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N.I.C. <br />N.I.C. <br />ROOF AREA A <br />ROOF AREA B <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />2 <br />33 <br />3 <br />1 <br />1 <br />ROOF AREA B <br />11'-3" <br />28'-3"35'-7" <br />61' <br />51' <br />31'-8" <br />14' <br />4' <br />25'-6" <br />40'-4" <br />119'-3" <br />53'-5" <br />30' <br />36'-9" <br />40'-2" <br />38'-2" <br />5'-4" <br />4'-6" <br />105'-5" <br />RL <br />RL <br />RL <br />RL <br />V <br />V <br />V <br />V <br />V <br />V <br />V <br />V <br />V <br />V <br />V <br />5 <br />5 <br />5 <br />5 <br />4 <br />4 <br />6 <br />6 <br />6 <br />1 <br />7 <br />13 <br />13 <br />10 <br />10 <br />8 <br />12 <br />12 <br />12 <br />9 <br />V <br />24'-5" <br />54'-9" <br />123' <br />48'-10" <br />32'-8" <br />115'-7" <br />2.0 <br />3 <br />2.0 <br />4 <br />2.0 <br />2 <br />3.0 <br />12 <br />2.0 <br />2 <br />11 <br />2.0 <br />4 <br />2.0 <br />5 <br />2.0 <br />5 <br />3.0 <br />10 <br />2.0 <br />5 <br />3.0 <br />13 TYP. <br />2.0 <br />5 <br />3.0 <br />11 <br />TYP. <br />3.0 <br />19 <br />2.0 <br />1 <br />3.0 <br />17 <br />3.0 <br />14 <br />2.0 <br />6 <br />3.0 <br />7 <br />3.0 <br />7 <br />3.0 <br />9 <br />SIM. <br />TYP. <br />2.0 <br />1 <br />3.0 <br />10 TYP. <br />2.0 <br />5 <br />SIM. <br />3.0 <br />19 <br />3.0 <br />8 <br />3.0 <br />18 <br />3.0 <br />17 <br />2.0 <br />1 <br />2.0 <br />5 <br />2.0 <br />1 <br />4.0 <br />22 <br />4.0 <br />21 4.0 <br />21 <br />4.0 <br />21 <br />3.0 <br />15 <br />4.0 <br />21 <br />2.0 <br />2 <br />2.0 <br />2 <br />N.I.C. <br />9 <br />PARAPET WALL <br />IN-WALL EXPANSION JOINT <br />GRAVEL-STOP EDGE <br />SCUPPER <br />DRAIN <br />MECHANICAL EQUIPMENT <br />CURB <br />RAIL CURB <br />ROUND PENETRATION <br />LEGEND <br /># <br />## <br />SATELLITE <br />DETAIL CUT <br />NOTE <br />WALKPAD <br />SLOPE DIRECTION <br />RIDGE <br />VALLEY <br />STRUCTURAL RIDGE <br />STRUCTURAL VALLEY <br />RL <br />V <br /> 1 REMOVE ABANDONED CURB/PENETRATION <br /> 2 RE-PIPE OVERFLOW DRAIN <br /> 3 INSTALL NEW 8"X16" OVERFLOW SCUPPER <br /> 4 WIDEN EXISTING SCUPPER TO 16" WIDE <br /> 5 REPLACE OVERFLOW CLAMPING RING WITH 6" <br /> 6 RAISE GAS PIPE TRAP <br /> 7 RAISE WATER/GAS PIPE <br /> 8 INSTALL ROOF HATCH RAIL <br /> 9 PAINT UNDERSIDE OF THE DECK OF ROOF AREA B <br />10 INSTALL NEW FALL PROTECTION ANCHOR <br />11 INSTALL NON-PENETRATING HANDRAIL <br />12 PAINT EQUIPMENT SUPPORT (ALTERNATE BID 1) <br />13 REPLACE PIPE INSULATION (ALTERNATE BID 2) <br />NOTES KEYED TO DETAIL CUT PLAN: <br />1.THESE DRAWINGS ACCOMPANY A PROJECT MANUAL BY ATLAS ENGINEERING DATED AUGUST 2020. THE <br />DRAWINGS ARE PROVIDED TO COMMUNICATE EXISTING CONDITIONS, DESIGN INTENT, AND GENERAL <br />REFERENCE. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, DRAWING SCALES, ROOF CONSTRUCTIONS, <br />AND ALL OTHER CONDITIONS THAT WILL AFFECT THE ROOF REPLACEMENT AND STAGING AND STORAGE <br />SHOWN ON THIS PLAN AND THE COVER SHEET FOR THE PURPOSE OF BIDDING AND CONSTRUCTION. SOME <br />FEATURES SUCH AS PENETRATIONS MAY NOT BE SHOWN TO EXACT SCALE FOR PURPOSE OF CLARITY. <br />2.THE EXISTING ROOF SYSTEM CONSTRUCTIONS WERE OBSERVED AT SELECTED, REPRESENTATIVE AREAS AND <br />ARE LISTED IN THE SPECIFICATIONS. <br />3.COORDINATE STORAGE AND STAGING AREAS WITH THE OWNER. PROTECT EXISTING BUILDING, EQUIPMENT, <br />SITE FEATURES, AND STORAGE AND STAGING AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. IF <br />DAMAGE OCCURS, REPAIR AREAS TO RETURN THEM TO THEIR CONDITION PRIOR TO THE START OF <br />CONSTRUCTION. <br />4.FOLLOW ALL OSHA AND ORANGE COUNTY SAFETY REGULATIONS. <br />5.VERIFY WALK TREAD LOCATIONS WITH THE DESIGNER. <br />6.PROVIDE A 6' CHAIN LINK FENCE WITH NON-PENETRATING WEIGHTED BASES AT THE MATERIAL STORAGE <br />AREA SHOWN ON THE COVER SHEET UNLESS OTHERWISE APPROVED BY THE OWNER. <br />7.INSTALL TAPERED INSULATION BEHIND ALL CURBS WIDER THAN 2'. <br />8.ENTRANCES/EXITS MUST BE PROTECTED THROUGH THE USE OF OVERHEAD PROTECTION. A SPOTTER MAY BE <br />REQUIRED ON THE GROUND WHEN WORK ABOVE IS OCCURRING DURING HOURS WHEN THE BUILDING IS <br />OCCUPIED. DO NOT BLOCK PEDESTRIAN OR VEHICULAR ACCESS TO THE BUILDING. <br />GENERAL NOTES: <br />No.REVISION By Date <br />DRAWN BY: <br />ENGINEER: <br />APPROVAL: <br />DATE: <br />PROJ.:SCALE: <br />DWG. NO. <br />1.0 <br />RT <br />KEW <br />AS SHOWNJ2400ROOF PLAN1 <br />1.0 SCALE: 3/32" = 1'-0" <br />ROOF PLAN <br />KEW <br />BID DOCUMENTS <br />08/04/2020ORANGE COUNTY SPORTSPLEX MAIN BUILDING ROOF REPLACEMENTHILLSBOROUGH, NORTH CAROLINAORANGE COUNTY ASSET MANAGEMENT SERVICESAREA OF DECKING <br />RESTORATION #1 & 5/8" Gyp <br />AREA OF DECKING <br />REPAIR #1 & 5/8" Gyp <br />DocuSign Envelope ID: 0EF7DD70-27CA-4E40-8E88-1E6140CEC524