HomeMy WebLinkAboutAPPROVED DENNIS QUESTA LIFT SPECSHURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
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THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED k ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7UI EDITION 2020 FLORIDA BUILDING CODE.
NOTE:
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH MIND SPEEDS OF V.,- 180 MPH, Vu - 139 LIPH (3 SEC. GUST) EXPOSURE 'D'
WITHOUT A BOAT ON THE UFT PER ASCE 7-10 USING ABOVE GROUND
SPEEDS OF WW1-90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE b. �G4/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED WI
TO WITHSTAND ND
4T IN EXCESS Void AS CALATED BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY
LL BE POSTED WITH A LEGIBLE AND READ0.Y VISIBLE OEM OR PAINTED INSTRUCTIONS TO BE THE
MEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
IED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED CA IMPLIED, IS
A: Vesd - v 0.6 • Vu1L DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOONG
MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION. AND S IS VERTICAL
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
ONLY.
A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOW PILES SHALL BE
OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
D AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARS SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE,
MELD USING SSS6 FILLER ALLOY. ALL MELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 137H ED AS INSPECTED AND
IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL k MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD k BOLT HEAD k 8E%b5j WOOD k NUT. MERE GENERIC FASTENERS ARE LABELED IN DETAILS.
CAPACITIES SHALL BE EOUAL TO OR GREATER THAN HILTI KWIK BOLT I OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOUR SUBSTRATE
AND 00 NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES,
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLEQXAR
WEIGHT) 11 7 mis (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE MATH CURRENT FLORIDA BUILDING CODE, ALL MELDS PER FLOMDA BUILDING CODE.
SPECIALTY ENGINEERING SERVICES k SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASURE
SPECIALTY ENGINEERING SERVICES k SOLUTIONS INC, SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS,
WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
SPECIALTY ENGINEER SERVICES k SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
ENC*WtHO SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR at. a l WDEMNIFIES k SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS k DAMAGES INCLUDING LEGAL FEES k APPELLATE FEES RESULTING FROM MATERIAL FABRICATION ERECTION k CONSTRUCTIDI,
57Y
PRACTICES BEYOND THAT MIiICH IS CALLED FOR BLOCAL STATE, k FEDERAL CODES k FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXP
CERTIFICATION OR AFF)RMATIONS ARE INTENDED.
-011971IDEO IN HEREIN. NO
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,1111
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
VOID WTHOUT HURRICANE SEAL OVER NAME .\
ADDRESSI
CITY1 STATEI ZiPt
HURRICANE BOAT LIFTS
3301 S.E. Stater Street
Stuart, Florida 34997
(772)-781-2556
Fax (772)-7B1-4854
B&B Engineering-
2237 Woods Edge C¢c4c
Orlando, FL 3281T---
f
a 55141
STATE °F
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