Detail Drawings by Name:
• SF-01: To Compress Shear Skirt into Existing Cant Strip
• SF-02 Layout1: Spring Flange Reinforced Membrane Air Seal or
Shear Skirt
• SF-03 Layout1: Spring Flange Air Seal Term for Non-Fastenable
Walls Used w/ Shear Skirts, or Reinforced Membrane (70 MPH)
• SF-04 Layout1: Spring Flange Air Seal Term for Non-Fastenable
Roof Deck Used w/ Shear Skirts, or Reinforced Membrane (70 MPH)
• SF-05 Layout1: Earthquake Spring Flange Wall to Deck Air Seal ;
(150 MPH)
• SF-06 Layout1: Steel Spring Flange Deck to Wall Air Seal (80
MPH)
• SF-07 Layout1: Spring Flange Air Seal on a Monolithic Deck C-
EPDM (100+ MPH)
• SF-08 Layout1: Shear Skirt w/ 22 Gauge Steel Compression Air
Seal For Free Flow of Water into Gutter (80 MPH)
• SF-09 to SF-14; Steps 1 to 6
Earthquake Wall to Deck Air Seal (150 MPH):
SF-09 step1 Layout1 * SF-10 step2 Layout1 *
SF-11 step3 Layout1 * SF-12 step4 Layout1 *
SF-13 step5 Layout1 * SF-14 step6 Layout1
• SF-15 to SF-20, Steps 1 to 6: Freezer Roofing Procedures:
SF-15 step1 Layout1 * SF-16 step2 Layout1 *
SF-17 step3 Layout1 * SF-18 step4 Layout1 *
SF-19 step5 Layout1 * SF-20 step6 Layout1 *
• SF-21 Layout1: Freezer Roofing
• SF-22 Layout1: Earthquake Spring Flange Air Seal over Wall
Expansion Joint Direct Membrane Term to Vertical Wall w/ Floating
Tapered Crickets for Water Flow. Also TPO Totally Adhered to a
Weighted Board (80 MPH)
• SF-23 Layout1: Earthquake Spring Flange Air Seal over Wall
Expansion Joint Shear Skirt Field Mem Term to Vertical Wall
w/ Floating Tapered Crickets for Water Flow. Also TPO Totally
Adhered to a Weighted Board (80 MPH)
• SF-24 Layout1: Earthquake Spring Flange Air Seal over Wall
Expansion Joint, Shear Skirt Shear Skirt Field Mem Term to Vertical
Wall w/ Floating Tapered Crickets for Water Flow. Also TPO Totally
Adhered to a Weighted Board (80 MPH)
• SF-25 Layout1: Reinforced Air Seal Membrane Adhered Over Deck
to Wall Expansion Joint Direct Membrane Termination to Vertical Wall
w/ Floating Tapered Crickets for Water Flow. Also TPO Totally
Adhered to a Weighted Board (80 MPH)
• SF-26 Layout1: Reinforced Air Seal Membrane Adhered Over
Deck to Wall Expansion Joint Shear Skirt Field Mem Term to Vertical
Wall w/ Floating Tapered Crickets for Water Flow. Also TPO Totally
Adhered to a Weighted Board (80 MPH)
• SF-27 Layout1: Earthquake Spring Flange Air Seal Direct
Membrane Term to Vertical Wall w/ Floating Tapered Crickets for
Water Flow Also TPO Totally Adhered to a Weighted Board (80 MPH)
• SF-28 Layout1: Earthquake Spring Flange Air Seal Shear Skirt
Field Mem Term to Vertical Wall w/ Floating Tapered Crickets for
Water Flow. Also TPO Totally Adhered to a Weighted Board
(80 MPH)
• SF-29 Layout1: Reinforced Air Seal Membrane Adhered Over
Deck to Wall Angle Change Direct Membrane Term to Vertical Wall w/
Floating Tapered Crickets for Water Flow. Also TPO Totally Adhered
to a Weighted Board (80 MPH)
• SF-30 Layout1: Reinforced Air Seal Membrane Adhered Over
Deck to Wall Angle Change Shear Skirt Field Mem Term to Vertical
Wall w/ Floating Tapered Crickets for Water Flow. Also TPO Totally
Adhered to a Weighted Board (80 MPH)
• SF-31 Layout1: Spring Flange Air Seal over Wall Expansion JointDirect Membrane Term to Vertical Wall w/ Floating Tapered Crickets
for Water Flow. Totally Adhered C-EPDM (80 MPH)
• SF-34 to SF37; Steps 1 to 4: Spring Flange Air Seal over
Wall Expansion Joint Direct Membrane Term to Vertical
Wall; .090 Mil or Reinf C-EPDM Loose Laid (80 MPH)
SF-34 step 1 Layout1 * SF-35 step 2 Layout1 *
SF-36 step 3 Layout1 * SF-37 step 4 Layout1 *
• SF-52 Layout1: Earthquake Spring Flange Wall to Deck Air Seal
(150MPH)
• SF-53 Layout1: Steel Spring Flange Deck to Wall Air Seal
• SF-54 Layout1: Earthquake Spring Flange Wall to Deck Air Seal
(1 50MPH)
• SF-55 Layout1: Earthquake Spring Flange Wall to Deck Air Seal
(150MPH)