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Product Approval Menu > Application Detail

FL #

FL5013-R10

Application Type

Revision

Code Version

2020

Application Status

Approved

Comments

Archived

Product Manufacturer

Roll-a-way by QMI

Address/Phone/Email

1661 Glenlake Avenue
Itasca, IL 60143
(727) 744-5332
dfowler@qmiusa.com

Authorized Signature

Donald Fowler
dfowler@qmiusa.com

Technical Representative

Donald Fowler

Address/Phone/Email

1661 Glenlake Avenue
Itasca, IL 60143
(630) 529-7111
dfowler@qmiusa.com

Quality Assurance Representative

Jim Daluga

Address/Phone/Email

1661 Glenlake Avenue
Itasca, IL 60143
(630) 529-7111
jdaluga@qmiusa.com

Category

Shutters

Subcategory

Roll-up

Compliance Method

Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received

Florida Engineer or Architect Name who developed the Evaluation Report

Donald Lynn Fowler

Florida License

PE-0050458

Quality Assurance Entity

National Accreditation and Management Institute

Quality Assurance Contract Expiration Date

12/31/2023

Validated By

Jesus Gonzalez, P.E.

Validation Checklist - Hardcopy Received

Certificate of Independence

FL5013_R10_COI_FL5013-R10.pdf

Referenced Standard and Year (of Standard)

Standard	Year
ASTM E1886-12	2012
ASTM E1996-17	2017
ASTM E330-02	2002
TAS 201, 202, & 203	1994

Equivalence of Product Standards
Certified By

Florida Licensed Professional Engineer or Architect
FL5013_R10_Equiv_FL5013-R10.pdf

Sections from the Code

Product Approval Method

Method 1 Option D

Date Submitted

10/06/2020

Date Validated

11/03/2020

Date Pending FBC Approval

11/05/2020

Date Approved

12/15/2020

Summary of Products


FL #	Model, Number or Name	Description
5013.1	1138ER	Roll-a-way by QMI 38mm extruded aluminum slat system with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ. Span 156", +/-31 p.s.f., Max. span tested 144", Test p.s.f. +/-40, Large Missle "C" 9lb @ 50Ft/s. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FL 5013-R3 Address Change Notice.pdf FL5013_R10_AE_HETI-99-830A B C (Removable Storm Bar).pdf PTID_5013_T_ATL Report No.0126.01-00.pdf PTID_5013_T_ATL Report No.0316.01-05.pdf PTID_5013_T_HTL Job No.0006-0106-03.pdf PTID_5013_T_HTL Job No.006-0224-03-11.pdf PTID_5013_T_HTL Job No.006-0224-03-9.pdf Created by Independent Third Party: No

5013.2	AL7-E	Roll-a-way by QMI single wall extruded aluminum slat with end retention screws and rails.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: Not to be used in the HVHZ. Span 233" +/- 35 p.s.f., maximum +/-100 p.s.f. at span 102". All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_CTLA-201W-1 (AL7-E).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_TensileTestCTL.pdf Created by Independent Third Party: No

5013.3	P55DER	Roll-a-way by QMI 55mm extruded PVC slat and double extruded aluminum rebar system with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ, minimum span 37". Span 164", +/-10 p.s.f., Max. span tested 144", Test p.s.f. +/-40, Large Missle "C" 9lb @ 50Ft/s. Weakest product tested to qualify the stronger with additional testing to verify span charts. 36" span tested to +/- 287 p.s.f.. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_91850.01-401-44-R0.pdf FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FL 5013-R3 PVC Certification.pdf FL5013_R10_AE_HTL006-0106-03 (P55DER).pdf Created by Independent Third Party: No

5013.4	P55ER	Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ. Span 164", +/-10 p.s.f., Max. span tested 144", Test p.s.f. +/-40, Small Missle. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FL 5013-R3 PVC Certification.pdf FL5013_R10_AE_HTL 006-0224-03-11 (P55ER - P55ER2ND).pdf Created by Independent Third Party: No

5013.5	P55ER 2nd	Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ. Span 132", +/-17 p.s.f., Max. span tested 144", Test p.s.f. +/-40, Small Missle. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FL 5013-R3 PVC Certification.pdf FL5013_R10_AE_HTL 006-0104-05 (P55TER-P55ER2nd 72PSF).pdf FL5013_R10_AE_HTL 006-0224-03-11 (P55ER - P55ER2ND).pdf FL5013_R10_AE_HTL 006-0224-03-9 (P55ER2ND).pdf Created by Independent Third Party: No

5013.6	P55TER Slat type	Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ. Span 144", +/-40 p.s.f., Max. span tested 144", Large Missle "C" 9lb @ 50Ft/s. Weakest product tested to qualify the stronger with addional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_ATL 0316.01-05 (P55TER).pdf FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FL 5013-R3 PVC Certification.pdf Created by Independent Third Party: No

5013.7	QOMPACT	Roll-a-way by QMI extruded aluminum slats that cluster tightly with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: Not to be used in the HVHZ. Span 236" +/- 40 p.s.f., maximum +/-160 p.s.f. at span 96". All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L. Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf FL5013_R10_AE_FTL Lab. Number 6869.pdf Created by Independent Third Party: Yes

5013.8	US60ER	Roll-a-way by QMI 55mm double wall extruded aluminum slat with end retention screws and tracks.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Not to be used in HVHZ, unless equal to or less than 96" wide (span) x 96" high (+/- 100 PSF). Span 156", +/-31 p.s.f., Max. span tested 144", Test p.s.f. +/-40, Large Missle "C" 9lb @ 50Ft/s. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations.		Installation Instructions FL5013_R10_II_FL5013-R10.pdf Verified By: Donald L Fowler, P.E. 50458 Created by Independent Third Party: No Evaluation Reports FL5013_R10_AE_ATL 0126.01-00 (US60 garage door).pdf FL5013_R10_AE_CTLA 2017W (US60ER,P55DER,1138ER,P55ER,P55TER, - P55ER2ND).pdf FL5013_R10_AE_FL 5013 FBC 2020 Eval Report.pdf Created by Independent Third Party: No

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