6. Earthquake Spring Flange Compression

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-32 Layout1:   Spring Flange Air Seal over Wall Expansion Joint   
Direct Membrane Term to Vertical Wall w/ Floating Tapered Crickets 
for Water Flow.   Totally Adhered C-EPDM (80 MPH)

     •    SF-33 Layout1:   Spring Flange Air Seal over Wall Expansion Joint
Direct Membrane Term to Vertical Wall w/ Floating Tapered Crickets  
for Water Flow.   Totally Adhered Thermoplastic Membrane (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-38 Layout1:   Spring Flange Air Seal over Wall Expansion Joint
Direct Membrane Term to Vertical Wall; Reinforced Thermoplastic
(80 MPH)

     •    SF-39 Layout1:   Spring Flange Air Seal over Wall Expansion Joint
Direct Membrane Term to Vertical Wall; Totally Adhered C-EPDM
(80 MPH)

     •    SF-40 Layout1:   Spring Flange Air Seal over Wall Expansion Joint
Direct Mem Term to Vert Wall; Totally Adhered Multi-Ply Modified 
Bitumen (80 MPH)

     •    SF-41 Layout1:   Earthquake Spring Flange Air Seal over Wall  
Expansion Joint Direct Membrane Term to Vertical Wall w/ Floating 
Tapered Crickets for Water Flow C-EPDM.   Totally Adhered to a 
          ; Weighted Board (80 MPH)

     •    SF-42 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 C-EPDM.   Totally  
Adhered to a Weighted Board (80 MPH)

     •    SF-43 Layout1:   Reinforced Air Seal Membrane Adhered over Deck
to Wall Expansion Joint Direct Mem Term to Vertical Wall w/ Floating 
Tapered Crickets for Water Flow C-EPDM.   Totally Adhered to a   
Weighted Board (80 MPH)

     •    SF-44 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 C-EPDM.   Totally   
Adhered to a Weighted Board (80 MPH)

     •    SF-45 Layout1:   Earthquake Spring Flange Air Seal over Wall    
Expansion Joint Direct Membrane Term to Vertical Wall w/ Floating
Tapered Crickets for Water Flow C-EPDM.   Totally Adhered to a 
Weighted Board (80 MPH)

     •    SF-46 Layout1:   Earthquake Spring Flange Air Seal over Wall 
Expansion Joint Direct Membrane Term to Vertical Wall w/ Floating 
Tapered Crickets for Water Flow C-EPDM.   Totally Adhered to a 
Weighted Board (80 MPH)

     •    SF-47 Layout1:   Earthquake Spring Flange Air Seal Shear Skirt  
Field Mem Term to Vertical Wall w/ Floating Tapered Crickets for 
Water Flow C-EPDM.   Totally Adhered to a Weighted Board
(80 MPH)

     •    SF-48 Layout1:   Earthquake Spring Flange Air Seal Shear Skirt 
Field Mem Term to Vertical Wall w/ Floating Tapered Crickets for 
Water Flow C-EPDM.   Totally Adhered to a Weighted Board (80 MPH)

     •    SF-49 Layout1:   Reinforced Air Seal Membrane Adhered over Deck 
to Wall Angle Change Direct Mem Term to Vertical Wall w/ Floating 
Tapered Crickets for Water Flow C-EPDM.   Totally Adhered to a 
Weighted Board (80 MPH)

     •    SF-50 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 C-EPDM.   Totally 
Adhered to a Weighted Board (80 MPH)

     •    SF-51 Layout1:   Air Seal Membrane Adhered Over Wall
Expansion Joint Direct Membrane Termination to Vertical Wall w/     
Floating Tapered Crickets for Water Flow C-EPDM.   Totally Adhered    
to a Weighted Board (80 MPH)

     •    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)

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