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HomeMy WebLinkAboutEXISTING PLAN VIEW ..a .� ,.40,29pt%'✓�er pint•' ��„• 7 a 4 r i r�',��`�' t r,, ; I ' n Hatt 11 goes Existing Cosculluela Residence Wilco Construction, Inc: Date:6/15/21 10701 S. Ocean Dr., Lot 875 -- -- Plan-V-ie- - -----=Jensen Beach;FL 34957 -(772)460--6928.;FAX(772)460-6929- -_ R •. I r _ I Proposed Cosculluela Residence 'Wilco Construction, Inc. Date:6/15/21 10701 S. Ocean Dr., Lot 875 Plan View— Jensen Beach;FL 34957 - -(-7-72)46.0-6928;FAX(772)460-6929- _ I l i 1 Pilings: j TYPICAL DOCK AND ACCESSWAY CROSS SECTION Dock: min. 8"0, 2.5 (N.T.S.) CCA 1 max. 10'OC The work specified herein Boat Lift: min. 10"0, has been designed and all 2.5 CCA PT wood work shall be in accordance per boat Ilft with the 2020 Florida Width:4',10' dimensions Building Code(7th Edn.). All codes reference herein REVIEVVED FOR o F E�y are per the latest adoptedCODE COa � t,j o+ edition. xa Te LUCIE COUNTY V 4 a SO IIC Permit Number r STRINGERS: Decking: C� 5&405630-001-EE b 2"x8"0.4 ACQ spaced1 VW"Composite Decking fastened p Southeast District C at max. 18"with min.112"SS wl min.2.5"stainless steel composite y 1* lag bolts on each piling(lap ?� oti spliced) decking screws 4 0 f RD NOTE: �� Design loads to meet L 2020 FBC-7th Edn.! �1 q Wind load as per ANSI/ a ASCE 7-1 s 2 16d Toe O i Speed = 170 mph Nails Typical 0 Exposure D Block cu Importance Factor= 1.0 00 ° To bE added as needed: Joist: 2e x6 12 0.4 ACQ strap 2 x8 0.4 ACQ on block @mid stringers each side of piling. CM ° (fast ed w/min. 3 ea. Bolted w/5/8" Uj min. "SS screws/nails) SS cut rods. i i M.H.W. 1 i i M.L.W. CANAL BOTTOM _ U min. penetration i Cosculluela Wilco Construction, m P Cross View Residence-Dock Inc. ' Structural N ENGINEERING REVIEW. NOTE TO EXAMINER. BOAT LIFT TOP CARRIER BEAMS AND THIS CERTIFIED ENGINEERED MOUNTING BRACKETS COMPLY WITH WIND DRAWING HAS BEEN PREPARED LOAD REQUIREMENTS OF THE 7TH EDITION ���� � SPECIFICALLY FOR USE ONLY BY: (2020) FLORIDA BUILDING CODE, PER ASCE 7-16, AND PER DESIGN LOAD REQUIREMENTS OF THE 2 0 1 5 a C E Co �� -------------------- EDITION ALUMINUM ASSOCIATIONS'S ALUMINUM D E S I G N M A'N U A L. 000pp400a000GG000000O BEAMS AND MOUNTING BRACKETS �p °o° !G e q °o° INSTALLED PER HI-TIDE INSTRUCTIONS WILL ®c lc o° C� C E IV 8 d % EXCEED ULTIMATE DESIGN WIND SPEED OF 200 MPH (EXPOSURE CATEGORY C OR D) o° Q ,p o BOATS ARE TO BE REMOVED FROM BOAT e LIFTS PRIOR TO A MAJOR WIND EVENT. �pP V Jui 0 7 2 ©` °o O STATE OF 4 o PILINGS: o Fs 4 O R 1 O P 6�s�t4l PILING PENETRATION TO BE 10' Q .� t ° °OOo S 0 O fN A INTO THE SAND BOTTOM OR 5 °pD00.0 O° INTO ROCK STRATA , SUB-SURFACE CONDITIONS CAN ROGER BABER VARY GREATLY, THE CONTRACTOR P.E. NO. 43855 SHALL VERIFY ALL PILE MCR PROFESSIONAL ENGINEERING CAPACITIES TO COMPLY WITH 2 24JO NE DIXIE HWY FBC 2020. ALL PILINGS TO BE JENSEN BEACH, FL 34957 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE-STRESSED CONCRETE OR COMPARABLE EQUIVALENT. 0 9 PILING MOUNTING TABS MINIMUM (2) 3/8" DIA. SS LAG BOLTS FOR WOOD PILING OR SS CONCRETE ANCHORS FOR ELECTRICAL REVIEW. X2 ELECTRICAL REVIEW.• CONCRETE PILINGS PER PILING 3/4 HP ELECTRIC MOTOR 1-1/2 HP ELECTRIC MOTOR a REQUIRED.MINIMUM (2) 3/8" 10.8 AMPS @ 115V EACH -- AMPS @ 115V EACH DIA. SS CARRIAGE BOLT FOR ATTACHING MOUNTING TAB TO 5.4 AMPS @ 230V EACH 9.6 AMPS @ 230V EACH QUANTITY: 2 QUANTITY: 2 LIFT REQUIRED PER PILING. MOUNTING TAB CONSTRUCTED TOTAL WATTS. 2484 TOTAL WATTS: 4416 _ FROM 1/4" X 2' ALUMINUM 6 0 6 1 - T 6 F L A T B A R . 12 PVC GUIDE POLES t D t 10 BUNK BRACKETS W1 NAROWARE t 9 ALUMINUM BUNKS OR CARPETED WOW BUNKS 2 �T B UFRR BEAM ASSEMBLY 2 (��D� 7 PILING MWNRNG TABS /F REQUIRED) a 12,000 LB. GEAR DRIVE & /// '/l//L7(�JJ�I//�l Ul" BOA TUFTS AND MARINE PRODUCTS G LEFT TOP CARRIER ASSEMBLY 1 V p 4050 SEL VI TZ ROAD S 4"AL TL1°CARRIER ASSEMBLY 1 GEAR DRIVE X2 BOAT LIFT (2020 FBC) F t f'ALUMINUM SHEAVE t FORT PIERCE, FL 34981 J 5 1a X"SSA'TYPE JOt t 2 d t HP 55 MOJOR i-1 HP ON x2 MODELS ___ _ z ---1-800-544-0735 www.hi-tide.com ---- - ----- .- -- -.. -- __ 1 r,EAR oRrvE cew e°x z R. NYDEJ SCALE.' NTS DATE• 1/4/21 REV.' 1 VICE-- °T