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14645.1 |
2.5" Corrugated |
Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.0 Other: Uplift load of 86.0 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_1.pdf Created by Independent Third Party: Yes |
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14645.2 |
5V-Crimp |
Min. 26 ga., 24 wide through fastened roof panel over min. 19/32” thick plywood deck with fasteners through panel flat. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 149.6 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_2.pdf Created by Independent Third Party: Yes |
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14645.3 |
5V-Crimp |
Min. 26 ga., 24" wide through fastened roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB with fasteners through panel rib. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-214.3 Other: Uplift load of 214.3 psf at fastener spacing of 3" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_3.pdf Created by Independent Third Party: Yes |
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14645.4 |
Aluminum Vertical Seam |
Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.1 Other: Uplift load of 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_4.pdf Created by Independent Third Party: Yes |
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14645.5 |
Aluminum Vertical Seam (2) |
Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32” thick plywood deck |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 162.0 psf at clip spacing of 12" o.c. with support strap |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_5.pdf Created by Independent Third Party: Yes |
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14645.6 |
Classic Rib |
Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 91 psf at fastener spacing of 6" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_6.pdf Created by Independent Third Party: Yes |
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14645.7 |
Classic Rib |
Min. 26 ga., 36" wide through fastened roof panel over min. 19/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 133.9 psf at fastener spacing of 18" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_7.pdf Created by Independent Third Party: Yes |
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14645.8 |
Classic Rib |
Min. 29 ga., 36" wide through fastened roof panel over min. 7/16” thick OSB deck |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of 135 psf at fastener spacing of 6" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_8.pdf Created by Independent Third Party: Yes |
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14645.9 |
Classic Rib |
Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of 138.5 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_9.pdf Created by Independent Third Party: Yes |
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14645.10 |
Image II |
Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-183.5 Other: Uplift load of 183.5 psf at fastener spacing of 6" o.c. with sidelap adhesive and support strap |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_10.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_10.pdf Created by Independent Third Party: Yes |
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14645.11 |
PBR-Panel or R-Panel |
Min. 26 ga., 36" wide through fastened roof panel over min. 15/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 131.0 psf at fastener spacing of 6" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_11.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_11.pdf Created by Independent Third Party: Yes |
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14645.12 |
Pro-Panel II |
Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick plywood deck. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 71.5 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14645_R5_II_EvaluationReportC2673_12.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R5_AE_EvaluationReportC2673_12.pdf Created by Independent Third Party: Yes |