HomeMy WebLinkAboutENGINEERING-7 3
ENGINEEI
Jai
WIND L
CODE FBC 2017 6T11
WIND SPEF
INTERNAL A
y 3, 2018
CERTIFICATION:
DDITION/ FRC 2017/ ASCE 7-10
: 170 mph, 3 SEC. GUST
?OSURE:"D"
ONCE FACTOR: 1.0
RESSURE COEFF.: 0.00
JOB:
KRUPER RESIDENCE
44 AQUA RA DRIVE
JENSEk BEACH, FL
PAU
Mechanical El
1984 S.W.
Port Sai
;Phone
Email —1
Paul Welch,
FRECEIVED
JAN, 2 3 2018
.,ft C-Ownty, Permitting
ST. LUCIE COUNTY
BUILDING DIVISIO1
FOR 'DOMP f±
REVIEWED BY 44
DATE Q To-- tFj 1
PLANS AND PPERMIT
MUST BE KEPT ON JOB
NO INSPECTION WILL FEE
THESE PLANS AND ALL PROPOSED WORn
ARE 81jI3JF T TO ANY CURECTIONS
Rf;QUIRE) DY FIELD INSPECTOIIS THAT
MAY RE NECESSANY IN ORDER TO
00PAKY WITH AID APKIOAUL2 Qi 00.
CONCEALED FASTENERS ORATTACHMEM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
WELCH INC.
trical Civil Engineering
Itmore St. Suite# 114
Lucie, FL 34984
'72) -785 - 9888
,elchinc@aol.com
Fla Reg. No. 29945
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KRUPER =- - - Jerner &Associates, Inc. SHEET 1
- �� ` Marine& Environmental Consulting Date: 12120117
44 AQUA RA DRIVE 2537SEAlfonso Ave . Port St. Lucie, FL34952
Ph(772)283-2950
JENSEN BEA CH JERNER@BELLSOUTH.NET
25Canal
Encroachment
Proposed 12K Lift, 12' 0. C ,
9" Piles w 10' Penetration
Manmade Canal
Ebb/Flood
100' Wide
71
TOTAL DOCK AREA 398 SQ FT
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A WINDMILL VILLAGE BY THE SEA -UNIT
Varies
6'+
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KR UPER ' Jerner & Associates, Inc. SHEET 2
!J _ Marine& Environmental Consulting Date: 12/20/17
r 2537SEAlonsoAve. Port St. Lucie, FL34952
44 AQUA RA DRIVE f-_?=-�• �� -� � f
Ph(772)283-2950
JENSEN BEACH r :_ ;a a> f JERNER@BELLSOUTH.NET
Dock Section Thru
Live Load 40 Ibs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
Dock Plan View
11 ON] I III
--------- ---
011
RIVER BO DM
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KRUPER jerner &Associates, Inc.
Marine &Environmental Consulting Date: 12120117
44 AQUA RA DRIVE 2537SEAlfonsoAvc Port St. Lucie� FL34952
PIL(772)283-2950
JENSEN BEACH JERNER@BELLSOUTH.NET
BUNKS
ALUMINUM - STANDARD
CARPETED WOOD - OPTIONAL
RECEIVED
JAN 2'3 2018
5T. Lucie County, Partnitting
4 PILING BOAT LIFT
SPECIFICATION SHEET
❑c
2016
TOP BEAM (A)
iOPBEAM
LENGTH
5,W0 LB.
G" CHANNEL
12' 6'
7,W0 LB.
6' CHANNEL
IT 6'
10AM LB.
7" CHANNEL
1.
7"CHANNEL
IT 6"
RLB.
6"CHANNEL
1.
.i 4M I
SIZE DWG. NO. REV
A ENGINEERING
SCALE: AS NOTED SHEET 1 OF )
,•* 150
NOTE: LOAD SHOULD BE EVENLY DISTRIBUTED BY
POSITIONING THE CENTER OF GRAVITY DIRECTLY
IN THE CENTER OF HE LIFTING BEAMS AS SHOWN
IN THE ILLUSTRZAT(ON ABOVE.
0.
12ft6in
loft
b.
12ft6in
121161n
Ib.
12ft6in
12116in
Ib.
12ft6in
12116in
Ib.
12ft6in
14ft
MOUNTING OPTIONS:
'
TOP MOUNT
SIDE MOUNT
zQ
m
(A) 2X 1 /2" SS LAG BOLT
MOUNT HARDWARE
�i
T MIN. LENGTH
(B) 2X 1 /2" SS HEX NUT
5/9" X PILING DIA.
D22XX I/z XE2 SS HEX OLTW/ BY
_
7
3
LOCKS AND NUTS
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(B)
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CABLE ARRANGEMENT OPTIONS:
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SINGLE PULL
DOUBLE PULL
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ADLE BEAM (B)
BUNKS.(C ):
CABLESIZE(A )'
'
CABLE'
CONFIGUATIC
4'X6'X30'
B'ALUM
5/16'SS 7/19(-In')
SINGLE PULL
4'X6"X1V6"
B'AUM
511W SS 7/16(313')
SINGLE PULL
S'XB'X12'6"
8"AUM
5/16-SS 7/16(313')
DOUBLE PULL
5' X B- X 12' 6"
S' AUM
5/16" SS 7/16 (313-)
DOUBLE PULL
6" X 10" X 14'
IW AUM
5/16" SS 7/16 (313")
DOUBLE PULL
PH- 800-325-1116
FAX 252-747-4377
TIDETAMER.COM
P.O. BOX 1118
SNOW HILL, NC 28580
NAME
DATE
DRAWN
ACC
5-15-15
VJAMRMUT PSBBl CM
CHECKED
PROPRIETARY AND CONFIDENTIAL
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
ENG APPR.
COMMENTS:
THE INFORMATION CONTAINED IN THIS
TOLERANCES:
DRAWING IS THE SOLE PROPERTY OF
FRACTIONAL±
TIDE TAMER INDUSTRIES. ANY
ANGULAR: MACH± BEND ±
REPRODUCBON IN PART OR AS A WHOLE
TWO PLACE DECIMAL ±
WITHOUT THE WRITTEN PERMISSION OF
THREE PLACE DECIMAL ±
TIDE TAMER INDUSTRIES IS PROHIBTTED.
DO NOT SCALE DRAWING
H P MOTOR MINIMUMPILIN;, G
,DRIVE(E)' DI(IVESHAFT•
a.. (F- _ : SIZE&CITY.)_
DIRER DRIVE 3/4 H.P. (CITY. 2) 1-1/2' (SCH 40) 8- (CITY. 4)
220V 49A EACH
DIRECT DRIVE 1 H.P. (QTY. 2) 1-1/2' (SCH 40) W (CITY. 4)
220V 6.0A EACH
DIRER DRIVE 3/4 H.P. (QTY. 2) 1-1/2' (SCH 40) 8' (QTY. 4)
220V 49A EACH
DIRER DRIVE 1 H.P. (QTY.2) `1-1/2- (SCH 40) 8- (QTY. 4).
220V 6.SA EAC1
DIRER DRIVE 1 H.P. (QTY.2) 1-I/2' (SCH 40) 10- (CITY. 4)
220V 6.8A EACH
ENGINEERS SEAL
PAUt WELCH
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 349"
PAUL WELCH PE
FLA REG N0.264i
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