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HomeMy WebLinkAboutDrawing, plan view - 1 I Frr 20 ,� .6 at PLAN VIEW R 1 ,s W . W . B ` 4 INSTALL 4 NEW 5001 ' ?5 PILINGS W/ 16K BOATLIFT AT EXISTING DOCK P/L P/L I 14' 4' I I — I ! I . O l I I 12' B/L 30' I _ I I I I I i I I I I 1 l- 14' I' I EXISTING I DOCK 10' I STRUCTURE l I I 14' I I I I I j 34 ' UPLAND AREA FBC 2014 5TH ADD. WIND PROTOCOL CONSTRUCTION: WOOD FRAME STRUCTURE OPEN STRUCTURL REVIEW WIND SPEED : 3 SEC GUST, 170 M.P.H AND CERTIFICATION IMPORTANCE FACTOR : 1 EXPOSURE FRAME FLOOR : 40 PSF LIVE LOAD FL.REG 34398 ! 3-0 PSF DEAD LOAD COMPONENT AND CLADING: i n$sIGN STEVEN G WOOD, PE RACHWAL DRAWN PROFESSIONAL ENGINEER # 34398 1293 NETTES BLVD. j CHECKED 950 SULTAN DRIVE JENSEN BCH.,FL34957 DATE ,, PORT ST_LUCIE,FL 34953 �7 f I I I A z/ >�J5- �2 � � �. o - y cC�. R E C E I�' D J��I 17 7�`�7 BOATLIFT SPECIFICATIONS. SPEC/CAPACITY 6000 LBS 8000 LB 10000 LBS 13000 LBS 16000 LBS ALUM'I'BEAM SIZE(CRADLES): 6x4 @ 4:03 LB/FT 6x4 @ 4.70 LB/FT 8x5 @ 6.307 LB/FT 8x5 @ 7.023 LB/FT lOx6 @ 8,646 LB/FT L-. ALUM CHANNEL SIZE(TOP): (2)5x2.25 @ 2.21 LB/FT (2)5x2.75 @ 3.09 LB/FT (2)6x2.5 @ 2.83 LB/FT (2)7x3.5 @ 4.71 LB/FT (2)7x3.5 @ 4.71 LB/FT MIN PILE SIZE/DIAMETER: 8 IN 8 IN 10 IN 10 IN 1 30 IN " PILE SPACING: 12.5 FT+/- 12.S FT+/- 12.5 FT+/- 12.5 FT+/- 12.5 FT+/- CABLE SIZE(SST): 0.313(5/16)IN 0.313(5/16)IN 0.313(5/16)IN 0.313(5/16)IN 0.313(S/16)IN MOTOR DRIVE HP: 2@ .75HP 2@1HP 2@1HP 2@1HP 2@1HP DRIVE SHAFT SIZE(GALV STL): SCH 40 SCH 40 SCH 40 SCH 80 SCH 80 DRIVE SHAFT DIA(OD x ID): 1.9 IN x 1.61 IN 1.9 IN x 1.61 IN 1.9 IN x 1.5 IN 1.9 IN x 1.5 IN 1.9 IN x 1.5 IN WORM CAP CONFIG: 2 @ 3500#(BELT) 2 @ 3500#(BELT) 2 @ 3500#(BELT) 2 @ 45000(BELT) .2 @ 7000#(BELT) NOTES - - - - ALL FASTENERS UOS: 0:S"SST -I BEAM HOUSING SHAFT GALV.DRIVE I DET-2 r STRUCTURAL MEMBERS UOS: 6061-TG ALUMINUM DET 1 CABLES UOS: SST I SHEAVE/PULLEY UOS: MACHINED 6061-T6 ROUND BAR I I E . I I : E STRUCTUAL REVIEW AND CERTIFICATION I� N :�I rL FL.REG 34398 O $ THRU BOLTS AT D EACH BEARIN P STIFFNER 3/8" P X FBC- 2014 STH ADD-WIND PROTOCOL I 1 1/2" Ak 11c;i MW I L 3 ST.LUCTF rn1L.."Tv tRVP P—N �SIOi' L STRUCTION:ALUM FRAM COSTRUGT'ION: TVDkW CMAIIN Rld D.hll E RFIVIEN ED Foil Col I SCE E lgftN WIND SPEED 3 SEC GUST M.P.Ii 170 ; RED IEFB'E `a' , V IMPORTANCE FACTOR EXPOSURE CORD ._ DATE �� - ; f ` L PLAINS AN �f PE T MUST BE KEPT ON 3 --"___-- .sr�',�f%'- r-��',' r'_ __•:©lu`CpECSIU'1'1 Y��.i.L�1�_r'�.+---5��• s,�'-.`�5- DttNEUNRT CHANNEL T6061 3�g IVc�BOL��e V X211 5 93thrU (2) HOLES -- -- FOR 6"X 1/2" _ ��,..,•—' ;...- •5.S LAG BOLTS INTO PILING (2) 3/8" SS THRUBOLT INTO CHANNELS PILEBNR. O 1 rORr. cKqmm (sEEcer.�) ° DET-1 STEWN G WOOD PE CLT'Z• PILE BRACKET r 950 SULTAN DRIVE TOP e��►+�� PROFESSIONAL ENGINEER # 34398 , PORT ST.LUCIE,FL 34953 mOuw