HomeMy WebLinkAboutAPPROVED DENARDO LIFT SPECSHURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
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WORK SPECIFIED HEREIN HAS BEEN DESIGNED k ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 71h EDITION 2020 FLORIDA BUILDING CODE.
LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Vre- 180 MPH. V.y - 139 MPH (3 SEC. GUST) EXPOSURE '0'
OUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND �M/WALL METHOD. THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
MS OF MAt-90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE *D.
ER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vasd AS CALATED BELOW_ PER FBC 310S3,3 RMLICTURrS erMMFn In Ar orAM v
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. WOOD PILES SHALL BE
OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
D AS OETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE' SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
A STE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE.
8061 T6 ALUMINUM
ARE MIN. 1 4• FULL FILLET WELD USING 55M FILLER ALLOY. ALL WELDING MUST CONFORM TO RISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
f OTHERS.THE CONTRACTOR tS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
KWIK BOLT II OR
REQUIREMENTS OF ASTM A304 WITH
FASTENERS ARE LABELED IN DETAILS,
ARE DEPTHS INTO SOLID SUBSTRATE
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PANT OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEIGHT) 11.7 mes (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE, ALL WELDS PER FLORIDA BUILDING CODE,
SPECIALTY ENGINEERING SERVICES At SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREUEI
SPECIALTY ENGINEERING SERVICES II 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 h SOLUTIONS. SHALL BE NOTIFIED AND OVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION CF MATERIALS. pR,
HNARMLESS THIS�ENGIIN'EERDFORALL VALIDATES
& DAMAUGEES IINµCLUDDING LEGAL FFEEDESIGN AS ESS & APPELLAATEE FEUSE OF ES RESULTING FROM BY CONTRACTOR, rABRICATtl INDEMNIFIES
E�aITIIOONAc CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, k FEDERAL CODES k FORM DEVIATIONS OF THIS PLAN, EXCEPT AS E F77¢u1� ,1 HEREIN, NO
CERTIFICATION CR AFFIRMATIONS ARE INTENDED. l,�\,'
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS `�
VOID WITHOUT HURRICANE SEAL OVER NAME `�� S . • GJ �j�!
NAME,
�� \ daz, PE. ', A
ADDRESSt 0. 55141 +
CITY, STATE, ZIP$ _ p : �p 55141 7�
HURRICANE BOAT LIFTS * "
9301 S.E. Sinter Street S&S Engineering,..- , e
2237 Woods Edge CirS(e*
Stuart, Florida 34997 N 'Te D� e
/r
(772)-781-2556 Orlando, FL 32(3t7 S Q� �(Ig
Fax (772)-781-4854