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GUTTER EDGE4SCALE: 3" = 1'-0"NOTES:1.CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIOR TO SHEET METAL FABRICATION AND TO CONFIRM DETAIL AS SHOWN WILL PROVIDE POSITIVE DRAINAGE WITHOUT PONDING WATER.NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION.4"7"1"1"1"514"2"HOT-AIR WELDGUTTERGUTTER BRACKETSEALANT TAPEROOF MEMBRANECOVER BOARD 1.5" ROOF INSULATON414"4"STRIPPING MEMBRANEPOLYMER-CLAD DRIP EDGEGUTTER SPACERFASCIA COVERFLASHING MEMBRANE18" X 1.5" TAPEREDEDGE STRIPTAPERED INSULATION SYSTEMEXISTING STEEL DECKROOF MEMBRANEHOT-AIR WELDSTRIPPING MEMBRANE4"1.5" ROOF INSULATONCRIMPED ON METAL EDGE1SCALE: 3" = 1'-0"1"2" MIN.4"TAPERED INSULATION SYSTEMCOVER BOARDEXISTING STEEL DECKPOLYMER-CLAD CONTINUOUSCLEAT FASTENED @ 6" O.C.CRIMPED ON METALEDGE (FULLY HANDTONG TOP AND BOTTOM)EXISTING WOOD NAILERS AS REQUIREDTO MATCH INSULATION HEIGHTNOTES:1.CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIORTO SHEET METAL FABRICATION.2.EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND UPLIFT PRESSURES SPECIFIED INACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2. CONTRACTOR SHALL PROVIDESHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCEOF TESTING TO RESIST THE SPECIFIED WIND UPLIFT PRESSURES.3.PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEEDALLOWABLE TESTED ASSEMBLY REQUIREMENTS.SEALANT TAPEFLASHING MEMBRANE3"MIN3"MINHOT-AIR WELDPRE-FABRICATED PIPE FLASHINGSTAINLESS STEEL DRAWBANDSEALANT BETWEEN PIPE ANDFLASHING, TOOLED CONCAVEEXISTING PIPE PENETRATIONROOF MEMBRANECOVER BOARD1.5" ROOF INSULATIONTAPERED INSULATIONSYSTEMSTAINLESS STEELDRAWBANDPIPE PENETRATION3SCALE: 3" = 1'-0"112"MINEXISTING STEEL DECK1.5" ROOF INSULATIONGUTTER EXPANSION JOINTANOT TO SCALEA3/4"1-1/2"E @ 354-1/2"1-1/8"BC5/8"2-1/2"ALUM.3/16"5/8"3/4"NOT TO SCALESECTION A-ATEMP (°F)E @ 120E @ 170E @ 75STEEL1/2"3/16"5/8"1/4"1/2"2"COPPER1/8"1/16"3/16"ENDSCOVER PLATESLOPEMETAL EDGEGUTTERCOVER PLATERIVET & SEALBMETAL EDGEFRONT OFGUTTER1"LOWER THANBACKCCEDOWNSPOUT HANGERDOWNSPOUTTWO-PIECE DOWNSPOUTHANGER SPACED @ 8'O.C. OR A MINIMUM OFTWO (2) PER DOWNSPOUT5"4"4"DOWNSPOUTOUTLET TUBEGUTTER3/4"DOWNSPOUT OUTLET TUBERIVET AT 2" O.C. (SEAL RIVETSW/ POLYURETHANE SEALANTSEALANT TAPEGUTTER/DOWNSPOUT COMPONENTS5SCALE: 3" = 1'-0"CRIMPED ON METAL EDGE COMPONENTS2SCALE: 3" = 1'-0"6"CRIMPED ON METAL EDGE JOINTSTWO BEADS OF BUTYLSEALANT EACH SIDE OF JOINT14"COVER PLATECRIMPED ON METAL EDGE34"34"1"CONTINUOUS CLEATFASTENED 6" O.C.CONTINUOUS CLEAT CONFIGURATION134"8"MAX.CONTINUOUS CLEAT FLANGE SECUREMENT4"1"12"3"3"3"CONTINUOUS CLEATCRIMPED ON METAL EDGE1"4"EDGE METAL PRESSURESNOTES:1.EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND PRESSURES SPECIFIED IN WIND UPLIFTSUMMARY IN ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2.2.CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONSAND PROVIDE EVIDENCE OF TESTING TO RESIST THE SPECIFIED WIND PRESSURES.3.PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEED ALLOWABLETESTED ASSEMBLY REQUIREMENTS.VERTICAL:ZONE 2 OR 3 PRESSURE LISTEDIN WIND UPLIFT SUMMARY (MIN.REQUIRED UPLIFT STRENGTH)HORIZTONAL OUTWARD:ZONE 4 OR 5 PRESSURELISTED IN WIND UPLIFTSUMMARY (MINREQUIRED WIND UPLIFTSTRENGTH)JOINT STRIPPINGEXISTING WOOD BLOCKINGTHE ORIGINAL DRAWINGTHIS LINE IS 1 INCH ONSCALE DRAWING ACCORDINGLY.IF IT IS NOT 1 INCH ON THIS PAGE,SHEET TITLEDRAWINGPROJECT NAME:SEALS:XR501NO.DESCRIPTIONDATEPROJECT NO:ISSUE:gRCmargnIhetS <br />0991ooeisteedfRonsul <br />t <br />a <br />n <br />tr penDETAILSEngineering solutions for tomorrow®9121 Anson Way | Suite 100Raleigh, NC 27615www.reiengineers.comNORTH CAROLINAENGINEERING FIRMLICENSE # C-1520ORANGE COUNTYSOLID WASTE SCALEHOUSE BUILDINGROOF REPLACEMENTGENERAL NOTES:1.THESE DOCUMENTS ARE THE PROPERTYOF REI ENGINEERS, INC. (REI) AND REIRETAINS ALL RIGHTS THEREIN, INCLUDINGCOPYRIGHTS. IT MAY ONLY BE USED IN AMANNER CONSISTENT WITH REI'S RIGHTSWHILE REI IS PROVIDING SERVICE FOR THESPECIFIC PROJECT IDENTIFIED ORREFERRED TO HEREIN OR EXTENSIONSTHERETO. IT MAY NOT BE USED FOR ANYOTHER PURPOSE EXCEPT WITH THEEXPRESS WRITTEN AGREEMENT OF, ANDCOMPENSATION TO, REI ENGINEERS, INC.2.DIMENSIONS, DETAIL COMPONENTS ANDEQUIPMENT PENETRATION LOCATIONSARE FOR INFORMATION ONLY.CONTRACTOR IS RESPONSIBLE TO FIELDVERIFY ALL INFORMATION PROVIDED.SHEET NOTES:1.FOR DETAILS, LIGHT LINES REPRESENTEXISTING CONSTRUCTION TO REMAIN ANDDARK LINES REPRESENT NEWCOMPONENTS TO BE PROVIDED.2.ANY WHOLE OR PARTIAL INSULATIONBOARD OR PORTION OF ANY BOARD WHICHFALLS IN THE PERIMETERS & CORNERSOUTLINED SHALL BE SUBJECT TO THEFASTENING REQUIREMENTS FOR THEHIGHEST WIND ZONE ENCOUNTERED,ACROSS THE ENTIRE BOARD.1520 EUBANKS ROADCHAPEL HILL, NC 2751611-12-24R24RAL-074DDDESIGN DEVELOPMENTCD01-03-25CONTRACT DOCUMENTSDocusign Envelope ID: FA2D0569-6BCE-4E38-B3EE-9B3EFD09A753