HomeMy WebLinkAboutProposed Plan ViewMoser Residence
10751 S. Ocean Dr., Lot A-8
Jensen Beach, FL 34957
MVVIMLW
Seawall V—Proposed
Dock
& Boat Lift
Dock: 4'x14'=56 sq.ft.
I I I I'll I I III, I I I I I III
a 10, 20'
Scale
Waterbody:
Artificial canal off of the Indian River
Width: greater than 100'+/-
The work specified herein
has been designed and all
work shall be in accordance
with the 2014 Florida
Building Code (5th Ed. First
printing March 2015).
All codes reference herein
as per the latest adopted
edition.
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Proposed Moser Residence Proposed Wilco Construction, Inc. Date: 9/4/17
Plan View Boat Lift and Dock (772)460-6928;FAX(772)460-6929
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
The work specified herein
has been designed and all
work shall be in accordanc
with the 2014 Florida
Building Code (5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
STRINGERS:
2"x8" 0.4 or 0.6 ACQ spaced
at max. 24" with min.1/2" SS
lag bolts on each piling (lap
spliced)
•
Blocks: ----
2"x6"xl2" 0.4 ACQ strap
blocks @mid stringers
(fastened wlmin. 3 ea.
min. 3" SS screws/nails)
Width: 4'
Decking:
2"x6" Tropical Decking fastened
wlmin. 2.5" stainless steel screws
(2)16d Toe
Nails Typical
Joist:
2"x8" 0.4 ACQ on
each side of piling.
Bolted wl 518"
SS cut rods.
M.H.W.
M.L.W.
CANAL BOTTOM
Pilings:
n. 8"0, 2.5 CCA
CPS wood,
pt
Ill�� 0
DECK
m
6' min. 1 1
penetration T T
Moser Residence- Wilco Construction,
Cross View Tropical Decking Inc. F
Structural
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HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
r"
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 Piling
PILE MOUNT DETAIL �fC
l9
UkLS, FLAT PLATE 9tE.B,D,9
DIRECT DRIVE GEAR GEAR
-CT DRIVE OPTION OPTION OPTION
OPTION PILING SPACING
Pift AB RECOMMENDED
TY PILING
4,50113 LB 151Y 132' 8' To La'DIA
7AM LB ISM 144' WTo tooDIA Piling Penetration
10,000 LB 1-1-9,-L.-
15V 9' To iM DIA To Be 10' Into The
1%a LH 15V 9• To 1M DIA Sand Bottom Or 5'
A 16. m LH 168' 9• To !M DU Into The Rock Strata
20,Om LBL tM To 12' Nrcoiwerxl
F4 L8192' 1M To I- 6 ,.
A 0uhm-art B cDm -T -wmm
2 3 4 5 6 7 8 9 10 11
Top
2p
Bunk
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b4,�e
Flat PitE.H.D,
IM
AILS.
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Post
Dear•k�ps
Shaft
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motor
Fieor
motor
Gear
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t ewt
SW
.
Stte
Carpeted
Height
S1xr
HP,
IMP,
motor
HP.
motor
HP.
E Eo.
6'H x 4N
(4)
(2 co
(2 EW
O2 EW
(2 EW
4,SOOi
4H x J5
,v
x ,,pp32gg'/1y
3/4 HP.
3/4 HP.
3/4 HP,
1 �•
L9
I3 VitJLh�Ft.
5/16'
SST,
g
120/20A
24o/10A
120/20A
240/10A
120/20A
210/la4
24on0A
x
@ C 3
(2 CoJ
a2 W
O Ea)-
7,000Y
.15
V
x 1�' B
1 Part
a EW
�r0
1 HP.
1 HP.
32240/�10A
1 HP.
1 1/2 HP.
I5V L
4.70 Vt/Lh Ft.
L-XW444
CARPETED
2' SOW
••
240/10A
L144MM
240/10A
x
5-
C2 Ed
(2 WO
EaJ
(2 EW
SO,OCOA
.17
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x 150@
tp/em
�120/am
1 H.P.
x
1S0'
6.19 WM Ft,
(4)
5/16'
6061-T6
ALUM.
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24o/im
24WIOA
Info A
240n0A
240n0A
x
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(2 EcJ
13A M
.17
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25
x I30'
1 H.P.
1 1/2 HP.
15V In
7.02 Wt./Lh Ft.
SST.
2 �t
�
240n0A
(2 EN
i HIP,
O Ed
t HIP,
240/l0A
(2 w
1 L2 HIP.
1fi.000M
71PX%!0'HA4�1x��
6
x
�.,du
�
lw a
VtJLln Ft.
Carpeted
M3/A
24MOA
P40/10A
140
(4)
(6 W240nw
ZDANa71
V
''(�a.
x 1 f
CoP'Peted
10'
1 Ire HP.
1
4 Vt✓ A Ft.
5/16'
2' Sow
6061-T6
N/A
240n0A
x
10'4 x 6'V
,M
(2 w
24
x741V
x 1w [
C-,prpd
AL M
1 VT HP,
192' L
028 Vt/Lh F
3 Port
240/10A
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED 6 ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS 13F THE 5th EDITION 2014 FLORIDA BUILDING CODE
NOTE -
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH VIHD SPEEDS V,n= 180 MPH, V 139 MPH (3 SEC. GUST) EXPOSURE 'D'
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROMD SIGN/WALL METHOD, TINE LD'TONG STRUCTURE INCLUDING BOA HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS 13F V,„ - 0 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE W.
HY THE FOLLOVDNG FOtMILN Vasd • V CA ■
075, FOR A Of of L6 HAXDW MERE H IS
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL IR IECHAHECAI. CERTIFICATIONS ARE BY OTMERSi ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
ONLY,
THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DES= V® PILES SMALL BE
SEASONED WOOD WITH G-OM IR BETTER. SHOULD ANY SPECIFIC LOCATION DIFMR FROM WT SPECIFIED HEREIN, OR STAM M FIELD CONDITIONS, ADDITIONAL SPECIFIC
fliG4NEEIM MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
TIES TETATL AS THIS IS ACT A SRTE SPECIFIC DRAWING, IT TS TIE RCSPO21113LITY OF OTHERS TO ENSURE THE I MUMTY OF DSTMLLATM T4 RE 4821 MRIJOIL .
ALI MIMM
MATERIA4 6061 T6 ALUMINUM
ALL WELDS ARE MIN 1/4• FULL FILLET VELD USING 5SS6 FILLER ALLOY. ALL WELDING MUST C OMM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
FVERIFIED
ASTENERS Y OTHMTHE CONTRACTOR IS RESPONSIBLE TO INSULATE ALIIOAIMM MEMBERS FROM DLSSIM AR METALS TO PREVENT ELECTROLYSIS ALL ANCHORS TO BE HO.TI BRAND IR WR EQUIVALENT. ALL DOLTS SMALL BE MOT DIPPED GALVANQED, OR STAINLESS STEM A MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED VASFERS AND HEX NUTS WASHERS STALL BE USED BETWEEN VOID 6 BOLT HEAD A BETWEEN W® i NUT. VHEIRE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SMALL BE EQUAL TO 13R GREATER THAN HILTI KV1K QO.T II IR RED HEAD TRW BOLTS OBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND DO HOT INCLUDE THICKNESS IF STUCCO OR OTTER FDMISHES
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND VOID SHALL BE PROTECTED BY 'KIPPERS BITRAGNOUS PAINT' OR POLYETHYLENE TAPE UMMV (ULTRA HIGH MOLECULAR
WEIGHT) U.7 REs (0.30 FPO MIN TOTAL THICKNESS NESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE.
BIB MNSULTYtEi ENG %RS,OC. HAS IIOT VISITED THIS JOBSITE INFORMATION CONTAINED HEREIN IS SABER ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS BIB
COSULTING ENGOEEAS,IMC. MCA,
YE FEUD RLSPOS>OLE O<t LIME DN ANY VAY FOR IRAO MUS OR D hCCURATE DATA DR MEASURiMEN'M WORK SPJ" ME VERIFIED
PRIOR TO CONSTRUCTION.
B&B CONSULTING ENGDEERS,DIC. SHALL BE NOTIFIED AND RIVEN AN OPPORTUNITY TO REEVALUATE OAR WORK UPON DISCOVERY OF ANY INACCURATE: INFIIRMIHTION PRIOR TO
MODIFICATION HF EXISTING FIELD CONDITIONS AND FADOCATDON AND INSTALLATION IF MATERI"
QRGIREERIIG SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE tF THIS SPECIFICATION BY CONTRACTIR, at aL INIEJNIFIES L SAVES
HAIKESS THIS ENGINEER FOR ALL COSTS 6 DAMAGES INCLUDING LEGAI. FEES L APPELLATE FENS RESLILT1NG FROM MATERIAL FABOCATUR SYSTEM ERECTION R CONSTRUC IZIN
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL., STATE, 6 FEDERAL CODES i FOM DEVIATIONS tF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HM3N, NO
CERTIFICATION OR AFFDiHAT10NS ARE INTEMM
THIS SPECIFICATION SHEETdiAOD ONLY AT THIS NAME AND ADDRESS
VOIDsWMiOUTSiURRr2ANE SEAL OVER NAME '
NAME, G
ADDRESS 'S' Di• (� - VC ❑scar M. Bermu ez PE. DATE,
CITY rt twc,�STATE- 5- ZIP. Reg. Florida No. 51
HURRICANE 'BOAT LIFTS B&B Engineers,✓
3301 SE 'Slater Street
Stuart, Florida 34997 N,2237 Woods Edge Circle -
(772)-781-2556 Orlando FL, 32817 ��
Fax (772)-781-4854