6.  Earthquake Spring Flange Compression

325 Thomaston Ave. Waterbury, CT 06723   -    P: 203.575.9220 
Hurricane Irma Results


A) Features and Benefits:

     •    Spring Flange Field Membrane Terminations

B) Detail Drawings Gallery:    
A Gallery of all Detail Drawings

C) 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 Joint              Direct 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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