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<br />010100.2 –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 />Roof Area B: Approximately 8,900 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 />Roof Area C: Approximately 750 SF <br /> Modified bitumen membrane <br /> 1/2″ Wood fiber board <br /> Polyisocyanurate insulation – Approximately 1.5″ <br /> Felt <br /> Metal deck <br /> <br /> Note: Slope is in the deck <br /> <br />Roof Area D: Approximately 150 SF <br /> Modified bitumen membrane <br /> 1/2″ Wood fiber board <br /> Polyisocyanurate insulation – Approximately 1.5″ <br /> Felt <br /> Suspected to be metal deck <br /> <br />Roof Area E: Approximately 280 SF <br /> Modified bitumen membrane <br /> 1/2″ Wood fiber board <br /> Polyisocyanurate insulation – Approximately 1.5″ <br /> Felt <br /> <br />Note: Roof was not accessed as part of the fieldwork. The deck is suspected to be wood <br />or metal. <br /> <br />Roof Area F: Approximately 265 SF <br /> Modified bitumen membrane <br /> 1/2″ Wood fiber board <br /> Polyisocyanurate insulation – Approximately 1.5″ <br /> Felt <br /> Assumed nailable deck <br /> <br />Note: Slope is assumed to be in the insulation on roof areas D, E, and F. Notify the engineer <br />if field conditions vary. Roof Areas D, E, and F are assumed to have nailable roof decks. <br />Notify the engineer if deck conditions vary. The contractor should core these roof areas to <br />confirm existing conditions prior to tear off. <br />DocuSign Envelope ID: 89558C18-938A-4BFF-B14A-A2214E8AA5DD