HomeMy WebLinkAboutBuilding Plans ENGINEERING REVIEW. r`r, �c �1e (. -File Copy NOTE TO EXAM/NER:
BOAT LIFT TOP CARRIER BEAMS AND yUNCEALER FASTENERS OR ATTACHMENTS i THIS CERTIFIED ENGINEERED
MOUNTING BRACKETS COMPLY WITH WIND �9 p� DRAWING HAS BEEN PREPARED
LOAD REQUIREMENTS-OF-THE 2014 FLORIDA AR TE-RF,-PONS�p��l l"i-OF TH� P-ECIFICALL-Y-FOR-USE-ONL-Y-B-Y:
BUILDING CODE, PER ASCE 7, AND PER BF'
DESIGN LOAD REQUIREMENTS OF THE 2010 �`� {Of man
ALUMINUM ASSOCIATIONSS DESIGN MANUAL. --�--- _ - ---
DDDDDODD
BEAMS AND MOUNTING BRACKETS
INSTALLED PER H!-TIDE INSTRUCTIONS-WILL a� l ttll rr,� o°°° M
EXCEED ULTIMATE DESIGN WIND SPEED-OF 7
170 MPH (EXPOSURE CATEGORY C OR D) L'UCT�F COUNT ' BTjH P-PJG LHMSIO oo°° O C E Iv
ijE4VE FOR �'v ;-,LANCE o o F o
BOATS ARE TO,BE REMOVED FROM BOAT ^�I���y BX GlL ItL o Q NO.43E&
LIFTS PRIOR TO A MAJOR WIND EVENT. ATE
4 « o
` P ANO�S AND PERMIT MUST".BE INEPT ON JOD a * p E� �B 1
14 NO INSPECTION WILL BE ILADE _ 1�
o BTATE OF
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PILING PENETRATION TO BE 10' Q °°°OOos°0poON o►o
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA ,
SUB-SURFACE CONDITIONS CAN ROGER BABER
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
CAPACITIES TO COMPLY WITH C.A. NO. 26967
FBC 2014. ALL PILINGS TO BE 1014 NE PINELAKE DR.
8" MINIMUM DIAMETER STUART, FL 34994
2.5 C.C.A PRESSURE TREATED
WOOD, PRE-STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
T,
- PILING MOUNTING TABS
MINIMUM (2) 3/8 DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
_ _ CONCRETE-_PILINGS_PER PILING
ELECTRICAL-REVIEW.' X2 ELECTRICAL REVIEW. '"
3/4 HP ELECTRIC MOTOR 1-1/2 HP ELECTRIC MOTOR REQUIRED.MINIMUM (2) 3/8"
10.8 AMPS ® 115V EACH -- AMPS ® 115V-EACH DlA. SS CARRIAGE BOLT FOR
5.4 AMPS ®230V EACH 9.6 AMPS ®230V EACH ATTACHING MOUNTING TAB TO
QUANTITY 2 QUANTITY 2 LIFT REQUIRED PER PILING.
TOTAL WATTS. 2484 TOTAL WATTS. 44.16- Y ;' MOUNTING TAB CONSTRUCTED
s FROM 1/4" X 2 ALUMINUM
- 6061 - T6 FLAT BAR .
12 PYC fifDE PD1ES 1
11 4
10 WW ERACKEM WHAWWAff 4
B ALUMAW BUNKS OR CAOMED MOOD BUNKS 2
e 1..-M?BOAY ASSEAM 2 12,000 LB. GEAR DRIVE & /�f]����� BOATL/FTS AND MAR/NE PRODUC7S
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BOx1 RP OM XPYODfLS 2 R. HYDE SCALE. NTS DATE. 9/1/16 REV. 1 1-800-544-0735 www.hi—tide.com
DESCRIPROV
SEA GRASS SURVEY PERFORMED BY RESOURCE LEGEND
BRUCE JERNER ON APRIL 4, 2016.
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QUENT
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PROPOSED 400'X 4'ACCESS: 10'X 12'
DISTANCE TERMINUS WITH(1)BOAT LIFT. TOTAL
FROM MHW OVERWATER DOCK AREA= 1 720 SQ FT
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160 190'- 360' 410'
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I I i I 8".RESOURCE HEIGHT WITHIN I
MOORING AREA=25'+1-VESSEL i
WITH 22"MAX VESSEL DRAFT(2)
13'X 13'BOAT LIFT w
S o`
r INDIAN RIVER LAGOON w
1.4 MILES WIDE
REVISED 12/23/16
1" = 60'
R'(;/-� — &Associates,Inc. Environmental SHEET2
Al !— ; Consulting 2537SE Date: 415116
10305 IN®NAN RIVER DRIVE � AlfonsoAve. Port St.Lncie,FL34952
---- - -- - -- -- - ---- FT. PIERCE , ___I Ph-(772)283 2950 SITE PLAIN
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