Loading...
HomeMy WebLinkAboutDrawing Permit setEXISTING SLIDERTO REMAINPARTIAL DEMO FLOOR PLAN38"=1' SCALEEXISTING MASONRYWALL TO REMAIN(TYP.)EXISTING SLIDERTO BE REMOVED(TYP. U.N.O.)EXISTINGNON-LOADBEARING WOODCOLUMN TO BEREMOVED. FIELDVERIFY NON-LOADBEARING PRIOR TOREMOVAL. (TYP.)EXISTING SLIDERTO REMAINEXISTING STEELCOLUMN &FINISHES TO BEREMOVED (TYP.)EXISTING SCREENENCLOSURE TO BEREMOVED (TYP.)PARTIAL EXISTING ROOFFRAMING PLAN38"=1' SCALEEXISTING CONCRETEBEAM TO REMAIN(TYP.)EXISTING PRE-ENGINEEREDROOF TRUSS TO REMAIN(TYP.)EXISTING (2)-2X12 BEAMTO REMAIN “ “EXISTINGCONCRETE SLAB &FOOTING TOREMAINEXISTINGREAR PORCHEXISTINGHOMEEXISTINGREAR PORCHEXISTINGHOMEEXISTING STEELCOLUMN TO BEREMOVED (TYP.)EXISTING OUTLET(TYP.)EXISTINGRECESSEDLIGHT FIXTURE(TYP.)EXISTINGCEILING FANGENERAL STRUCTURAL NOTES:GENERAL:THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDINGCODE RESIDENTIAL ALONG WITH AMMENDMENTS. MATERIALS AND SERVICES PROVIDED BYTHE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACTSPECIFICATIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONSAND RESTRICTIONS.INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.SHORE EXISTING ROOF TRUSSES PRIOR TO REMOVAL. SHORING DESIGN BY OTHERS.LOADINGS:ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 25 PSFWIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18CONCRETE:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION.REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION.CAST-IN-PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF3,000 PSI.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.WOOD FRAMING:WOOD FRAMING SHALL BE SOUTHERN PINE, No. 2 OR BETTER.LVL'S SHALL BE WEYERHAEUSER MICROLLAM 2.0E.STEEL:STEEL SHALL CONFORM TO AISC SPECIFICATIONS, LATEST EDITION.WELDING SHALL CONFORM TO AWS SPECIFICATIONS, LATEST EDITION.PLATES & THREADED ROD SHALL CONFORM TO ASTM A36.CHECKEDDRAWNMJNDESIGNEDBJMDATEJOB NO.A-1DESCRIPTIONDATEREVISION SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080DEMO PLANS & NOTES 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057206-26-202020-198PALM CITY, FL BOWDITCH RESIDENCE 1597 NW SWEETBAY CIRCLE 06-26-20 PARTIAL PROPOSED FLOOR PLAN38"=1' SCALEAA-2PARTIAL PROPOSED ROOFFRAMING PLAN38"=1' SCALEAA-2NEW 6 PANEL/3 TRACKSLIDERNEW 4" CONCRETE SLABW/ FIBERMESH OVEREXISTING CONCRETESLABNEW (3)-134"X20" LVLEXISTING (2)-2X12 BEAMTO REMAINSEE DETAIL 1SEE DETAIL 1NEW 8 PANEL/4 TRACKPOCKET SLIDERNEW WALL INFILLFRAMING (TYP. EACHEND)234“PROPOSED SUNROOM(CAT. 2)EXISTINGHOMEEX. OVERHANGNEW 8 PANEL/4 TRACKPOCKET SLIDERNEW PAVERSYSTEMNEW RECESSEDSOFFIT LIGHT FIXTURENEW RECESSEDSOFFIT LIGHT FIXTUREPROPOSED SUNROOM(CAT. 2)EXISTINGHOMESECTION A12"=1' SCALEEXISTING (2)-2X12 BEAM TOREMAINNEW (3)-134"X20" LVL. FASTENTOGETHER W/ (3)-38" X 8" LAGSCREWS SPA. @ 1'-0" O.C.COUNTERSUNKEXISTING CONCRETEBEAM TO REMAINEXISTING STUCCOCEILING TO REMAINEXISTINGPRE-ENGINEERED ROOFTRUSS TO REMAINNEW 4" CONCRETE SLAB W/FIBERMESH OVER EXISTINGCONCRETE SLABEXISTING CONCRETESLAB TO REMAINEXISTING CONCRETESLAB & FOOTING TOREMAINNEW RIPPED (2) -2X10BLOCKING. FASTEN TO NEW(3)-134"X20" LVL W/ 38" X 8" LAGSCREWS SPA. @ 1'-0" O.C.COUNTERSUNKNEW 8 PANEL/4 TRACKPOCKET SLIDERNEW 6 PANEL/3 TRACKSLIDER9'-101 2“NEW 2X12 P.T. STUDSSPA. @ 1'-0" O.C.NEW STUCCO, LATH &WATER BARRIER TOMATCH EXISTING (TYP.)#4 x 1'-0" LNGDOWEL EPOXIED 6"INTO EXISTING SPA.@ 1'-4" O.C. (TYP. 3SIDES)NEW PAVER PATIONEW 2X12 P.T. (TYP.)12" PLYWOOD.FASTENED W/ 8d NAILSSPA. @ 6" O.C.SIMPSON H8 W/(10) 10d x 112"AT EACH TRUSS TO STUD. ALIGNSTUD WITH TRUSS.(2) SIMPSON HGAM10KTA W/(4)SDS 14"x112" TO STUD & (4) 14"x2 34"TITEN 2 TO CONCRETE EACH STUD(4) #10x4" WD SCREW TOP &BOTTOM EACH STUDPARTIAL PROPOSED REARELEVATION38"=1' SCALENEW 6 PANEL/3TRACK SLIDERCHECKEDDRAWNMJNDESIGNEDBJMDATEJOB NO.A-2DESCRIPTIONDATEREVISION SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080PROPOSED PLANS, SECTION & ELEVATION 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057206-26-202020-198PALM CITY, FL BOWDITCH RESIDENCE 1597 NW SWEETBAY CIRCLE 06-26-20 112" GAPWELDED ASSEMBLY, W1DETAIL 11"=1' SCALENEW (3)-134"X20" LVLEXISTING (2)-2X12 BEAM34" DIA. THRD. ROD W/ NUTS &WASHERS COUNTERSUNK (TYP.)EXISTING MASONRYWALL. GROUT SOLID ATANCHORS.34" DIA. ADHESIVEANCHOR W/ NUT (7"MIN. EMBED.)EXISTING (2)-2X12 BEAMEXISTING MASONRYWALL. GROUT SOLID ATANCHORS.NEW (3)-134"X20" LVLWELDED ASSEMBLY, W134" DIA. ADHESIVEANCHOR W/ NUT (7"MIN. EMBED.)34" DIA. THRD. ROD W/ NUTS &WASHERS (TYP.)EXISTING MASONRY WALL& CONCRETE TIE BEAMEXISTING (2)-2X12 BEAMNEW (3)-134"X20" LVLWELDED ASSEMBLY, W1. KERF AT NEW BEAM.34" DIA. ADHESIVEANCHOR W/ NUT (7"MIN. EMBED.)34" DIA. THRD. ROD W/ NUTS &WASHERS (TYP.)NEW RIPPED (2) 2X10BLOCKINGEXISTING CONCRETETIE BEAMNOTE: ADHESIVE SHALL BE HILTIHIT-HY200-R OR EQUALROUT BEAM BOTTOM AT PLATEWELDED ASSEMBLY, W13"=1' SCALE1'-81 4"6"3"1'-8" 4"3"3"4" 1 4" 4"4"4"4"41 4"12" PLATE (TYP.)1316" DIA. HOLE(TYP.)1451 4" 11 4"23 4"11 4"12"25 8"141316" DIA. HOLE(TYP.)12" PLATE (TYP.)ELEVATIONPLANSIDE514"1'-81 4"1316" DIA. HOLE(TYP.)1412" PLATE (TYP.)3"3"CHECKEDDRAWNMJNDESIGNEDBJMDATEJOB NO.A-3DESCRIPTIONDATEREVISION SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080DETAILS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057206-26-202020-198PALM CITY, FL BOWDITCH RESIDENCE 1597 NW SWEETBAY CIRCLE 06-26-20