HomeMy WebLinkAboutEXIXTING LAYOUTN
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(50' R/W CANAL)
LANE
BARREN BOTTOM
THROUGHOUT PROJECT AREA
(SAND BOTTOM TYPE THROUGHOUT)
RESOURCE OBSERVATION PERFORMED BY: '
MORGAN E. LOUDON ON 08 30 21.
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PROJECT INFORMATION:
'GAMAYO RESIDENCE
LOUDON & ASSOCIATES, L'LC.
POBOX F ,
PORT SALERNORNOFL 34992
EXISTING LAYOUT
1096NETTLES BLVD.
.
(772) 223.0105 OFFICE
SCALE: 1 ° = 10'
JP I. 4502-501SEN C 283.0 0.57
CLOUDON,@BELLSOUTH.NET.
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(50' R/W CANAL)
PROPOSED 1OK/12K 04
ELEVATOR BOATLIFT
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PO BOX 1138
PORT SALERNO, FL 34992
(772):223.0105 OFFICE
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OWNER WILL SPECIFY EXACT BOATLIFT
LOCATION (APPROXIMATION NOTED ON
PLANS
BARREN BOTTOM —
THROUGHbUTPROJECT AREA
(SAND BOTTOM TYPE THROUGHOUT)
RESOURCE OBSERVATION PERFORMED BY:
MORGAN E. LOUDON ON .08 30 21
PROPOSED LAYOUT SCOPE ALL EXISTING STRUCTURES TO REMAIN.
INSTALL PROPOSED 10K/12K ELEVATOR LIFT ONTO EXISTING PILES
RESTING AGAINST THE EXISTING SEAWALL.
PROPOSED LAYOUT
SCALE: V =10'
1096 NETTLES BLVD.
JENSEN BEACH, FL34957
P.1+:4502.501.1283.000.5
SILT OR MUCK DOES
NOT CONSTITUTE FIRM
MATERIAL
BOATLIFT SECTION
EXISTING SEAWALL
OWNER WILL SPECIFY EXACT BOATLIFT
LOCATION (APPROXIMATION NOTED ON
PLANS
PROPOSED 10/12K
ELEVATOR BOATLIFT
10
12
11
10
9
8
7
- 6
5
4
3
2
1
. ELY. 0 NWO88
. I. A
MLw.I ......................... .2
3
-4
PROPOSED LAYOUT SCOPE ALL EXISTING STRUCTURES TO REMAIN.
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INSTALL PROPOSED 1 OKI12K ELEVATOR LIFT ONTO EXISTING PILES BARREN BOTTOM
RESTING AGAINST THE EXISTING SEAWALL. THROUGHOUT PROJECT AEA
(SAND BOTTOM TYPE THROUGHOUT)
RESOURCE OBSERVATION PERFORMED BY:
M'ORGAN E. LOUDON ON. 08 .30 21
ism
SULTANT INFORMATION:
LOUDONA ASSOCIATES, LLC.
PO BOX 8 PROPOSED LAYOUT
PORT SALERNERNO; FL34992
y (772),223_0105OFFICE SCALE: 1" =10'
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1096 NETTLES BLVD.
JENSEN BEACH, FL34957
0.1.:4502.501-1283.000.5
TI
MI
(NOT SHOWN)
INCLINE MOUNT OR VERTICAL MOUNT
j " -BEN ELEVATUR LIFT
STRUCTURAL ENGMERINGPREVIEW
EN DESIGNEO ASA MAIN WIND FORCE RESG7YAT-SY51EM.
THEFLORIDABUILIxNGCODE WIEDITION 2017.01APTEF
RMANCE OR INSTALLATION OF THIS PRODUCT. THESE GENERICOESIGN FEA7URESWERE ENGINEERED N ACCOROANCELNRt
IMENGIN MNGPRAC710ES BASED ON DATA PROVIDED BY THE MFMFACPAER THISSTRUOTURAL REUMWISLIMITED TO
ILMARI'FRAMNOANDCONNECTIONSAND SNOT INTENDED 10 COVERMCHANICALAND ELECTRCALCOMFONENTS THESE
4 FEATURESARE BASED ON STRUCTURAL CALCULAMr.71TLE05TRUCTLRAL CALCULATIONS FOR CaVATOW.WHIM
IN ADDITIONAL DESIGN RECUMBAENTS AND CRITERIA ANDARE AVAILABLE UPON RECU:W. WE BOAT LIFTS DEPICTED BY
DESIGNS AND RELATED CALCULATIONS HERE ENGINEERED AS MANUFACTURED Wit IJUCT FOR ImNSTR SPECIFIC USEAND
MEET THE DESIGN REOUMVAENTSAND PCIALLATION LIMRATIONSUSTED IN THE SIRICFUML CALCULATIONS- In
"THE: TRACK WAM6 SHALL BEADEOLLATELY BRACED LATERALLY ND WOE TOWN a FT; O C FOR ELEVATOR LIFTS
HSTANCE FROM TRACK WXXff TO SEA FLOOR LESS THAN S FEET, LATERAL BRACING IS'N�O"T' REOUR M
IDERSPE
RATMADAUMN
XGA3rff5, 6
239571-1578 RaJ FL id,b EM61
SIGNATURE NOT VALIDWITHOUT RAISED SEAL
(2)3/4*Ox3-1/4" LG.
STAINLESS STEEL
REDHEAD WEDGE
ANCHOR BOLTS
EDGE .DISTANCE OF ** -
BOLTS PER ACI +*
s 1.
•� ON 40K LIFT USE
(2) 1" DID. x 4-1/2" EMBED
TYPICAL.HORIZONTAL
CONNECTION TO REINFORCED
CONCRETE DOCK OR SEAWALL
\I
(3)3/4-6 STAINLESS
STEEL THRU-BOLTS
TYPICAL -VERTICAL
.CONNECTION TO WOOD
PILE OR HORIZONTAL
WOOD DECK FRAMING
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 18O MPH,EXPOSURE MD , RISK CATEGORY I. CALCULATED PER
FLORIDA BUILDING CODE 61h ED►TION,.2017,.ASCE/SE17--10 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS (GREATER THAN 75 MPH).,
ALL PRIMARY STRUCTURAL MEMBERS ARE TO.BE.6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING.MATERIALAND SHALL BE SPACED HORIZONTALLY WITHIN
THE LIMITS OF TRACK SPREAD 'E'. TRACKS SHALL BE ADEQUATELY BRACED LATERALLY FROM TRACK TO TRACK WHEN DISTANCE BETWEENTHE TRACK MOUNT AND SEA
FLOOR IS 9 FT. OR GREATER LATERAL BRACES SHALL BE SPACED AT NO MORE THAN 8 FEET APART. FOR LIFTS WITH DISTANCE FROM TRACK MOUNT, TO SEA FLOOR. LESS
THAN 9 FEET, LATERAL BRACING IS NOT -REQUIRED.
SUMMARY OF DESIGN FEATURES
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LIFTT
CRADLE
TRACK
BUNK
BOARDS
CABLE
TRACK
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DRIVE
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SIZE
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DLA
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702#/FT
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4 PART
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40.0009
CARPET
5001
6.7
Golden Manufacturing, Inc. 17611.East Street, North Fort Myers Florida.33917
Pub 11A1-19
1 11
51
PAGE I OF 4
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PUBLIC -RECORDS OF ST..LU.CIE COUNTY.
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SURVEY NOTES:
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