paul Welch, Inc.
1984 SW Biltmore Street, #114
Port St. Lucie, FL 34984
JOL , 19 2016
Paul Welch, PE No. 2994�
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com
SCALE:
1"=10'
JULY 2016 1 SHEET 2 ofA
EXISTING DOCK
TO REMAIN
24" O.C.
(MAX)
SEAWALL
(TYP.)
NEW 8" 0 ABOVE
DECK MARINE PILE
(1) 5/8" SS THRU BOLT
PER CROSS -TIE
T(TYP)
&(1)11TX6"SS LAG
BOLT PER STRINGER
TOP[ E LOCATION
(APPLIES TO ALL NEW
PILES)
EXIS-NNG
-
PIL"ING
NEW 8" 0 ABOVE
DECK MARINE PILE
2" X 8" P.T CROSS -TIE
NEW 8" 0 BELOW
DECK MARINE PILE
`— 2" X 8' P.T. DECKING r
2" X 8" P.T. STRINGERS
—NOTES'•'
F1
NEW 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO CANAL BOTTOM 01 1.5' 3'
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
- 2" X 8" P.T. DECKING NOT ALL SHOWN FOR CLARITY
- DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" RAPHIC SCALE
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
PLAN VIEW DETAIL Paul Welch, Inc.
nvironmental 1984 SW Biltmore Street, fl14
1?s Services, Inc. Elizabeth McMullan (TR) Port St. Lucie, FL 34984 1060 Nettles Boulevard 1
1901 SW Yellowtail Avenue JUL I 19 2016
Port Saint Lucie, FL 34953 Jensen Beach, Florida
PCN# 4502-501-1247-000-1 Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE: _ „ ,
1 3 JULY 2016 SHEET 3 of 4
2" X 6" P.T. RAIL CAP —
AND TOP RAIL
2" X 2' P.T. PICKETS_
9" O.C. (TYP)
"6 EXISTING
SEAWALL
CAP
2" X 6" P:T. BOTTOM RAI_L-
.
(1) 1/2- X 6" SS LAG BOLT
(fYP) PER STRINGER ,
TO PILE LOCATION
a
(1) 5/8" SS THRU BOLT
(TYP) PER CROSS -TIE
2" X 8" P.T. DECKING
2" X 8" P.T. STRINGER
24" O.C. (MAX)
2" X 8" P.T. CROSS -TIE I
8" 0 MARINE PILINGS
WIDTH VARIES
4'— 10'
3'±
0
4.5'±
------- — ---------MHW
1 MLW
VARIES
SUBSTRATE
—NOTES—
NEW 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO CANAL BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3"
ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
RAILING TO BE PRESENT ON 4-FOOT DOCK SECTION ONLY
qSEnvironmental CROSS SECTION VIEW
Services, Inc. Elizabeth McMullan (TR)
1901 SW Yellowtail Avenue 1060 Nettles Boulevard
Port Saint Lucie, FL 34953 Jensen Beach, Florida
PCN# 4502-501-1247-000-1
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE:
1"=3'
0' 1.5' 3'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, 114
Port St. Lucie, FL 34984
AUK ).1 9 2016 /
Paul Welch, PE No. 29945'
JULY 2016 1 SHEET 4 of 4