MIL-HDBK-1001-5 Roofing And Waterproofing S/S By Mil-Std-3007This handbook sets forth guidelines for design of roofing, LAYOUT 1 and waterproofing systems for building construction. It covers design of new low-slope and steep roof systems, reroofing of existing buildings, and waterproofing, and dampproofing systems.

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MIL-HDBK-1001/5A

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5.3.2.1	Differential Movement ....................	19
5.3.2.2	Contour Flashings ........................	19
5.3.3	Foot Traffic .............................	19
5.3.4	Details ..................................	20

Section	6	SINGLE-PLY ROOFING SYSTEMS
	6.1	Single-Ply Roofing Description ...........	21
	6.1.1	Single-Ply Sheet-Applied Materials .......	21
	6.1.1.1	Elastomeric Sheets .......................	21
	6.1.1.2	Plasticized Thermoplastic Sheets .........	21
	6.1.1.3	Uncured Elastomers .......................	22
	6.1.1.4	Modified Bitumens ........................	22
	6.1.2	Liquid-Applied Coatings ..................	23
	6.1.2.1	Uses .....................................	23
	6.1.2.2	Advantages ...............................	23
	6.1.2.3	Disadvantages ............................	23
	6.2	Perimeter Anchorage ......................	23
	6.3	Design Requirements/Considerations .......	24
	6.3.1	Single-Ply Roofs .........................	24
	6.4	Applicable Details .......................	25
	6.5	Single-Ply Membrane Standards ............	25
Section	7	SPRAYED POLYURETHANE FOAM
	7.1	Material Description .....................	26
	7.2	Uses .....................................	26
	7.2.1	Advantages ...............................	26
	7.2.2	Disadvantages ............................	27
	7.3	Design Recommendations ...................	27
	7.3.1	Foam Thickness and Slope .................	28
	7.3.2	Control Joints ...........................	28
	7.3.3	Membrane Coatings ........................	28
	7.4	Application Considerations ...............	29
	7.5	Flashings ................................	29
	7.6	Applicable Details .......................	29
Section	8	PROTECTED MEMBRANE ROOF SYSTEM
	8.1	Description ..............................	30
	8.2	General Design Recommendations ...........	30
	8.2.1	Structural Capacity ......................	30
	8.2.2	Slope ....................................	30
	8.2.3	Water-Test ...............................	30
	8.2.4	Climate ..................................	30
	8.3	Specific Design Recommendations ..........	31
	8.3.1	Drainage .................................	31
	8.3.2	Percolation Course .......................	32

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