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<br />010100.1 –SUMMARY OF WORK <br /> <br />Project Manual for Whitted Building Roof Replacement <br />Orange County, Hillsborough, NC <br />Prepared by Atlas Engineering, Inc., 551-A Pylon Drive – Raleigh, NC 27606 <br />May 2022 <br />SECTION 010100 <br /> <br />SUMMARY OF WORK <br /> <br />PART 1 GENERAL <br /> <br />1.01 GENERAL DESCRIPTION OF WORK INCLUDED <br /> <br />A. Furnish labor, equipment, materials, services and supervision necessary to complete the work <br />outlined in these technical specifications and drawings for roof replacement and associated work <br />at the Whitted Building located at 300 W. Tryon Street in Hillsborough, North Carolina. <br /> <br />B. The following is a summary of roof replacement work items included. This summary is not <br />intended to be an all-inclusive scope of work. Refer to individual specification sections and <br />drawings for more specific project requirements. <br /> <br />1. Perform a Pre-Job Damage Survey prior to the start of work. The purpose of the survey is <br />to document existing conditions and identify existing damages/distresses. Survey must <br />include roof-top components, building exterior, site features (pavements, walkways, <br />landscaping, etc.), building interior, applicable equipment, and other applicable <br />components. A pre-job damage survey is considered to be a protection for the contractor <br />and documentation will be used to assist the Owner, Designer and Contractor in <br />determining whether damages noted during construction were caused by construction <br />activities or were existing. <br /> <br />2. Remove the existing membrane(s), insulation, flashing, etc. down to the wood deck on <br />Roof Areas A and B, down to the metal deck on Roof Areas C and D, and down to the roof <br />deck on Roof Areas E and F, and legally dispose of off-site. Do not use power blowers to <br />remove debris from the flutes of the metal deck, use brooms and vacuum cleaners. Remove <br />the existing roof hatch penetration at the location shown on the drawings and repair the <br />deck. Perform a minimum of 10 fastener pull tests prior to beginning construction in the <br />presence of the Engineer and/or Owner’s representative. Remove existing coping, <br />counterflashing, gutter, downspouts, and other roof accessories and dispose of off-site. <br />Inspect any existing nailers to remain and replace damaged/deteriorated nailers. The <br />existing roof system consists of the following: <br /> <br />Roof Area A: Approximately 13,000 SF <br /> Modified bitumen membrane <br /> 1/2″ Wood fiberboard <br /> Polyisocyanurate insulation – Approximately 1.5″ <br /> Felt <br /> Wood deck <br /> <br /> Note: Slope is in the deck <br /> <br /> <br /> <br />DocuSign Envelope ID: 89558C18-938A-4BFF-B14A-A2214E8AA5DD