HomeMy WebLinkAboutConstruction PlansVENTURE TEMEE
FORM 101
Revised 6 Apr 2018
VENTURE HARBOUR INC.
VENTURE OUT AT INDIAN RIVER INC.
VENTURE OUT AT ST. LUCIE INC.
NOTICE
This form must be attached and made part of all drawings or plans regarding the installation, construction,
remodeling, setting or resetting of any permanent structure, concrete work, or any other type of work that
may be effected by the rules, regulations and bylaws of any of the above associations.
This form shall also sere as notice 'ce to the owner or owners. of Lot # T that the owner or owners
or their agents of Lot #2K shall solely or j ointly be responsible for the proper setting and
compliance of all rules, regulations and bylaws of any of the above associations; and the Codes, Laws,
Rules and Regulations pertaining to said work as set forth by St. Lucie County. This form does not
absolve the OWNER(s) of the need to obtain any necessary St Lucie County permits, PRIOR to
start of work.
The owner (s) or their agents, by signing this form, shall hold harmless any of the above associations, its
officers, directors and committee personnel as pertains to its and their duties and responsibilities as the
administration of said work. The OWNM (s) or their agents are also responsible to ensure their
contractor(s) abides by the rules set forth in Appendix A of this form.
Said work is approved as per dimensions shown on attached plan or drawing this, S10P�
i o s ht?W0,
Date zz an 1WA �s,►�u�M
Scope of Worker -lam � anL vV d+��od
ti (l i V0&4t100
noNEt ✓
Building Committee
0
0
50-6 - G 14� ` 1716
Owner, Owners, or (Agent for Lot # /� t
By: 11�Y Date:
By:
0
Date:
V3 Form 101_Apr18 Page 1Z�—
ENGINEERING RENEW.•
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 67H EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMINUM
ASSOCIATIONSS ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI -TIDE INSTRUCTIONS
EXCEED ULTIMATE DESIGN WIND SPEEL
180 MPH (EXPOSURE CATEGORY C Oj
BOATS ARE TO BE REMOVED FROM BC
LIFTS PRIOR TO A MAJOR WIND EVEN
PILINGS•
PILING PENETRATION TO 'BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA, SUB -SURFACE
CONDITIONS CAN VARY GREATLY,
THE'CONTRACTOR SHALL VERIFY
ALL PILE CAPACITIES TO COMPLY
WITH FBC 2017. ALL PILINGS TO BE
10" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
hr
fD
8
X2
=7RICAL REVIEW.•
1'_VP ELEC7RIC MOTOR
EL
2 HP
-- AMPS ® 115V EACH
-- AI
6.4 AMPS ® 230V EACH
124 A
QUANTITY.^ 4
QUANI
TOTAL WATTS 5888
TOTAL
N07E TO EXAMINER:
THIS CER77RED ENGINEERED
DRALNNG HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
°0pp0°OYOOOOOOy°p0p0O
O�SCEIva �9
� b F
NO.43365
r
4
ROV!31ATE NY 19
F aR11)
e o
8 O N A L
ROGER BABER
P.E. NO. 43855
R PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE PINELAKE DR.
STUART, FL 34994
VG MOUNTING TABS
'UM (2) 3/8- DIA. SS LAG
'S FOR WOOD PILING OR
ONCRETE ANCHORS FOR
RETE PILINGS PER PILING
FIRED.MINIMUM (2) JIB -
SS CARRIAGE BOLT FOR
CHING MOUNTING TAB TO
REQUIRED PER PILING.
ITING TAB CONSTRUCTED
FROM 1/4- X 2: ALUMINUM
6061-T6 FLAT BAR.
30,000 LB. 4 PILE GEAR DRIVE & BOATUFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOA-T LIFT (2017 FBC) 04050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. H1DE SCALE. NIS DATE. 1/2/18 REV: 1 1-800-544-0735 www.hi-tidexom
ENGINEERING REVIEW.•
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7-10, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015 ALUMINUM
ASSOCIATION'S ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS,
INSTALLED PER HI -TIDE INSTRUCTIONS WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
780 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFT PRIOR TO A MAJOR WIND EVENT.
PILINGS..
PILING PENETRATION
T O B E 1 0'
INTO THE SAND
BOTTOM OR 5'
INTO ROCK STRATA,
SUB -SURFACE
CONDITIONS CAN VARY
GREATLY, THE
CONTRACTOR SHALL
VERIFY ALL PILE
CAPACITIES TO
COMPLY WITH FBC
2D77 ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5
C.C.A PRESSURE
TREATED WOOD,
PRESTRESSED
CONCRETE OR
C O M P A R A B L E
Q U/ VA L EN T.
ELECTRICAL REVIEW.'
1 HP ELECTRIC BRAKE MOTOR
6.4 AMPS ® 230V EACH
QUANTITY: 4
TOTAL WATTS: 5,888
X2 ELECTRICAL REVIEW.'
2 HP ELECTRIC BRAKE MOTOR
IZ4 AMPS ® 230V EACH
QUANTITY., 4
TOTAL WATTS: 11,406
It
�lw
aT
W
z
Q
.CCJ
'L
Q
NOTE TO EXAM/NER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
NO.
V►+
DMrE R13p
STATE OF
I
�L ORI OP 2
0
Ssu ONA uoo�?6°0
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW P/NELAKE DR.
STUART,, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR SS
CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REQUIRED. MINIMUM (2) J/8" DIA.
SS CARRIAGE BOLT FOR
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
40,000 LB. YACHT LIFT &
40,000 LB. X2 YACHT LIFT 2017 FBC Ma 7 BOATL/ 4TS
0 AND MAR/NE PRODUCTS
w 4050 SELV/TZ ROAD
FORT PIERCE, FL 34981
.hi-t
R. HYDE SCALE. NTS DATE. 1/2/18 REV.1 1-800-544-0735 www.hi-tide.com
ENGINEERING REVIEW:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7-10, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015 ALUMINUM
ASSOCIATION'S ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS,
INSTALLED PER HI -TIDE INSTRUCTIONS, WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFT PRIOR TO A MAJOR WIND EVENT.
PILINGS.•
PILING PENETRATION
T O B E 1 0'
INTO THE SAND
BOTTOM OR 5'
INTO ROCK STRATA,
SUB -SURFACE
CONDITIONS CAN VARY
GREATLY, THE
CONTRACTOR SHALL
VERIFY ALL PILE
CAPACITIES TO
COMPLY WITH FBC
2017. ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5
C.C.A PRESSURE
TREATED WOOD,
PRESTRESSED
CONCRETE OR
C O M P A R A B L E
O U I V A L E N T.
ELECTRICAL RWW.
1 HP ELECTRIC BRAKE MOTOR
6.4 AMPS ® 230V EACH
QUANTITY..- 4
TOTAL WATTS: 5,88E
X2 ELECTRICAL RENEW.•
2 HP ELECTRIC BRAKE MOTOR
12.4 AMPS ® 230V EACH
QUANTITY.. 4
TOTAL WATTS: 11,408
W NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
® Z Z SPECIFICALLY FOR USE ONLY BY. LL O
o W Im
.1 0 V--------
y °0p0°000°°o®°ono°°OOo
0 W 0
Lu U pp
WUJ
J nlo. P
cc
O * o
b
co) oA R ED 13 °a
e 'P STATE OF 'L
o
°Oo° 68 4 O
°OOnOoOs°p 0olonAo°n°°o°p0 °°°°° W
J
LL
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART. FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR SS
CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REQUIRED. MINIMUM (2) 3/8" DIA.
SE CARRIAGE BOLT FOR
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
40,000 LB. YACHT LIFT &
40,000 LB. X2 YACHT LIFT 2017 FBC Ma BOA7Ll 40 AND MARINE PRODUCTS
w 0 4050 SEL VI TZ ROAD
FORT PIERCE, FL 34981
R. HYD£ SCALE. NTS DATE.. 112118 REV.; 1 1-800-544-0735 www.hi-tide.com