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HomeMy WebLinkAboutENGINEERINGALTAMIRA CONDOSSTRUCTURAL DESIGN CRITERIA:TIMBER BOARDWALK NOTES:GUARDRAIL NOTES:STAIR NOTES:STRUCTURAL AND MISCELLANEOUS STEEL:CSM Engineering, LLC208 SW Ocean BoulevardStuart, Florida 34994©ALTAMIRA CONDOSDUNE CROSSOVERNPROJECT LOCATIONLOCATION MAPPROJECT PHOTOSCOPE OF WORK:TIMBER NOTES:PROJECT PHOTOSHEET INDEX: EXISTING FRAMING2x8 TIMBER DECKINGTO BE REPLACED WITHFIBERGRATE MICRO-MESHGRATED DECKINGDEMO 2x8 TIMBER DECKINGDEMO 2x8 TIMBER DECKINGDEMO 2x8 TIMBER DECKINGBARREL TILE ROOF ON 30# FELTUNDERLAYMENT OVER 34" PLYWOODSHEATHING (12:12 ROOF SLOPE)TO REMAINEXISTING TIMBER BENCHTO BE RECONSTRUCTEDWITH COMPOSITEDEMO EXISTING TIMBERCANTILEVER TRASH BINAND RECONSTRUCT WITHCOMPOSITEDEMO2x8 TIMBERDECKING(3) 2x12 STAIR STRINGERSW/ 12" TREAD x 5.5" RISER.(7) STAIR TREADS VISIBLE.DECKING COVERED WITHSAND PAST THIS POINTRAMP DOWN TO SAND RAMP DOWNFLAT DECKINGALUMINUM GATEALUMINUM GATE2"Ø PVC PIPEUNDER DECKINGFLAT DECKINGFLAT DECKING2"Ø PVC PIPEUNDER DECKINGLANDINGRAMP DOWNSTAIRS COVEREDW/ SAND PASTTHIS POINT4x4 POST INBETWEEN ALL8"Ø TIMBER PILES1" MIN. NOTCHIN EXISTING PILES-TYP.DEMO MIDDLE 4x4 P.T.POST FOR RAILING-TYP.DEMO ALL EXISTINGTIMBER BEAMS ANDJOIST -TYP.DEMO ALL EXISTINGTIMBER BEAMS ANDJOIST -TYP.EXISTING PILES TO REMAINEXISTING PILES TO REMAINEXISTING TIMBER BENCHTO BE RECONSTRUCTEDWITH COMPOSITEEXISTING ROOFSTRUCTURE TOREMAINSTAIRS DOWNPROPOSED FRAMINGEXISTING TIMBER PILES TO REMAINFIBERGRATE 1.5" MICRO-MESHGRATED DECKINGBARREL TILE ROOF ON 30# FELTUNDERLAYMENT OVER 34" PLYWOODSHEATHING (12:12 ROOF SLOPE)TIMBER BENCH TO BERECONSTRUCTED PER S-3FRAMING FOR TRASH BINTO BE RECONSTRUCTEDWITH COMPOSITECONTRACTOR CAN MODIFY DIMENSIONS SHOWN AS LONG AS DEP CRITERIA IS METRAMP DOWNFLAT DECKINGALUMINUM GATETO BE REMOVEDAND REINSTALLED2"Ø PVC PIPEUNDER DECKINGFLAT DECKING2"Ø PVC PIPEUNDER DECKING4x4 INTERMEDIATEPOST IN BETWEENALL 8"Ø TIMBER PILES1" MIN. NOTCHIN TIMBER PILE-TYP. EXISTING TIMBER PILES TO REMAINFIBERGRATE 1.5" MICRO-MESHGRATED DECKINGALUMINUM GATETO BE REMOVEDAND REINSTALLEDNEW PROPOSED 2x10JOIST AT 12" O.C. MAX.DBL 2x10 JOIST ON BOTH ENDSTIMBER BENCH TO BERECONSTRUCTED PER S-3EXISTING ROOFSTRUCTURE TOREMAINFIBERGRATE 1.5" MICRO-MESHGRATED DECKINGSTAIRS DOWNSTAIRS COVEREDW/ SAND PASTTHIS POINTRAMP DOWN TO SAND RAMP DOWNFLAT DECKINGFLAT DECKINGFLAT DECKING(3) 2x12 STAIR STRINGERSW/ 12" TREAD x 5.5" RISER.(7) FIBERGRATE MICRO-MESHGRATED STAIR TREADS.4x4 INTERMEDIATEPOST IN BETWEENALL 8"Ø TIMBER PILESDECKING COVERED WITHSAND PAST THIS POINTA / S-3AELEVATIONC-C/S-2ELEVATIONB-B/S-2STAIR RISER DETAILBEAM DETAIL - DBL 2x10SIDEFRONTJOIST DETAIL - SINGLE 2x10PROPOSED TIMBER BENCH DETAILCSM Engineering, LLC208 SW Ocean BoulevardStuart, Florida 34994©ALTAMIRA CONDOSDUNE CROSSOVER GRASPABLE RAIL DETAILPROPOSED RAILING RETURN SECTION AT STAIRSELEVATIONCONTRACTOR CAN MODIFY ADJUST OVERALL LENGTH OF STRUCTURE TO MEETTHE CRITERIA OF FDEP AS LONG AS MAX SPAN IS NOT EXCEEDEDCONTRACTOR TO VERIFY CURRENT DUNE CONDITIONS2x4 MID RAIL SPLICE DETAILINTERMEDIATE 4x4 POST DETAILRAILING DETAILCSM Engineering, LLC208 SW Ocean BoulevardStuart, Florida 34994©ALTAMIRA CONDOSDUNE CROSSOVER