HomeMy WebLinkAboutConstruction PlansENGINEERING REVIEW.•
BOAT LIFT TOP CARRIER BEAMS AND ^ Q NOTE TO EXAM/NNG 1�
MOUNTING BRACKETS COMPLY WWT�Nn ��+Op THIS CERTIFIED ENGINEERED _
WIND LOAD REQUIREMENTS OF , oo ��^� DRAWING HAS BEEN PREPARED
6TH EDITION (2017) FLORIDA BUIlil G AlV V •�� SPECIFICALLY FOR USE ONLY BY.,
CODE, PER HIRE ENT AND PER §NVI1C�bV000 RECEIVED
LOAD REQUIREMENTS OF THE 2,0 nr V �®®^
EDITION ALUMINUM ASSOC/AT/ON'kj0 j a -------------
ALUMINUM DESIGN MANUA"L.. 3 q�
BEAMS AND MOUNTING BRACKETS QI - 1/�, JAN 2 4 2020 \kNi
avooOOI%
INSTALLED PER HI-7IDE INSTRUCTIONS WILL EXCEED
EXCEED ULTIMATE DESIGN WIND SPEED OF ST. Lucie County, Permitting o°o p O E IV 6' S 6 "
180 MPH (EXPOSURE CATEGORY C OR D) Q� �f lEjle a NO S BOATS ARE TO BE REMOVED FROM BOAT I
LIFTS PRIOR TO A MAJOR WIND EVENT.
APPR 0 JAN*0 .2020
q P STATE OF 4u e
PILINGS. /P ° O40
'P RC O 1 D P v%
PILING PENETRATION TO BE 10' / o oOOO F8 R 0`°oI
INTO THE SAND BOTTOM OR 5' - °Oa. 8 n O N Ao vv �'? oo°
INTO ROCK STRATA,
SUB -SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
2017 FBC. ALL PILINGS TO BE ROGER BABER
8" MINIMUM DIAMETER MCR PROF SSIONAL3855 ENGINEERING
2.5 C.C.A PRESSURE TREATED C.A. NO. 26967
WOOD, PRE -STRESSED CONCRETE 1014 NW PINELAKE DR.
OR COMPARABLE EQUIVALENT. STUART,, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL REVIEW.' CONCRETE PILINGS PER PILING
1/2 HP ELECTRIC MOTOR REQUIRED. MINIMUM (2) 3/8"
8.8 AMPS ® 115V EACH DIA. SS CARRIAGE BOLT FOR
4.4 AMPS ® 230V EACH ATTACHING MOUNTING TAB TO
QUANTITY.., 2 LIFT REQUIRED PER PILING.
TOTAL WATTS.' 2024 MOUNTING TAB CONSTRUCTED
FILECOPY 60051-T6XFL"AAT ALUMINUM
9,000 LB. CODA GEAR M0 BOA TLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) /N 1 4050 SELWTZ ROAD
FORT PIERCE, FL J4981
R. HYDE SCALE:NTS DATE. 1/2/18 REV. 1 1-800-544-0735 www.hi-t.hi-fide.com
RECEIV90 N
JAN 2 4 2020
91 IDa LADDER LOCATION
zST. Lucie County, Permitting I�
xl I0
AiINDIAN RIVER
z� Is
`- MEAN HIGH WATER
T} m 32 M AT FACE OF EXISTING SEAWALL
I
7..5'
J—
I
j SHORELINE LENGTH
32'S
MANMADECANAL ,i PROPOSED 12't X 12't
WATERBODY WIDTH 48'! BOAT LIFT (BY OTHERS)
j{ V
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un
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w
w wz
yI',v'3ry w
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':
L:
0' 5' 10,
"'NOTES"• m.
- PROPOSED WORK IS TO REPLACE A 240 SQ. FT. DOCK AND INSTALL A BOAT LIFT (BOAT LIFT BY OTHERS) GRAPHIC SCALE
- DECK DESIGN LOADS TO MEET 2017 FBC:
WIND LOAD AS PER ANSI/ASCE 7-10 SPEED = 170 MPH
EXPOSURE = C
IMPORTANCE FACTOR =1.0
-ALL DOCK PILES 9'0 MARINE PILES AND BOAT LIFT PILES PER MANUFACTURER SPECIFICATIONS -MIN. PENETRATION V INTO RIVER BOTTOM
OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY
-ALL HARDWARETO BE SS AND ALL LUMBER TO BE P.T.
- DOCK IS NOT STRUCTURALLY ATTACHED TO SEAWALL
Environmental OVERALL DOCK PLAN VIEW Paul Welch, Inc.
1984 SW Biltmore Street, #
Inc.Services, IMitchel Ortego Port St. Lucie, FL 34984
1901SWYellowtailAvenue 1070 Nettles Boulevard JAN 1 6'2020
Port Saint Lucie, FL 34953 Jensen Beach, Florida i —
PCN# 4502-501-1257-000-4 Paul Welch, PE No. 29945
Phone: 772-215-3997 Fax: 772.879-0520
www.disenvironmentalservices.com scams:
1" =10' OCT 2019 SHEET 1 of 3
7.5'
(2) 2' X 8' P.T. (.40 ACQ)
STRINGERS
OUTSIDE STRINGERS
FACE NAILED
(1) 518SS THRU BOLT
(TYP) PER PILE
(1) 112' X 6' SS LAG BOLT
(TYP) PER STRINGER
TO PILE LOCATION
_ 2- X 8' P.T (.40 ACQ)
CROSS -TIE
9' 0 BELOW D
MARINE PILES
16, O.C.
(MAX)
V X T AND 4' GRATED
DECKING
9' 0 ABOVE DECK
MARINE PILES
2' X 4' X 6' (MIN.)
P.T. STRAP BLOCKS
WITH (2) SCREWS TO
EACH MEMBER FOR
CENTER STRINGERS
M
0
W
J
um
101O.C. __ I
EXISTING CONCRETE SEAWALL CAP '
"'NOTES-
-ALL 9'0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
- V X T AND 4' GRATED DECKING NOT ALL SHOWN FOR CLARITY
- DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3' (2 SCREWS PER STRINGER - MIN)
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 OR BETTER SS
ni Environmental IDOCK PLAN VIEW DETAIL
I MitchesBoulOrtego
Services, Inc.
1 SWYellowtall avenue 1070 Nettles Boulevard
Port Saint Lucie, FL 34953
Phone: 772-215-3997 Fax: 772-879-4520
www.disenvi ronmentaiservices.com
Jensen Beach, Florida
PCN# 4502-501-1257-000-4
srn c.
V,=3'
0' 1.5' 3'
GRAPHIC SCALE
I
Paul Welch, Inc.
1984 SW Biltmore Street, # 14
Port St. Lucie, FL 34984
JAN 1 6 2020
Paul Welch, PE No. 29945 i ,
OCT2019 I SHEET2of3
I •�
f
Ti
4.5'3
MHW
MLW_ _ t^
VARIES
•
7.5'
SUBSTRATE
9" 0 ABOVE DECK
MARINE PILES WITH
(1) 5/8' SS THRU BOLT
(TYP) PER PILE
"*NOTES"'
- ALL 9'0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM
OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY
-DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3' (2 SCREWS PER STRINGER -MIN)
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
DOCK CROSS SECTION
Environmental — RsVIEW DETAIL
►� ervices 1070 Nettles Boulevard Inc. Mitchel Boulevard
1901 SW Y¢Ilowtall Avenue
Port Saint Lucie, FL 34953
Phone: 772-215-3997 ,Fax: 772-879-4520
www.disenvironmentalservices.com
Jensen Beach, Florida
PCN# 4502-501-1257-000-4
SCALE:
1"=3'
EXISTING SEAWALL
1' X TAND4'GRATED
DECKING
2" X 8" P.T CROSS -TIE
0
0
Ul
J
(1) 1/2" X 8' SS LAG BOLT
(TYP) PER STRINGER
TO PILE LOCATION
9' 0 BELOW DECK
MARINE PILES WITH
(1) 5/8" SS THRU BOLT
(TYP) PER PILE
2" X 8' P.T. (.40 ACQ) STRINGERS
CENTER STRINGERS WITH 2" X 4" X 8" (MIN.)
P.T. STRAP BLOCKS WITH (2) SCREWS TO
EACH MEMBER
rol
GRAPHIC
Paul Welch, Inc.
1984 SW Biltmore Street, 14
Port St. Lucie, FL 34984
JAN 1 6 2020
Paul Welch, PE No. 29945
OCT 2019 1 SHEET 3 of 3