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| 48157.1 |
A. Contours (S-2500) Steel Wood |
3'-0" x 6'-8" and 3'-0" x 8'-0" Opaque Inswing and Outswing 1 Panel |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +65/-70
Other: Anchors within 3000 ft of the coast must comply with section 1711 of the current FBC. |
Installation Instructions
FL48157_R0_II_D1000226 - Contours (S-2500) Steel Wood ISW-OSW 3-0x6-8 and 3-0x8-0 DP65-70 O-HVHZ-I FBC_2-9-26 DSS.pdf
Verified By: Micah Swartz, P.E. 93573
Created by Independent Third Party: Yes
Evaluation Reports
FL48157_R0_AE_SCE 26-03003 R1 Steel Wood Edge 3-0 O Im Calcs DSS.pdf
Created by Independent Third Party: Yes |
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| 48157.2 |
B. Contours (S-2500) Steel Wood |
3'-0" x 6'-8" and 3'-0" x 8'-0" Glazed Inswing and Outswing 1 Panel |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 3'-0" x 6'-8" DP 65/70
3'-0" x 8'-0" DP 55/55
Anchors within 3000 ft of the coast must comply with section 1711 of the current FBC. |
Installation Instructions
FL48157_R0_II_D1000237 - Contours (S-2500) Steel Wood ISW-OSW 3-0x6-8 DP65-70 3-0x8-0 DP55-55 G-HVHZ-I FBC_2-9-26 DSS.pdf
Verified By: Micah Swartz, P.E. 93573
Created by Independent Third Party: Yes
Evaluation Reports
FL48157_R0_AE_SCE 26-03001 R1 Steel Wood Edge 3-0 G Im Calcs DSS.pdf
Created by Independent Third Party: Yes |
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| 48157.3 |
C. Contours (S-2500) Steel Wood |
6'-0" x 6'-8" and 6'-0" x 8'-0" Opaque Inswing and Outswing 2 Panel |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 6'-0" x 6'-8" DP60/60
6'-0" x 8'-0" DP45/45
Anchors within 3000 ft of the coast must comply with section 1711 of the current FBC. |
Installation Instructions
FL48157_R0_II_D1000226 - Contours (S-2500) Steel Wood ISW-OSW 6-0x6-8-DP60 6-0x8-0-DP45 O-HVHZ-I FBC_2-9-26 DSS.pdf
Verified By: Micah Swartz, P.E. 93573
Created by Independent Third Party: Yes
Evaluation Reports
FL48157_R0_AE_SCE 26-03004 R1 Steel Wood Edge 6-0 O Im Calcs DSS.pdf
Created by Independent Third Party: Yes |
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| 48157.4 |
D. Contours (S-2500) Steel Wood |
6'-0" x 6'-8" and 6'-0" x 8'-0" Glazed Inswing and Outswing 2 Panel |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: Anchors within 3000 ft of the coast must comply with section 1711 of the current FBC. |
Installation Instructions
FL48157_R0_II_D1000237 - Contours (S-2500) Steel Wood ISW-OSW 6-0x6-8 DP50 - 6-0x8-0 DP50 G-HVHZ-I FBC_2-9-26 DSS.pdf
Verified By: Micah Swartz, P.E. 93573
Created by Independent Third Party: Yes
Evaluation Reports
FL48157_R0_AE_SCE 26-03002 R1 Steel Wood Edge 6-0 G Im Calcs DSS.pdf
Created by Independent Third Party: Yes |
