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ROOF AREA A <br />ROOF AREA B <br />ROOF AREA C <br />ROOF AREA D <br />ROOF <br />SECTION E <br />ROOF <br />AREA F <br />36' <br />61'-4" <br />27' <br />9'-8"128'-6" <br />2' <br />10' <br />27' <br />20' <br />10' <br />8' <br />18'-3" <br />62'-6" <br />147'-9" <br />1'-6" <br />61'-3" <br />1' <br />15' <br />40' <br />43'-4"43'-4" <br />1 <br />1 <br />5 <br />6 <br />8 <br />7 <br />10 10 <br />OD <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />OD <br />2 <br />OD <br />2 <br />OD <br />2 <br />OD <br />2 <br />OD <br />2 <br />OD <br />2 <br />OD <br />2 <br />3 <br />3 <br />3 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />9 <br />9 <br />9 <br />9 <br />4.0 <br />17 <br />3.0 <br />83.0 <br />10 <br />2.0 <br />1 <br />2.0 <br />1 <br />3.0 <br />10 <br />2.0 <br />4 <br />3.0 <br />12 <br />4.0 <br />15 <br />3.0 <br />10 <br />2.0 <br />3 <br />2.0 <br />4 <br />2.0 <br />44.0 <br />15 <br />4.0 <br />17 <br />5.0 <br />18 <br />2.0 <br />5 <br />2.0 <br />3 <br />4.0 <br />16 <br />4.0 <br />17 <br />4.0 <br />13 <br />4.0 <br />14 <br />4.0 <br />16 <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />2.0 <br />3 <br />3.0 <br />12 <br />2.0 <br />5 <br />3.0 <br />9 <br />3.0 <br />9 <br />3.0 <br />9 <br />3.0 <br />9DS <br />DS <br />DS DS DS DS3.0 <br />11 <br />2.0 <br />1 <br />2.0 <br />2 <br />2.0 <br />2 <br />2.0 <br />2 <br />2.0 <br />2 <br />2.0 <br />6 <br />2.0 <br />1 <br />2.0 <br />2 <br />2.0 <br />6 TYP. <br />3.0 <br />9 <br />4.0 <br />15 <br />2.0 <br />1 <br />2.0 <br />1 <br />2.0 <br />1 <br />2.0 <br />1 <br />2.0 <br />1 <br />2.0 <br />2 <br />2.0 <br />3 <br />2.0 <br />3 <br />3.0 <br />7 <br />3.0 <br />7 <br />4.0 <br />17 <br />TYP. <br />PARAPET WALL <br />GUTTER AND DOWNSPOUT <br />GRAVEL-STOP EDGE <br />SCUPPER <br />DRAIN WITH SUMP <br />OVERFLOW DRAIN <br />MECHANICAL EQUIPMENT <br />CURB <br />ROUND PENETRATION <br />LEGEND <br />OD <br />DS <br /> 1 INSTALL NEW PRIMARY DRAIN <br /> 2 INSTALL NEW OVERFLOW DRAIN <br /> 3 INSTALL NEW OVERFLOW SCUPPER <br /> 4 CUT AND CAP EXISTING DS WITHIN CORNICE, PAINT <br />TO MATCH. <br /> 5 INSTALL NEW EXTERIOR ROOF ACCESS LADDER <br /> 6 INSTALL NEW ROOF HATCH OPENING, ROOF HATCH <br />RAIL, INTERIOR ACCESS LADDER, INTERIOR <br />DRYWALL CHASE, AND INTERIOR ACCESS PANEL. <br />LOCATION ON ROOF PLAN IS A GENERAL LOCATION. <br />VERIFY FINAL LOCATION WITH DESIGNER. <br /> 7 REPLACE EXISTING ROOF HATCH AND INSTALL NEW <br />ROOF HATCH RAIL <br /> 8 REMOVE EXISTING ROOF HATCH AND REPAIR ROOF <br />DECK <br /> 9 REPLACE PASSIVE VENT (ALTERNATE BID 1) <br /> 10 REPLACE COPPER CHIMNEY CAPS (ALTERNATE BID 2) <br />KEY NOTES: <br />1.THESE DRAWINGS ACCOMPANY A PROJECT MANUAL BY ATLAS ENGINEERING DATED MAY 2022. 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.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 />ROOF AREA A <br />ROOF AREA B <br />ROOF AREA C <br />ROOF AREA D <br />ROOF <br />SECTION E <br />ROOF <br />AREA <br />F <br />=FIELD (28 PSF) <br />=PERIMETER (47 PSF) <br />=CORNER (70 PSF) <br />8' <br />8' <br />4' <br />4' <br />8' <br />8' <br /># <br />##DETAIL CUT <br />KEYED NOTE <br />WALKPAD <br />ROOF ACCESS LADDER <br />ROOF SLOPE DIRECTION <br />SLOPE IN STRUCTURE <br />RIDGE <br />VALLEY <br />PERIMETER OF ROOF <br />(16 FASTENERS/BOARD) <br />6" <br />2' <br />2'-0" <br />1'-0"1' <br />1'1' <br />2' <br />FIELD OF ROOF <br />(12 FASTENERS/BOARD) <br />NOTE: <br />1.IF PART OF A BOARD FALLS WITHIN THE PERIMETER OR CORNER BOUNDARY, <br />THAT ENTIRE SHEET MUST ALSO MEET THE FASTENING PATTERN REQUIRED <br />FOR THAT AREA. <br />2.FASTENING PATTERN SHOWN IS MINIMUM REQUIREMENTS. THE <br />CONTRACTOR IS RESPONSIBLE FOR PROVIDING ENHANCED PATTERNS IF <br />REQUIRED BY THE MANUFACTURER. <br />CORNER OF ROOF <br />(20 FASTENERS/BOARD) <br />1' <br />6" <br />1'-6" <br />1' <br />6"1'6"6" <br />4"4" <br />PERIMETER OF ROOF <br />(6" RIBBONS) <br />FIELD OF ROOF <br />(12" RIBBONS) <br />CORNER OF ROOF <br />(4" RIBBONS) <br />No.REVISION By Date <br />DRAWN BY: <br />ENGINEER: <br />APPROVAL: <br />DATE: <br />PROJ.:SCALE: <br />DWG. NO. <br />1.0 <br />HMF <br />DCC <br />J2582OVERALL ROOF PLAN1 <br />1.0 SCALE: 3/32" = 1'-0" <br />ROOF PLAN <br />DCC/WRT <br />05/06/2022ORANGE COUNTY WHITTED BUILDING ROOF REPLACEMENTHILLSBOROUGH, NORTH CAROLINAORANGE COUNTY ASSET MANAGEMENT SERVICESENGINEERING, INC.AS SHOWN <br />2 <br />1.0 NOT TO SCALE <br />WIND UPLIFT PLAN <br />NOT TO SCALE <br />MINIMUM INSULATION FASTENING REQUIREMENTS <br />NOT TO SCALE <br />ADHESIVE PATTERN SPACING REQUIREMENTS <br />BID DOCUMENTS <br />DocuSign Envelope ID: 89558C18-938A-4BFF-B14A-A2214E8AA5DD