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20-22643
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20-22643
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Last modified
5/17/2021 2:28:44 PM
Creation date
5/17/2021 2:28:39 PM
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Building Department
Company Name
PEEPLES FAMILY CORP INC
Building Department - Doc Type
Permit
Permit #
20-22643
Building Department - Name
PEEPLES FAMILY CORP INC
Address
38345 5TH AVE
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ROOF DESIGN CONSIDERATIONS <br /> —Where the Mean January Temperature(reference current Plywood/Oriented Strand Board(OSB) <br /> ASHRAE Fundamentals Handbook)is below 40OF(4.40C), —Plywood must be exterior grade,minimum 4 ply,and at least <br /> lightweight insulating concrete decks must be poured and 15/32' (12 mm)thi& <br /> roofed between April 1st and October 31st;this type of deck is <br /> unacceptable in Alaska. —OSB must comply with Structural 1 rating and be at least 716' <br /> —lightweight insulating concrete should not be poured during (11 mm)thick. <br /> rainy periods;deck areas that have frozen before they have —Tongue and groove edges. <br /> cured must be removed and replaced.Check decks for moisture —Adhesives should only be used with untreated plywood/OSB. <br /> content and dryness if exposed to precipitation prior to <br /> installation of roof membrane. —Surface of plywood/OSB should be dry to the touch with no <br /> visible liquid,snow or ice at the time roofing is installed. <br /> Loadmaster Decks —Moisture content not to exceed 16%. <br /> —Roof deck must be installed by a Loadmaster-approved <br /> contractor according to Loadmaster specifications. Sheet Metal <br /> —Min.25 gauge steel decking,15/1c"(22 mm)deep with'/z"(13 —Min.24 gauge steel. <br /> mm)thick mineral board top panel. —Min..032" (8 mm)aluminum. <br /> —Polystyrene or polyisocyanurate insulation is optional. —Corrugated panels require overlay of 15/32" (12 mm)plywood/ <br /> —Install only white or light colored membranes on Loadmaster oriented strand board or silicone-impregnated gypsum panel. <br /> Decks. <br /> —Consult a GAF Field Services Manager or Director for reroofing Gypsum Panel <br /> and re-covering requirements. <br /> —Min.'/z" (13 rum)thickness. <br /> Non-Acceptable Substrates —Underlying substrate must allow securement of flashing at <br /> prescribed spacing.Mechanical attachment to gypsum panels <br /> Note:The following are some examples of non-acceptable roof is not acceptable. <br /> substrates,but should not be considered a complete list.Please —Use of gypsum panel requires GAF Field Services Area Manager's <br /> call 800-766-3411 or consult with a GAF Field Services Manager or or Director's approval. <br /> Director regarding the suitability of unusual deck substrates. <br /> —Metal roof panels,unless secured to structural purlins <br /> —Transite roof panels ROOF DRAINAGE <br /> —Fiberglass roof panels Providing positive roof drainage is important.Standing water <br /> can result in deck deflection and possible structural damage. <br /> In addition,in the event of an opening through the roofing <br /> PARAPET WAIlS membrane,standing water can significantly worsen damage to the <br /> roof system,the building itself,and interior contents by providing <br /> Most common structural wall types are suitable substrates for the a reservoir of water ready to gravitate through the membrane <br /> installation of EverGuard®membrane flashing. opening.Providing structural slope in the deck assembly,installing <br /> a tapered lightweight cellular concrete overlay,installing a tapered <br /> insulation system,or adding additional drains are the most <br /> Brick/Block Masonry common methods of achieving positive drainage. <br /> —Standard-finish brick and concrete block with standard tooled National building codes generally require a minimum'/a:12 slope <br /> mortar joints. to drain in order to provide positive drainage and accommodate <br /> —Split-face block,textured block and brick,and deeply tooled deck irregularities.Although existing buildings may or may not <br /> mortar joints require a cementitious coating or plywood facing be required by code to achieve this degree of roof slope,providing <br /> to provide a smooth and even substrate surface. positive slope to drain remains an important design consideration. <br /> In situations where roof edge conditions,window/door height above <br /> the roof surface,parapet wall height,weep hole locations,rooftop <br /> Structural Concrete equipment mountings,or other factors prevent the installation of <br /> —Steel trowel,wood float,or removable form finish. a full slope-to-drain system,a combination of additional drain <br /> locations,tapered saddles,and crickets to direct drainage to drain <br /> —Ridges and other irregularities require grinding to provide a points should be considered. <br /> smooth and even substrate surface. <br /> Design and installation of roof drainage systems should comply <br /> with the International Energy Conservation Code(IECC)and the <br /> Stucco/EIFS International Plumbing Code(IPC). <br /> —Stucco finish and EIFS systems must be removed to the <br /> underlying substrate surface. <br /> 14 <br />
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