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| 14016.1 |
Central Seam Plus |
Min. 24 ga., max. 24" wide standing seam roof panel with or without wind clamps over open supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-176.5
Other: Without Wind Clamp, uplift load of 38.0 psf at clip spacing of 60" o.c. and 98.5 psf at clip spacing of 12" o.c. With Wind Clamps, uplift load of 56.8 psf at clip spacing of 60" o.c. and 176.5 psf at clip spacing of 12" o.c. |
Installation Instructions
FL14016_R4_II_EvaluationReportC2398_1.pdf
Verified By: Bala Sockalingam, P.E. 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14016_R4_AE_EvaluationReportC2398_1.pdf
Created by Independent Third Party: Yes |
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| 14016.2 |
Central Span |
16" wide, min 24 ga. Standing Seam Panel over open supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112.5
Other: Maximum uplift load of 112.5 psf at support spacing of 24" o.c. with QuadLok seam. |
Installation Instructions
FL14016_R4_II_EvaluationReportC2398_2.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14016_R4_AE_EvaluationReportC2398_2.pdf
Created by Independent Third Party: Yes |
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| 14016.3 |
Central-Loc |
Min. 24 ga., max. 24" wide snap lock roof panel over open supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-52.5
Other: Uplift load of 52.5 psf at clip spacing of 60" o.c. |
Installation Instructions
FL14016_R4_II_EvaluationReportC2398_3.pdf
Verified By: Bala Sockalingam, P.E. 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14016_R4_AE_EvaluationReportC2398_3.pdf
Created by Independent Third Party: Yes |
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| 14016.4 |
M-Loc |
Min. 26 ga., 36" wide, through fastened panel over open steel supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--114.7
Other: Uplift load of 43.2 psf at fastener spacing of 60" o.c. and 114.7 psf at fastener spacing of 24" o.c |
Installation Instructions
FL14016_R4_II_EvaluationReportC2398_4.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14016_R4_AE_EvaluationReportC2398_4.pdf
Created by Independent Third Party: Yes |
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| 14016.5 |
R-Loc |
Min. 26 ga., 36" wide, through fastened panel over open steel supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112.7
Other: Uplift load of 44.2 psf at fastener spacing of 60" o.c. and 112.7 psf at fastener spacing of 24" o.c. |
Installation Instructions
FL14016_R4_II_EvaluationReportC2398_5.pdf
Verified By: Bala Sockalingam, P.E. 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14016_R4_AE_EvaluationReportC2398_5.pdf
Created by Independent Third Party: Yes |
