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HomeMy WebLinkAboutPROJECT PLANSC � C X t IIldAie. I: f � t } }Y r t iFC3ixii'�: (wr~r'rtat:rltzlr 'Airpri€t and L#r.IFt314�E pk1W. E'- FCrt•PirFcO North t 'x tj x t t e 5 t't3nt3spcc C�IerE, H � ?�I v � tqh_. _ } • "1 ur,.t Ecr t I Nav} �}t4`i'SPAL r , t . y+ �F ikiLYt C/L �Y.i/lfa2;, 33 1 S- • ...-...,.:..7;1,.-..-...ate... ^: _. �i.,-.•-......:.�.�.._ SCANNED BY - St- Lucie County :,:, � -..• 1 � ; , I P¢01ALTY NOINEEPINO.... SEmmeo Sownoxa, �[c HURRICANE .BOAT LIFTS $ b " SHEET 1 H/`iI�IVIER 10"0 sasm'rennnce N. HAMMER � WKTEP. FL M7E K-=4248W 800 OSPREY Cr 800 OSPREY CT FORT PIERCE FORT PIERCE rtowvA em<o�xo 000e mx7x eomox um» M� 9 DOCK SECTIONVIEW ABBolts 518" H.D. Qaly. Or S. S. VARIES Lr.. 1"x6"CompositeDeckin� Minimal plank spacing. Fasten w#10, 2.5" SS Screws, 2 per Stringer Vanes Pill* jetted to a•minimum depth ofWand as necessary to provide adequate bearing and stability u C Ci 6 O • HAMMER 800 OSPREY CT FORT PIERCE 2"x.8"P.7. SYP, .40 ACQ treated stringers be buttjointed, butt joints to bestaggerec 2" x 8"P.T. SIP, .40 ACQ treated bents DOCK PLAN VIEW. VARIES 1 � 1 X y y n N Stingers 17" S" Die. Z5 O.C. Max Center Stringer(s)toe Nailed w SS treated piles Ring Shank Nails, Outside Stringers Face Nailed S ! ENaviezpma • SoumoRe. LLO HURRICANE BOAT LIFTS Im TERRAM x. r HAMMER 1 ' sRi1n 800 OSPREY CT •'4. FORT PIERCE fIVO,VI,mLii 9 _ 'u wmo�a•�. FLORIDA BUILDING OODE.6aIil1 EDITION {20I't) �n SHEET4 MANMADE BASIN c W s W O 9 y HAMMER 800 OSPREY CT FORT PIERCE 60' + FAIRWAY me. LLO HURRICANE BOAT LIFTS X• HAMMER 800 OSPREY Cr an FORT PIERCE IFLORIDA DUpDD/0 OODE aDRXED1ilON (l0171 PROPOSED16K BOAT LIFT Ia SHEET2 >7 HAMMER 800 OSPREY CT FORT PIERCE ,.. HURRICANE BOAT LIFTS: HAMMER 800 OSPREY Cr FORT PIERCE FLORIDA BUILDING. BODE SIXTH EDITION (2017) SHEET 3 I. • F BOAT iRY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIoNs ©I cc \� 0 0 ��i 1'FLAT PLATE DIRECT DRIVE DEAR GEAII! 'aril II o OPTION OPTION OPTION . PLMOOMMM •A GUT-7U-0IT StdNs Steel PMG Mount &4" YMh 1-3/r Bate cmucMO TM bodmt To The AmrrlNJs 2-3/5'1S St&f. Stud Log Bab Into The ST& Of PIh9 c OCT 2 b ,?g ST. Lucie County, Permitting A m-mart B meEam-ooGa o i A c r PM0 P.nahaBa To Be 1G hta ma 5 d Be Or S hm m. ImtA saom IJA Tap Bnn Rcream par In Ua CdL OUW OM.. ikl At rv^ •OJT. Yxs lam. O1anN I-r (pl) S1m Pat NddN B4rhR. 91oR Sfd bi Have, tr Yaar Yab S0A 9v HP. H.P. H.P. HP. Bi tt.RB 19 (4) (R Fa1 (R U) (1 Eu) U Ea) 4,W IM .15 111. 11 1-0 3/4 HP. 3/4 MP. 3/4 ISO LI. 403 RM R E/fY SST. 1OA 2w�0A w a awAa 4 R Fa 1 Et S E 7.00DE 2 v 1N/O 1 Por< (5 Ea) 1 A ". I I HR 1 I MR . 1 1/1 NP. Iw' 470 KM R 7�„M' CAURTED Y' Sa0! 1.(2 Sw a Iw OA 1w OA Rw/l0A 10,000A • .17 15,� 5•H . 5Y E)(1 3/{ KP. Ea.) 3/4 NP. 1 fa 1/4 MP. (2 Ea) a 15�0 I f1A. 150. 415 KM R ({) 5/m• S051-T5 AWY. n p 0A 2114= 1 a Iw/1a IJ,OOW 27j�V7 �.N.H 2 Ed (1 Ea.) . 1 O 1 HR. 1 1/2 MP. i.w 7.02 KM R SST. 1 Part � $ 24OOA 1 Ea (1 Ea) 1 MP. 1w/10A I4000W ]N .%O 15�' ION . " ..{1 .70 .10'044' (1 Ea) 1.�'. . I C Carpatm 1 NP.-10 1 1/1 HR. bm RM�1 R I0/10A N/A 1w/1- 1w/IOA •0A /.T5 AOrOW (4) (B Ea) (1 Ea.) 14000/ 1:�JsV R O-p" 1 1/1 MP. 15CI 4m.K1M 5/15- SST. 1/Y r y 5051-15 N/A Rw/ a 5X ..15 Jp e10'.IYT (1 Fa) 14000A l- .R� Oapew ALUM 1f, p ta1t1 KMrR J Part Rh OA 111XG( -SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 6th EDITION 2017 FLORIDA BUILDING CODE 180 MPH, Vs, - 139 MPH (3 SEC. DUST) EXPOSURE O' INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND MIND H OF BOAT LIFT TO E)0STING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LEFT PREPARED AS A GENERAL NON -SITE SPEDFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SMALL BE 0 WITH 0-0.55 OR BETTER, SHOULD ANY SPECIFIC LOCATION DIFFER FR(*A THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC AYm,BE REIeWIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF cw um . cam ao�...... tee.....,.. . .......,............. __•___ __ _•_.__ _._ ...—__._. ALL WELDS ARE MIN. 1 4' FULL FILLET WELD USING SSW FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERCONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. FASTENERS ALL ANCHORS TO BE HILT BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASNM A3D4 WITH HARDENED WASHERS AND HEX NUTS WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEAD & RETREN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILT KWK BOLT 8 OR RFD HEAD THRU BOLTS EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SCUD SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR 07MM RNISHM ALUMINUM MEWS IN CONTACT WIN CONCRETE AND WOOD SHALL BE PROTECTED BY'KOPPERS BITUMINOUS PAINT OR POLYETHYLENE TAPE UHMW (ULTRA MGM MOLECULAR WEIGHT)71.7 m12 0.30 MITI) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING WOE ALL WELDS PER FLORIDA BUILDING CODE SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMEN SPECIALTY ENGINEERING SERVICES k SOLUTIONS LNG SNAIL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. VERIFIEDWORK SHALL BE SPECIALTY GINEER SERVICESS & SOLUTIONS CS ALL BE NOTIFIED AND OVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF DDSTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR at 5I. INDEMNIFIES & SAV�`...T " HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABIGCATION, SYSTEM M--C11ON & CONSTRUCTION., PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &. FORM DEVIATIONS OF THIS PLAt{� EXCEPT AS EXPRESSLY PROVIDED'IN HEh7N, NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS VOID WITHOUT RUIRCA14E SUL OVER NAME NAMEI_�{I,'{ QMhIlYl.ei ADDRESSI rc-On r)5 Y^ C. FRIANT P.EI I 7)A Re0. a J•E008T P CITYI Efi•-0IP.reo�-SpATF, ZIPI d4I q5�, � HURRICANE BOAT LIFTS peozALTY{ENOINBBRUMO SNRVIOlS 1130LYTIONGIN0. f+ 3301 S.E. Slater Street 18540 126th TERRACE N. Stuart) F(Orlda 34997 'JUPITER, FL 33478 , - AL (581) 412--M (772)-781-2556 Infa8lprldl SrbGr'Acmcan ` Fax (772)-781-4854 CA}T7.TTI