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HomeMy WebLinkAboutScope of ProjectTHESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AIRY COKIECTIONS REQUIRED GY RELD ICJ`�F` OTNIS THAT MAY I3E NFOMARY IN ORDER TO COMPLY WM4 AL1 PPLICADLS COARS, CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBU Y OF THE CONTRACTOR OF RECORD SCOPE OF -PROJECT: REPAIR EXISTING DOCK/WALKWAY USING EXISTING 12" DIA PILINGS @ 12' OC CENTER PER THIS SKETCH. REMOVE AND REPLACE DAMAGED MEMBERS AS SHOWN HEREIN. CONSTRUCTION TO COMPLY WITH 2O14 FBC 2014 FBC WIND PROTOCOL CONSTRUCTION: WOOD FRAME OPEN WIND SPEED: 170 VULT, EXP'C' COMPONENT& CLADDING DESIGN LOAD: +/-45 PSF DATE v� v,7 ST. LUCIE COUNTY BUILDING DIVISION REVIEV-JE© FOR OO{]jgJ.j�OE _;p BY ��//CC NO INSPECTION WILL BE MADE .. CANAL LANAL WOOD DOCK/WALKWAY. ' EXISTING ROCK BANK EXISTING ROCK / CONCRETE WALKWAY / / / CONCRETE WAL�KN / % PLAN VIEW / / STEVEN G. WOOD, PE FL PROFESSIONAL ENGINEER # 34398' 950 SULTAN DR PORTST LUCIE, FL 34953 -70Z PROJECT ADDRESS: 101 N. EL MAR DR JENSEN BEACH, FL 34957 CA5t 4V 907 96 'ONZ HV38 IIS HNO Saals 1N0yr 71-38 NOVS12S 'P?Ivi -t. i Y P, I -- II f 4 5/a6/i7 SHEET 1 OF 2 2x8 PT WOOD DECKING NAILED WITH SST NAI LS 2x8 PT WOOD STRINGERS THRU BOLTED AT EACH PILING WITH 5/8" DIA SST ALLTHREAD HARDWARE 0 0 2x8 PT WOOD JOISTS ON BOTH SIDES OF PILING THRU BOLTED WITH 5/8" SST ALL - THREAD HARDWARE EXISTING PILINGS co SECTION VIEW STEVEN G. WOOD, PE FL PROFESSIONAL ENGINEER # 34398 950 SULTAN DR PORT ST LUCIE, FL 34953 S a(o �7 SHEET 2 OF 2