Flex Membrane International Corp. 2670 Leiscz’s Bridge Road, Suite 400, Leesport, PA 19533 Tel: 610-916-9500 Fax: 610-916-9501
FLEX TPO PLUS
MECHANICALLY ATTACHED ROOF SYSTEMS
PERIMETER SHEET REQUIREMENTS AND FASTENER GUIDE
Perimeter Sheets:
Flex TPO mechanically attached roof systems require the installation of ½ (half) sheets along the roof
perimeter. The roof perimeter is defined as the edges of each roof section. Situations that involve multilevel roof areas that meet at a common wall, the adjacent edge of the upper roof is treated as a roof
perimeter if the height difference is greater than 3 (three) feet. A perimeter sheet is not required at the
base of the wall.
The height of the building and the wind uplift pressure requirements of the project are factored to
determine the number of perimeter sheets to install. A minimum of one perimeter sheet is required.
Sloped roof assemblies equal to or greater than a 2:12 slope require a minimum of one perimeter sheet to
be installed centered over the roof ridge.
Buildings that have canopies or overhangs or large openings in the walls require the additional installation
of perimeter sheets in these areas. Contact Flex Technical Services for assistance in determining the
number of perimeter sheets to install in these roof areas.
The following chart is provided to act as a general guide to assist in calculating the perimeter sheets
required for most installations. The project specifications, Building Code requirements or Factory Mutual
approval may dictate fastener/plate placement options and the installation of additional rows of perimeter
sheets with enhanced membrane securement.
Wind Velocity Building Height Number of Perimeter Sheets Required
≤ 100 mph ≤ 50’
50’ to 75’
100 to 129 mph ≤ 75’ 2 **
≥ 130 mph ≤ 75’ 4
Notes:
1. Fastener assembly spacing for perimeter sheets is the same as required for the fastener
spacing of the roof field area sheets.
* Installation of 12’ wide membrane requires 2 rows of perimeter sheets fastened 12” o.c.
** Gypsum or Cementitious Wood Fiber Decks in the 100 to 129 mph wind zone require
installing 3 rows of perimeter sheets.
The following chart is provided to act as a general guide to assist in determining the fastener density
required for most installations. The project specifications, Building Code requirements or Factory Mutual
approval may dictate fastener/plate placement options other than those listed below.
1 or 2 *
2
8/2012 1
Wind
Velocity
≤ 100 mph ≤ 40’ Steel, Lightweight Concrete, Structural
≤ 75’ Steel, Lightweight Concrete, Structural
≤ 75’ Cementitious Wood Fiber , Gypsum 8’ wide 12” o.c.
100 to 119
mph
≤ 50’ Steel, Lightweight Concrete, Structural
≤ 40’ Structural Concrete 12’ wide 12” o.c.
≤ 75’ Structural Concrete 10’ wide 12” o.c.
≤ 50’ Cementitious Wood Fiber , Gypsum 8’ wide 12” o.c.
120 to 129
mph
≤ 50’ Structural Concrete 10’ wide 12” o.c.
≥ 130 mph ≤ 75’ Steel, Lightweight Concrete 10’ wide 6” o.c.
≤ 50’ Structural Concrete 8’ wide 12” o.c.
Notes:
1. Lightweight Insulating Concrete Decks must be installed over a steel deck.. The fasteners
must penetrate through the steel deck.
2. Cementitious Wood Fiber, Gypsum and Wood Decks are not acceptable for a mechanically
attached roof system installation in the ≥ 130 mph wind zone.
Fastener Pullout Requirements:
Building
Height
Concrete, Wood Plank
Concrete, Wood
≤ 40’ Steel, Lightweight Concrete, Structural
Concrete, Wood Plank
Concrete, Wood
≤ 75’ Steel, Lightweight Concrete 8’ wide 12” o.c.
Roof Deck Field
Membrane
12’ wide 12” o.c.
10’ wide 12” o.c.
12’ wide 6” o.c. or 12”
10’ wide 12” o.c.
Fastener
Density
o.c.
It is recommended that withdrawal resistance tests be performed when considering specifying a
mechanically attached roof system. If the installation is to be a retrofit or recover project the existing
roofing material must be removed to the deck and the pullout test performed to the uncovered deck. The
test is to be performed by a qualified and experienced individual certified by the fastener manufacturer.
Fastener installations must be tested in various locations of the roof including corner and perimeter areas.
A roof plan should be included with the submittal documenting the location of each pullout test and the
associated values. The following values are the minimum withdrawal resistance required for the roof
system installation.
Deck Type Min. Pullout Value System
Steel 22 gauge or heavier 500 lbs. Mechanically Fastened
Steel lighter than 22 gauge 300 lbs. Adhered only
Lightweight Concrete on Steel 360 lbs. Mechanically Fastened
Structural Concrete 800 lbs. Mechanically Fastened
Wood 360 lbs. Mechanically Fastened
Cementitious
Wood Fiber or Gypsum 300 lbs. Mechanically Fastened
360 lbs. Adhered
Adhered
250 lbs. Adhered
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