HomeMy WebLinkAboutPROJECT INFORMATIONSfi-02fi4314-002
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PROPERTY LOCATION
WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1
UNIT 111 AND PRO-RATA SHARE IN COMMON
ELEMENTS (OR 1721
WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1
UNIT 112 AND PRO-RATA SHARE IN COMMON
ELEMENTS (OR 1721
Tm.E NAME LILIANA HERNANDEZ DATE
10851 S OCEAN DR. 9129/14
LOCATION WINDMILL VILLAGE COND. fi
LOT 111 & LOT 112 REV PAGE
1 OF 5
JENSEN BEACH, FLORIDA
i
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L 0 T 112 a L 0 T 113
w
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N
EXISTING
CONC. SEA WALL
3'-2>
30' P L
... ......... _....
13' = = 12.
,.•
, PO SED=
8
L 0 T 1 1 1—vwi 11'-9"
DECK--_
25'
—z—
x
17'
(5)PROPOSED i--- w- 12'-6" 1--
10" DIA. 2.5 CCA
BELOW DECKING (TYP.) !�
30 P L
t=,
EXISTING CONCRETE SEAWALL ........... .2_'....
rl 35'-41
���y
( ;;DTI I�3 i 1�'li li; 9 I'flI
PROP,OSEP DOCKS S FI
pp P OSED
50 S.F. PIER Iz
1175
I 31l;SEE PG 5`oF:5l '
.II+ 8'
PROPOSED
LOCATION
6'-2" 11'-6" 8 7 1/E2 I I
BOAT LIFT
10,000 LB
(2)1PROPOSED 8'-7 1 /2
12 —6
' I 12� DIA. 2.5 CCA
N
�
-0I
ABOVE DECKING
D(3)PROPOSED
z
10" DIA. 2.5 CCA
ABOVE DECKING
C
(2)PROPOSED� (TYP.)
z
12 DIA. MOORING
m
iPILING (TYP.)
C A N
A L
SCALE ~1-10,..,
W.B.W. 72 f �'a
TITLE PROPOSED
NAME LILIANA HERNANDEZ
DATE
OSCAR M r BERMUDEZ PEE P E x .L
10851 S OCEAN DR.
9/29/14
Reg. FIorido No 55f41 -,
`F_
3�,1�
DOCK &BOAT LIFT
WINDMILL VILLAGE COND.
P y� K
-, y
REV
PAGE
PLAN VIEW2
LOT III & LOT112
-r
JENSEN BEACH FLORIDA
OF
, �,�n �,
�''7Gb s 7TH smEEr+FGRf PJEric� FL s+aso
,�(772); 708 7765 (+ A 7 2 —708 7,787'
� 5
Stainless) Steel Piling Mount Bracket
With 2-3/8" Bolts Connecting The
Bracket i o The Assembly.
2-3/8"x3" Stainless Steel Lag Bolts
Into The Side Of Piling
FASTENING DETAIL
BOATLIFT TO PILING
10.000 #
HURRICANE
ALUM LIFT 4' 12' 3'
I
EXISTING
DOCK
EXISTING I I
LOT 111 1 i LOWER BEAM
CONCRETE
SEAWALL I I
I
. 4't
I 6't
4't
I I I FLOOR-J I I
I I I BOTTOM I I
II II II
II II II
Lvd L/-L Lv-
VIEW A -A
N.T.S.
(4) 12" DIA.
2.5 CCA MARINE
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
2"x10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
BOLTS, NUTS, AND WASHERS. (TYP.)
(2 EA.) PER PILE 2"x10" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
WASHERS (TYP.)
2"x10" #2 GRADE P.T.WOOD
TO SUPPORT DECKING
kTOE— NAIL SS NAILS
INSIDE STRINGERS
TO CROSSMEMBER (TYP.)
INEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
I I ABOVE DECKING
PILINGS TO BE VIBRATORY DRILL
TO 10 TON LOAD
AS NECESSARY TO
PROVIDE ADEQUATE
BEARING & STABILITY
I
I _
TITLE NAME LILIANA HERNANDEZ DATE OSCA M. BRMUGE%Z,Fz, P.E., Date:
9/29/14
Rey. -Florida No.-55141
SECTION A -A 110851 S OCEAN DR. _ I Q(23 �►
WINDMILL VILLAGE COND.
DOCK &BOAT LIFT LREV PAGE LOT 111 & LOT) 12 3 OF 5
?Ob S 7M MIIT..VCRT PIERCE_ 1?: 149M
JENSEN BEACH, FLORIDA cnay ?os-ram .: cnZ,.,=r�-»g7
I `
5 1 /2" —
B
— 6»
4,-2»
BOATLIF )
5" 12" DIA.
'-10
PILING
5' —10"
BOATLIFT
12" DIA.
PILING
12' ;I
I
—10' —8"
EXISTING CONC.! SEAWALL
3'
ANEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING
BELOW DECKING
B
2x6 PT WD DECKING
10 PT WD STRINGER (TYP.)
-NEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING
ABOVE DECKING
2xI10 PT WD CROSS MEMBERS
EX SIDE PILING (TYP.)
NEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING
BELOW DECKING
�10 PT WD STRINGER (TYP.)
LOT 1 12
DOCK PLAN IVIEW
SCALE 1/8=1'-O"
I IAtiJ[)L —
MLw- —
6'f
4'f 1
I I \-FLOOR
I LiI I BOTTOM
(8 EA.) 16d NAILS (TYP>)
2"XB" INTERIOR STRINGERS.
24" MIN LAP SPLICE
X��
DETAIL OF CENTER STRINGER LAP SPLICE JOINT
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
2"x10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
BOLTS, NUTS, AND WASHERS. (TYP.)
(2 EA.) PER PILE 2"x10" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
WASHERS (TYP.)
2"x10" #2 GRADE P.T.WOOD
18" O/C TO SUPPORT DECKING
TOE- NAIL SS NAILS
INSIDE STRINGERS
TO CROSSMEMBER (TYP.)
I I NEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
BELOW DECKING
PILINGS TO BE VIBRATORY DRILL
I TO 10 TON LOAD
AS NECESSARY TO
(VIEW B—B PROVIDE ADEQUATE
drs BEARING & STABILITY
I .
TITLE NAME! LILIANA HERNANDEZ DATE OSCAR,. BERMUDEZ,P.E. P.E. Date:
LOT 112 i 9/29/14 Reg `Florido No. 55141toll;
S OCEAN DR. I r
DOCK PLAN WINDMILL VILLAGE COND.
LOT 111 & LOT112 REV PAGE
SECTION B-B 4 OF s
,�78 M. S:REG. i0AT M. ..• CE :34f15,;
JENSEN BEACH, FLORIDA (7121-S 7:a-n95 (772'!7Z -779
ly.
(2 EA.) PER PILE 2"x10" #2
WOOD CROSS M
NEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING I
BELOW DECKING
EXISTING CONCRETE SEAWALL Ic
I
4' 3'-8„
NEW 10" DIA. 2.5 CCA 69I 2"
MARINE TREATED WOOD PILING j C
ABOVE DECKING
2x6 PT WD DECKING
2"00" #2 GRADE P.T.WOOD
8'-4 1 /2" * 8'-4 1 /2"
<s
TI
5'-7"
7'-7" 8'
11'-6"
8'-7 1 /2"
(2)PROPOSED
12" DIA. 2.5 CCA
ABOVE DECKING (3)PROPOSED
LOT 111 10" DIA. 2.5 CCA
DOCK PLAN VIEW ABOVE DECKING
(TYP.)
SCALE 1/8=1'-O"
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
.4' 2%10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
io BOLTS, NUTS, AND WASHERS. (TYP.)
2 EA.) PER PILE 2'k10" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
f WASHERS (TYP.)
_gAPPROX M.H.W.
APPROX M.L.W.
_
2"x10" #2 GRADE P.T.WOOD
4' TO SUPPORT DECKING
TOE- NAIL SS NAILS
INSIDE STRINGERS
TO CROSSMEMBER (TYP.)
I NEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
I I ABOVE DECKING
PILINGS TO BE VIBRATORY DRILL
TO 10 TON LOAD
AS NECESSARY TO
PROVIDE ADEQUATE
BEARING & STABILITY
j VIEW C-C `
N.T.S.
TITLE
LILIANA HERNANDEZ DATE OSCAR= M.= BERMUDEZPi Z, P.E. Oate:
LOT 111 I 10851 S OCEAN DR. 9/29/14 Reg. Flor_�a , No. 55141'
DOCK PLAN WINDMILL VILLAGE COND.
REV PAGE
LOT 111 & LOT112
SECTION B-B s OF s `—`" �I
JENSEN BEACH, FLORIDA i°i4-r��e-» Fl,,T72LC FL
i
LOT 1
A
NEW 10" DIA. 2.5 CCA II
MARINE TREATED WOOD PILING I I
BELOW DECKING I I
I �
i
HURRICANE BOAT LIFTS
CATEGORY-5 VERTIC.
OU-TO-DUT
NO
Stainless Steel Piling Mount Bracket
With 2-3/8' Bolts Connecting The
Bracket To The Assembly.
2-3/8'x3' Stainless Steel Lag Bolts
Into The Side Of PDing
PILE MOUNT DETAIL
THE WORK SPECIFIED HEREIN HAS BEEN
NOTE,
THIS LIFTING STRUCTURE HAS BEEN DESIGN]
WITHOUT A BOAT ON THE LIFT PER ASCE 7
SPEEDS OF V"t=90 MPH IN EXPOSURE 'C' 0
OWNER OR TENANT TO REMOVE OR
BEING A HURRICANE WARNING OR I
CONTAINED HEREIN. Vasd MAY BE
RATIOS AS CONFIRMED BY OTHERS,
DIMENSION.
CERTIFICATION OF BOAT LIFT TO
ONLY.
THIS DETAIL IS PREPARED AS A G
SEASONED WOOD WITH G=0.55 OR I
ENGINEERING MAY BE REQUIRED AS
THIS DETAIL. AS THIS IS NOT A S
ALUMINUM
MATERIAL, 6061 T6 ALUMINUM
ALL WELDS ARE MIN. 1/4' FULL F:
VERIFIED BY OTHERS.THE CDNTRAC
FASTENERS
LIFTS ENGINEERING
�1_ H.S.
DIRECT DRIVE
OPTION
SPECIFICATIONS
io
PIUNG
SPACING
Lift
A
B
RECOMMENDED
CAPACITY
PILING SIZES
4,500 LB
150'
132'
8' To IV ➢IA
7,000 LB
150'
144'
6' To 10' DIA
Piling Penetration
10,000 LB
150'
150-
9' To 10- DIA
To Be 10' Into The
13,ODO LB
ISO-
150'
9' To 10- DIA
Sand Bottom Or 5'
16,000 LB
150'
168'
9- To 10- DIA
Into The Rack Strata
20,0013 LB
168'
l68'
10' To 12' DI
Recommend
24,000 LB
192'
l92'
10' To 12' DI
6 Piles
A mn-TD-NT
B CENTER-TD-QNTER
5 6
7 8 9 10 11
I
Top
2 Cradles
Bunk
Guide
Drive
Flat Pit
E.B.D.
M.S.
Lift
Henn
Channel
per lift
1-Bean
Board
(PT)
Cable
Size
Pit
Hearings
Shaft
Gear
Motor
Gear
Motor
Gear
Motor
Genr
Gear
Cap.
I
Slze
Size
Carpeted
Height
SizeP.
1{p
Motor
H.P.
2 Ea.
6'H x 4'V
(4)
(2 Ea,)
(2 Ea.)
(2 Ea.)
(2 Eo.)
4,500N
4H x .15
x .29/.19
3/4 M.P.
3/4 H.P.
3/4 H.P.
t t/2 HP
2Wx.23
x 132' 8
5/16,
5'
120/20A
120/20A
120/20A
1
150' Lg.
4A3 Wt./Lin Ft.
SST.
240/l0A
240/10A
240/l0A
240/10A
5 x aS
611 x 4'V
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
7,000#
x16 W
x .35/.21
x 144. 2
1 Part
(5 Ea.)
1 HP.
120/20A
1 H.P.
120/20A
1 H.P.
0/
1 1/2 H.P.
150' L
4.70 Wt✓Ft.
2'x8'x144'
CARPETED
6' 6'
2- Solid
�
a
240/l0A
240/IOA
2Lln 40/10A
0A
240/l0A
I
6
8'H x 51V
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
10/0000
xn.17
2. W
x 35/23
x 150. 8
a
3/4 H.P.
3/4 H.P.
120/20A
3/4 H.P.
120/20A
1 1/2 H.P.
I
x9
l50' L
6.18 Vt./Lln FL
(4)
5/16'
6061-T6
ALUM.
120/20A
240/l0A
240/10A
240/10A
240/l0A
I
a•
7 x J7
8'H x 51V
x AIX 25
(2 Ea.)
(2 Ea.)
13,0000
2.725 W
x 150. 8
w m
1 HP.
l 1/2 H.P.
150' La.
7.02 Wt./Lin Ft
SST,
w =
y y
24D/IOA
(2 Ea.)
(2 Ea.)
240/10A
7
10'H x 6'W
3'xl0'x144
<2 Ea.)
16,000N
x.210
3.1g31 V
x .4l/25
x 169. 8
Carpeted
2 Part
�-
1 H
1 H.P.
1 1/2 H.P.
1501 L
.64 Wt/Lin Ft
240/I0A
N/A
240/IOA
240/I0A
8H xa2
10'H x 6'V
x .41/25
'x10'x168
(4)
C6 Ea.)20,000N
(2 En.)
3.7� W
x 168. 8
Carpeted
�'P
10,
1 1/2 H.P.
168' L .
,64 Wt✓Lln Ft
5/16'
SST.
2' Solid
6061-T6
N/A
240/10A
a•
10'H x 6'V
'x10'xl92
(2 En.)
24,�0
3.X W
x
x .50/29
x 192. 8
Carpeted
ALUM.
1 1/2 HP.
192' L
10.28 Vt/un Ft
3 Part
240/10A
IESIGNED & ALL WORK SHALL BE 1N ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE.
i
I TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Vull 180 MPH, VAw - 139 MPH (3 SEC. GUST) EXPOSURE 'D'
0 USING ABOVE GROUND SIGN/VALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAN➢ WIND
80 MPH IN EXPOSURE '➢'.
LIFT DURING WINDSTORM EVENT IN EXCESS Vasd AS CALATED BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY
OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE
N THE STRUCTURE OR PART THEREOF BURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE US. WEATHER BUREAU AS
LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
I BY THE FOLLOWING FORMULA- Vasd - V OA ■ Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
h - 0.75, FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TDP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS] ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE
SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
INED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR, CARE SMALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
.IFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE.
FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
INSULATE ALUMINUM MEMBERS FROM DISSIMIAR METALS TO PREVENT ELECTROLYSIS
ALL ANCHORS TO BE H1LT1 BRAND 13R MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL L MEET THE REQUIREMENTS [IF ASTM A304 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD L BOLT HEAD & BETWEEN WOOD L NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT 1I OR RED HEAD TMRU BOLTS EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEIGHT) I1.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FL13RIDA BUILDING CODE. ALL WELDS PER FLORIDA BUILDING CODE.
B&B CONSULTING ENGINEERS,INC. HASNOT VISITED THIS JOBSITE. INFORMATBON CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. B&B
CONSULTING ENGINEERS,INC. SHALL NOT BE HELD RESPONSIBLE 1IR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS WORK SHALL BE VERIFIED
PRIOR TO CONSTRUCTION.
BLB CCNSULTING ENGINEERS,INC. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPGN DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO
MO➢IFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION 1IF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. et at. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS,CALLED FOR BY LOCAL, STATE, L FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
CERT]FICATION OR AFFIRMATIONS ARE INTENDED. Oscar M. Bermudez, PE. DA1'E1 i-7l
HURRICANE BOAT LIFTS Reg. Florida No. 55141
3301 S.E. Slater Street B&B Engineers,
Stuart, Florida 34997 706 S. 7th STREET
(772)-781-2556 ; FT. PIERCE, FLORIDA 34950
Fax (772>-781-4854
R.,,rw Dona v[cmuTloa LAtCf TD oax¢ AT MN 7lt �Z,, on/r
66-0269314-002
(SDalte:
rimndeiyboatVA aid moorigpifesManmadecanal
Daober 28,2014
at:
PROPERTY LOCATION
WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1
UNIT 111 AND PRO-RATA SHARE IN COMMON
ELEMENTS (OR 1721
WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1
UNIT 112 AND PRO-RATA SHARE IN COMMON
ELEMENTS (OR 1721
XLE I - MME LILIANA HERNANDEZ lm-m
10851 S OCEAN DR. 9/29/14
LOCATION WINDMILL VILLAGE COND.
LOT 111 & LOT112 REV PAGE
JENSEN BEACH, FLORIDA 1 of s
I
1� I
W
Z
}}J
F-
o'
W
0-
0
0_
0_
r�
N
L 0 T 11
—(5)PROPOSED
10" DIA. 2.5 CCA
BELOW DECKING (IYP.)
30' P L
W
_z
J
W
d.
0
Q_
N
3'-
25' r �=
A I -gym
z'i
12'-6"
EI`I 1'
PROPOSEDI DOCKI � 1�7 §.F I
i I I :I 4E"PG 5�OF 51'11 'j 8
6'-2" 11'-6" 8'-7 2 1 ;
C (2)PR OPOSED 8'-7 1/2 I
12'-6" 12" DIA. 2.5 CCA
ABOVE DECKING
�I
D
(3)PROPOSED
Z 10' DIA. 2.5 CCA
(2)PROPOSED- ABOVE DECKING
1- I (1YP.)
z 12 DIA. MOORING
m PILING I(TYP.)
LOT 112
EXISTING
CONC. SEA WALL--\
30' P L
13,
;PROPOSED'=��-
8' _................
L 9 6 S..-I-
DECK_...
-SEE, PG 4 OF
W
z
.J
W
d
0
0_
LOT 113
i�
V7
tn
�A
17'
`PROPOSED
50 S.F. PIER
R
PROPOSED
LOCATION
BOAT LIFT
10,000 LB
C A
N A
II
W.B.W.
72' f
TITLE PROPOSED
NAME LII_,IANA HERNANDEZ
DATE
DOCK &BOAT LIFT
10851 S OCEAN DR.
WINDMILL VILLAGE COND.
9/29/14
PLAN VIEW
LOT 111 & LOT112
RE�2OF
JENSEN BEACH, FLORIDA
N
L
SCALE 1=10
OSCAR M'.BERMUDEU P.E. FW4:
Reg. r1606tl No. 55f4t) lap
1. rECT, FORT PIE.�E'11 A49i
h77&i ' rTiY716'
Stainless Steel Piling Mount Bracket
With 2-13/8" Bolts Connecting The
Bracketl To The Assembly.
2-3/8'jx3" Stainless Steel Lag Bolts
Into The Side Of Piling
FASTENING DETAIL
BOATLIFT TO PILING
10,000 # I
HURRICANE
ALUM LIFT 4' 1 2'
EXISTING I
DOCK
EXISTING ' I
CONCRETE rLOWER BEAM
SEAWALL f I I
4'f
4't 1
I I I I FLOOR-J I I
I I I I BOTTOM I I
II II II
II II II
VI EW A -A
N.T.S.
(4) 12" DIA.
2.5 CCA MARINE
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
2"x10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
BOLTS, NUTS, AND WASHERS. (TYP.)
(2 EA.) PER PILE 2"x1O" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
WASHERS (TYP.)
- 2"x10" #2 GRADE P.T.WOOD
TO SUPPORT DECKING
kTOE- NAIL SS NAILS
INSIDE STRINGERS
TO CROSSMEMBER (TYP.)
INEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
I I ABOVE DECKING
PILINGS TO BE VIBRATORY DRILL
41 TO 10 TON LOAD
AS NECESSARY TO
PROVIDE ADEQUATE
BEARING & STABILITY
I '
TITLE NAME LILIANA HERNANDEZ DATE OSCAR M. BERKAbbE7,P:E, P.E. bole:
9/29/14 Reg. -Flo da No. 55141
10851 S OCEAN DR.
tCf123
SECTION A —A i WINDMILL VILLAGE COND. M1, - „ • ll "l
DOCK &BOAT LIFT? LOT 111 & LOT112 REV PAGE
I 3 OF 5 -�J 7, 68Si*.:: sREn. FGiF PIEAC FI y 7800'•
JENSEN BEACH, FLORIDA c7�7r7a8-7; tns}�-�7e
►4
5 1 /2" -
B
6„
4,_2»
BOATLIFTJ
5» 12" DIA.
'-10
PILING
5' -10"
BOATLIFT
12" DIA.
PILING
TITLE LOT 112
DOCK PLAN
SECTION B-B
12'
EXISTING CONC.
SEAWALL NEW 10" DIA. 2.5 CCA
11 MARINE TREATED WOOD PILING
11B BELOW DECKING
2x6 PT WD DECKING
00 PT WD STRINGER (TYP.)
33I
—NEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING
ABOVE DECKING
-2x10 PT WD CROSS MEMBERS
EA SIDE PILING (TYP.)
NEW 10" DIA. 2.5 CCA
MARINE TREATED WOOD PILING
BELOW DECKING
2x10 PT WD STRINGER (TYP.)
LOT 112
DOCK PLAN VIEW
SCALE 1/8=1'—O"
4't
MHW _
— ML1dL —
6'f
VIEW B-B
N.M.
(8 EA.) 16d NAILS (TYP>)
2"X8" INTERIOR STRINGERS.
24" MIN LAP SPLICE
DETAIL OF CENTER STRINGER LAP SPLICE JOINT
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
2"x10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
BOLTS, NUTS, AND WASHERS. (TYP.)
(2 EA.) PER PILE 2"x10" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
WASHERS (TYP.)
2"x10" #2 GRADE P.T.WOOD
18" O/C TO SUPPORT DECKING
TOE— NAIL SS NAILS
INSIDE STRINGERS
TO CROSSMEMBER (TYP.)
I I NEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
BELOW DECKING
PILINGS TO BE VIBRATORY DRILL
TO 10 TON LOAD
AS NECESSARY TO
PROVIDE ADEQUATE
BEARING & STABILITY
NAME LILIANA HERNANDEZ DATE
10851 S OCEAN DR. 9/29/14
WINDMILL VILLAGE COND.
LOT 111 & LOT112 REv F4OF
JENSEN BEACH, FLORIDA
l
- a �
f.-
OSCAR 1,18 BERMbbiz;'.�, 'P.E. Cute: l�
Reg. F!oria ;No. 55141
JVa
(2 EA.) PER PILE 2"x10" #2
WOOD CROSS I
NEW 10" DIA. 2.5 CCA—
MARINE TREATED WOOD PILING
BELOW DECKING
(ISTING CONCRETE SEAWALL
2x6 PT WD DECKING-
- 2"00" #2 GRADE P.T.WOOD
,- 8'-4 1 /2"+ 8'-4 1 /2"
I
4' 3'-8"
'11 11 1111 5'-7„
7'-7" 8'
2 CCA
NEW 10"MARINE TREA EDDWO( PILING 6' I2" 11'-6" 8'-7 1/2"
ABOVE DECKING
C � 8'-7 1 /2'
(2)PROPOSED
12" DIA. 2.5 CCA ABOVE DECKING (3 )PROPOSED
LOT 111 10" DIA. 2.5 CCA
DOCK PLAN VIEW ABOVE DECKING
I SCALE 1/8=1'-0" (TYP.)
EXISTING
LOT 111
CONCRE I
SEAWALL
Al
II
NEW 10" DIA. 2.5I CCA I I
MARINE TREATED WOOD PILING I I
BELOW DECKING I i i
TITLE LOT 111
DOCK PLAN
SECTION B—B
2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK
SCREWS ® EACH CONTACT POINT W/STRINGER,
1/2" GAP BETWEEN DECK BOARDS
4' 2"x10" #2 GRADE P.T.WOOD
STRINGER WITH 1(EA.) 5/8" DIA. S.S.
ii BOLTS, NUTS, AND WASHERS. (TYP.)
2 EA.) PER PILE 2"00" #2 GRADE
WOOD CROSS MEMBER WITH (2 EA.)
5/8" DIA. S.S. BOLT, NUTS, AND
t WASHERS (TYP.)
�APPROX M.H.W.
APPROX M.L.W.
_
t 2"x10" #2 GRADE P.T.WOOD
4TO SUPPORT DECKING
TOE— NAIL SS NAILS
INSIDE STRINGERS
I I TO CROSSMEMBER (TYP.)
I I NEW 10" DIA. 2.5 CCA
I I MARINE TREATED WOOD PILING
I I ABOVE DECKING
f—PILINGS TO BE VIBRATORY DRILL
TO 10 TON LOAD
AS NECESSARY TO
PROVIDE ADEQUATE
BEARING & STABILITY
VIEW C—C
N.T.S.
,ILIANA HERNANDEZ DATE
10851 S OCEAN DR. 9/29/14
DMILL VILLAGE COND.
LOT 111 & LOT112 REV PAGE
'SEN BEACH, FLORIDA 5 OF 5
OSCAR M:. BERkIIJT,)EZ-.F.•c:,• F'.E. ...Date:
Reg,-Flordc No. 56,4i l�
70'6 1: 1ST:. ET.."u F}C�Rtx 9L..34pao
(n:y-sae-77e - t7:�)-roe .r�a7
ref
HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
'A
OUT -TO -OUT
Ell
Stainless Steel Piling Mount Bracket
With 2-3/8' Bolts Connecting The
Bracket To The Assembly.
2-3/8'x3' Stainless Steel Leg Bolts
Into The Slde,Of Piling
PILE MOUNT DETAIL
Il 8 ® U.KSX2 FLAT PLATE E.B.D. 9
DIRECT DRIVE GEAR GEAR
DIRECT DRIVE OPTION OPTION OPTION
OPTION PILING SPACING
Lift Y A B RECOMMENDNG S 3
L
500 LB 150' 132• 8' To 10• DIA
000 LB 150• 144• 8' To 10' DIA Piling Penetration
10,000 LB 150' 150' 9' To 10- DIA To Be 10' Into The
I,=
40D LB 150' 150' 9' To 10' DIA Sand Bottom Or 5'
000 LB 150' 168' 9' To 10' DIA Into The Rock Strata
,000 LE 168' 16a' 10' To 12' DI Reconnend
LB 192• 192' 10' To 1271-1A 6 Piles
A art-m-wT B CENTER -TO -CENTER
2 3 4 5 6 7 B 9 10 11
op
IBeTon
2 Cradles
Bunk
Guide
Drlve
Flat Pit
E.B.D.
KS
UILSJI2
Lift
per lift
Board
Cable
Si2e
post
Bearings
B
Shaft
Gear
Gear
Gear
Gear
Cop.
Channel
I -Bean
(PT)
Height
Size
Motor
Motor
Motor
Motor
Size
Size
Carpeted
H.P.
H.P.
H.P.
H.P.
2 Ea.
6•H x 4'V
C4)
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 EO
4,5000
4jH x235
x 29/1
3/4 HP.
3/4 H.P.
3/4 H.P.
I t/2 H.P.
Wt./Lin
5/16'
5•
120/20A
120/20A
120/20A
l50' L .
8
4.03 Ft.
SST.
240/I0A
240/IOA
240/10A
240/IOA
x 15
6'11 x 4'W
(2 Ea.)
(2 Ea.)
(2 En.)
(2 Ea.)
7,000N
'5
g� S V
x .35/21
x @
1 Part
(5 Ea•)
zo
1 H.P.
1 H.P.
1 H.P.
t 1/2 H.P.
Ix26
I50' L .
t./
4.70 Wt./Lin Ft.
2'xS'xl44•
CARPETED
6. 6•
2• Solid
.. iL
120/20A
240/10A
120/20A
240/10A
120/20A
240/I0A
240/10A
6H xa.17
8'H x 5'V
(2 Ea.)
(2 a.)
(2 Ea.)
(2 Ea)
10,000t
2 W
X19
x .35/23
x I50' @
a
3/4 H.P.
3/4 H.P.
3/4 H.P.
1 l/2 H.P.
ISO' L
6,18 Vt./Lin Ft.
C4)
5/161
6061-T6
ALUM,
es >
W
sd
120/20A
240/10A
120/20A
240/I0A
120/24A.
240/10A
240/10A
7 xL%7
x�41/25
C2 Ea')
<2 Ed.)
13,0000
x721 Wx
ISO' @
a m
1 H.P.
1 1/2 H.P.150•
L
A2 Wt./Lin Ft.
SST.
2 part
a =
y 8
240/10A
C2 Ed.)
(2 Ea.)
240/10A
7Hw210
10•M x 6'W
3•x10'x144
<2 En.)
16,000E
3S OV
x 41/.25
x 168' @
Carpeted
P
I KPrH
I H.P.
1 1/2 H.P.
150' L .
8,64 Wt./Lin Ft.
240/10A
N/A
240/f0A
240/10A
a•
3M7
30'H x 6•V
x
'x10'xl68
(4)
<6 En.)
(2 EnJ
20AOOR
W
w4
.41/.25
x 168• @
Carpeted
10
1 I/2 H.P.
168' La.
8.64 Wt./Lin Ft.
5/161
SST.
2' Solid
6061-T6
N/A
240/10A
8 xa.2
1I'H x 6'W
'x10'x192
<2 Ed.)
24,000
3.7A W
x.
x .50/29
x 192• a
Carpeted
ALUM.
1 1/2 H.P.
192• LQ,
10.28 Vt./Lln Ftj
3 Part
240/10A
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED ALL VORII SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE.
NOTE -
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITH TAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Vdt- 180 MPH, VAD • 139 MPH (3 SEC. GUST) EXPOSURE 'D•
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAN➢ WIND
kSPEEDS OF Vim,=90 MPH IN EXPOSURE 'C' OR 80 MPH 11 EXPOSURE 'D'.
ER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURI G WINDSTORM EVENT IN EXCESS Vnsd AS CALATED BELOW, PER FBC 310S.S.3 STRUCTURES DESIGNED TO BE READILY
U13R
REPOSITIONED BURNING PERIODS OF .HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE
TENANT TO REMOVE OR REPOSITION THE STRUCTURE DR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
RR1CANE WARNING OR ALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED IXt IMPLIED, IS
SIN. Vnsd MAY BE CALCULATED BY THE FOLLOWING FORMULA, Vnsd e V M6 ■ Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOVING
BY OTHERS- B/s-3, s/h a OHS! FOR A Cf of L6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
'•NG STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERSN ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
{.M-SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN. THE DESIGN. WOOD PILES SHALL BE
`.D ANY ISPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
Y THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
RAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY I3F INSTALLATION TO THE HOST STRUCTURE.
.FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
INSULATE ALLMINLIN MEMBERS FRDM DISSIMILAR METALS TO PREVENT ELECTROLYSIS,
L BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH
WOOD 6 BOLT HEAD 4 BETWEEN WOOD 6 NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
11R RED HEAD THRU BOLTS EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
WM&RATE
' OR POLYETHYLENE TAPE UHMV (ULTRA HIGH MOLECULAR
ELDS PER FLORIDA BUILDING CO➢E.
ONTRACTOR SUPPLIED DATA AND MEASUREMENTS. B,B\. DATA OR MEASUREMENTS WORK SHALL BE VERIFIED
coma .In