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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_R5_II_EvaluationReportC2717_1.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14016_R5_AE_EvaluationReportC2717_1.pdf Created by Independent Third Party: Yes |
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14016.2 |
Central Span |
Max 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/-235 Other: Maximum uplift load of 235 psf at support spacing of 24" o.c. with MPS 1200 Series clips and QuadLok seam |
Installation Instructions FL14016_R5_II_EvaluationReportC2717_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14016_R5_AE_EvaluationReportC2717_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_R5_II_EvaluationReportC2717_3.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14016_R5_AE_EvaluationReportC2717_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_R5_II_EvaluationReportC2717_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14016_R5_AE_EvaluationReportC2717_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_R5_II_EvaluationReportC2717_5.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14016_R5_AE_EvaluationReportC2717_5.pdf Created by Independent Third Party: Yes |