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| 14026.1 |
1-1/2" Snap Lock Panel |
Min 24 ga. Snap lock standing seam panel with max. 16" wide coverage and 1.5" high ribs |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116 Other: Uplift load of 116 psf at clip spacing of 6" o.c. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_1.pdf Created by Independent Third Party: Yes |
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| 14026.2 |
Central Snap |
Maximum 18" wide, 24 ga. Snap lock panel over min 15/32" thick plywood. |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-67.5 Other: Uplift load of 45.0 psf @ clip spacing of 36" o.c. & 67.5 psf @ clip spacing of 24" o.c. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_2.pdf Created by Independent Third Party: Yes |
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| 14026.3 |
Horizon Loc |
Max 16" wide, min. 26 ga. concealed fastener roof panel over min 15/32" thick plywood or 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/-138.5 Other: Uplift load of 56 psf at fastener spacing of 6.5" o.c. in 7/16" OSB.
Uplift load of 78.5 psf at fastener spacing of 4.75" o.c. with structural sealant in 7/16" OSB.
Uplift load of 138.5 psf at fastener spacing of 4.75" o.c. with structural sealant and exterior fasteners at 12" o.c. in 15/32" plywood. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_3.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_3.pdf Created by Independent Third Party: Yes |
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| 14026.4 |
Panel-Loc Plus |
Min 26 ga. panel over min 15/32" thick plywood |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Uplift load of 101 psf at fastener spacing of 24" o.c. and 168.5 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_4.pdf Verified By: Bala Sockalingam 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_4.pdf Created by Independent Third Party: Yes |
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| 14026.5 |
Panel-Loc Plus |
Min 29 ga. panel over 15/32" thick plywood |
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Uplift load of 101 psf at fastener spacing of 24" o.c. and 168.5 psf at fastener spacing of 12" o.c. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_5.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_5.pdf Created by Independent Third Party: Yes |
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| 14026.6 |
Panel-Loc Plus |
Min 29 ga. panel over 19/32" thick plywood or nom 2" x 4" lathing |
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 fastener spacing of 24" o.c. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_6.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_6.pdf Created by Independent Third Party: Yes |
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| 14026.7 |
R-Loc |
Min. 26 ga. panel over min 15/32" thick plywood or 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/-105.5 Other: Uplift load of 105.5 psf at fastener spacing of 12" o.c. in 15/32" plywood. |
Installation Instructions FL14026_R8_II_EvaluationReportC3076_7.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL14026_R8_AE_EvaluationReportC3076_7.pdf Created by Independent Third Party: Yes |