HomeMy WebLinkAboutBUILDING PLANSDate: 6/3/20SHEET 1Jerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCE
Date: 6/3/20SHEET 2Jerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCE
Date: 6/3/20SHEET 3Jerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCEBARREN SANDY/SILT RIVER BOTTOM WITH SHELL HASH & OYSTER CLUSTERS. SCATTERED CONCRETE RUBBLE AT SOUTH END OF PROJECT. PATCHY RARE CAULERPA SP. THROUGHOUT PROJECT SITE. SURVEY PERFORMED ON JUNE 1, 2020 BY BRUCE JERNERCORAL COVE BEACH-SECTION ONE-BLK 5 LOT 17INDIAN RIVER LAGOONEXISTING DOCKEXISTING DOCK174¶ SHORELINEEXISTING SEAWALLCBS WALLOUTFALL PIPETO CATCH BASINCBS WALLVINYL REPLACEMENT SEA:ALL :ITHIN 18´ OF EXISTING SEAWALL FACE8¶ RET8RN :ALLSSAV SURVEY TRANSECTDOCKS/ LIFTS & MOORING PILES TO REMAINREPLACE DOCK SUPPORT PILES AS NECESSARY
Date: 6/3/20SHEET 4Jerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCESECTION THRUMinimum 1:1 penetration into sandy soilMHWL8”6’ +/-MudlineBULKHEAD ELEVATION4” X 6” WHALER6’ +/-ShoreGuardInside WaleTie RodTIE Backs @ 5’ O.C.BOXH MDUOLQ 2´ Filter or Similar6¶1/4” X 12” Cap Board3” Washer5’Tie Rod3´ X 8´ IQVLGH WDOH4” X 6” Outside Wale5/8” x16” HDGThrough Bolt, 4’ O.C.5/16” x 3” Bolt#14 x 3” S.S. Screw( 2 every 18” )PLAN DETAIL5/16´ X 3´ LDJ SFUHZ1¶MHWLMIN. 12” BELOW CAPSHORELINE 425 SERIES OR SIMILARDesign WindloadInformationCode: FBC 2017 6THADD/ FRC 2017/ ASCE 7-10Wind Speed: 170 MPH, 3 Second GustExposure “D”Importance Factor: 1.0Internal Pressure Coeff.: 0.00Height: <10 Ft. Mean18” MAX.EXISTING SEAWALL4’L X 8” CCA TREATED PILECOMPOSITE ¼” X 12” FASTENED W 2 PCS. SS SCREWS @ 18” O.C. MAX.Tie Rod
Date: 6/3/20SHEET 5Jerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCEDesign WindloadInformationCode: FBC 2017 6THADD/ FRC 2017/ ASCE 7-10Wind Speed: 170 MPH, 3 Second GustExposure “D”Importance Factor: 1.0Internal Pressure Coeff.: 0.00Height: <10 Ft. Mean4+/-SGL Bolts, Nut, Washers 5/8” S.S. (304) w Nut Fully ThreadedPier Section ThruPier Plan ViewMin. 8” Dia. 2.5 CCA treated piles2” x 8” SYP Decking w minimal plank spacing . Fasten w #10 3” SS (304) Screws, 2 per Stringer SWULQJHUV 24´ O.C. MaxCenter Stringer(s) toe Nailed w (2) #16 SS (304) Ring Shank Nails @ Each Bent, Outside Stringers Face Nailed w #16 SS (304) Ring Shank Nails Inside or Outside2” x 8” P.T. SYP, .40 ACQ treated stringers to be butt jointed, butt joints to be staggered. 2” x 8” P.T. SYP, .40 ACQ treated DBL bents..MHWPiles 10’ Max. O.C.MLWNew Pilings jetted to a minimum depth of 6’ and as necessary to provide adequate bearing and stabilityVARIES
Live Load 40 lbs. / Sq FtDead Load 5 lbs. / Sq FtGRADEVARIESVARIES
Date: 6/3/20EXHIBIT AJerner & Associates, Inc.Marine & Environmental Consulting2537 SE Alfonso Ave. Port St. Lucie, FL 34952 Ph.(772)283-2950 JERNER@BELLSOUTH.NETSOWINSKI282 MARINA DRFORT PIERCENORTH VIEWING SOUTH EXISTING SEAWALL/DOCKSRARE CAULERPA SP WITH FILAMENTOUS ALGAE SAND/SILT BOTTOM W OYSTER CLUSTERS