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Home My WebLink AboutREVIEWED , APPROVED FL11175_R4_AE_SEM12001.3 2020 FBC Eval Metal Roofing final CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 1 of 21 Page 1 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020) Manufacturer: Southeastern Metals Mfg Co., Inc. Issued September 2, 2020 11801 Industry Drive Jacksonville, FL 32218 (800) 874-0335 Manufacturing Plants: Jacksonville, FL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3.2 Properties: Wind Resistance PRODUCT DESCRIPTION Profile: SM-RIB Description: min. 29 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 80 ksi; 3/4” rib; 36” coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: 5V Crimp Description: min. 29 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 7/16” rib; 24” coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: PBR Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min, 80 ksi; 1-1/8” rib; 36” coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: Corrugated Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 33 ksi; 1/2" corrugation; 24” coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 1" rib; 16” coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description: min. 0.016 ASTM B 370 copper clad Type 430 stainless steel (Copper XTTM); 1" rib; 16” coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description: min. 0.032-inch aluminum 3105 H-24; 1” rib; 16” coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Verti-Lok Description: min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 1-3/4" rib; 16” coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Rock-Lok Description: min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 2" rib; 16” coverage; mechanically seamed standing seam panel; Shall conform with FBC Section 1507.4.3 A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 2 of 21 Page 2 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems APPROVED ASSEMBLIES ASM-1: 29 ga. SM-RIB Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others inothers in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -63.5 psf when fastened max. 24” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 3 of 21 Page 3 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-2: 29 ga. SM-RIB Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -101 psf when fastened max. 24” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 4 of 21 Page 4 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-3: 29 ga. 5V Crimp Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others inothers in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -71 psf when fastened max. 16” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 5 of 21 Page 5 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-4: 29 ga. 5V Crimp Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -71 psf when fastened max. 16” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Allowable Pressure: -93.5 psf when fastened max. 12” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 6 of 21 Page 6 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-5: 26 ga. PBR Slope: 2:12 or greater; Apply lap sealant in accordance with manufacturer’s instructions under 3:12 Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others inothers in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration; #12 x 3/4” HWH metal screws with sealing washers installed 12” o.c. in the panel side lap as shown below Allowable Pressure: -84.25 psf when fastened max. 24” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 7 of 21 Page 7 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-6: 26 ga. PBR Slope: 2:12 or greater; Apply lap sealant in accordance with manufacturer’s instructions under 3:12 Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration; #12 x 3/4” HWH metal screws with sealing washers installed 12” o.c. in the panel side lap as shown below Allowable Pressure: -121.75 psf when fastened max. 16” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 8 of 21 Page 8 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-7: 26 ga. Corrugated Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -86 psf when fastened max. 16” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 9 of 21 Page 9 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-8: 26 ga. Corrugated Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8” deck penetration Allowable Pressure: -116 psf when fastened max. 12” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 10 of 21 Page 10 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-9: 26 ga. Sem-Lok Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below with min. 3/8” deck penetration Allowable Pressure: -52.5 psf when fastened max. 7” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 11 of 21 Page 11 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-10: .016 Copper XTTM Sem-Lok Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below through “HVHZ Zone Cleat” with min. 3/8” deck penetration Allowable Pressure: -99.25 psf when fastened max. 7” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 12 of 21 Page 12 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-11: .016 Copper XTTM Sem-Lok Slope: 3:12 or greater Deck: Min. 15/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below with min. 3/8” deck penetration Allowable Pressure: -69.25 psf when fastened max.7” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 13 of 21 Page 13 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-12: .032 Aluminum Sem-Lok Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below through “HVHZ Zone Cleat” with min. 3/8” deck penetration Allowable Pressure: -63.75 psf when fastened max. 7” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 14 of 21 Page 14 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-3: .032 Aluminum Sem-Lok Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below through “HVHZ Zone Cleat” with min. 3/8” deck penetration; Liquid Nails® Heavy Duty Construction Adhesive applied in min. 1/2" continuous bead as shown below Allowable Pressure: -120 psf when fastened max. 7” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 15 of 21 Page 15 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-14: 24 ga. Verti-Lok Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) #10-12 pancake head wood screws installed per 18 ga. UL90 clip as shown below with min. 3/8” deck penetration; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max. 24” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 16 of 21 Page 16 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-15: 24 ga. Verti-Lok Slope: 3:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) #10-12 pancake head wood screws installed per 18 ga. UL90 clip as shown below with min. 3/8” deck penetration; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -97.5 psf when fastened max. 12” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 17 of 21 Page 17 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-16: 24 ga. Verti-Lok Slope: 3:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi) for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by others in accordance with FBC Insulation (optional): Min.1” and max. 4” insulation board Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) #14-13 pancake head, self-drilling screws installed per 18 ga. UL90 clip as shown below with min. 3/4” deck penetration through a 6” x 6”, 22 ga. bearing plate; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max. 24” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 18 of 21 Page 18 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-17: 24 ga. Verti-Lok Slope: 3:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi) for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by others in accordance with FBC Insulation (optional): Min.1” and max. 4” insulation board Underlayment: As required in accordance with 1507.4.5 Attachment: (2) #14-13 pancake head, self-drilling screws installed per 18 ga. UL90 clip as shown below with min. 3/4” deck penetration through a 6” x 6”, 22 ga. bearing plate; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -90 psf when clips spaced max.12” o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 19 of 21 Page 19 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-18: 24 ga. Rock-Lok Slope: 1:12 or greater Deck: Min. 19/32” plywood for new and existing construction with wood supports spaced a maximum 24” o.c.; Shall be designed by others in accordance with FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) #10-12 pancake head wood screws installed per 22 ga. UL90 clip as shown below with min. 3/8” deck penetration; Allowable Pressure: -93.5 psf when clips spaced max. 16” o.c. -101 psf when clips spaced max.12” o.c. Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 20 of 21 Page 20 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-19: 24 ga. Rock-Lok Slope: 1:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi) for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by others in accordance with FBC Insulation (optional): Min. 1” and max. 4” insulation board Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) 1/4” pancake head, self-drilling screws installed per 22 ga. UL90 clip as shown below with min. 3/4” deck penetration through a 6” x 6”, 22 ga. bearing plate Allowable Pressure: -88 psf when clips spaced max. 24” o.c. -151.75 psf when clips spaced max.12” o.c. Pressure calculated using 2:1 margin of safety per 1504.9 Lap Detail: A CREEK Technical Services, LLC SEM12001.3 FL11175-R4 Page 21 of 21 Page 21 of 21 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 110R-1 TAS 125 2003 Certified Testing Laboratories (TST1577) CTLA 111R TAS 125 2003 Force Engineering and Testing (TST5328) 188-0330T-06D, E TAS 125 2003 Force Engineering and Testing (TST5328) 188-0331T-06D, E TAS 125 2003 Force Engineering and Testing (TST5328) 188-0332T-06A, B TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-1019-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-0812-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-00202-10 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-013-02-02.04 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-016-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-018-02-01 TAS 125 2003 LIMITATIONS 1.This evaluation is not for use in the HVHZ. 2.Fire classification is not within the scope of this evaluation 3.Design wind loads shall be determined in accordance with FBC Section 1609. 4.The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 5.The maximum fastener spacing for the approved assemblies shall not be exceeded. 6.Reroofing shall be conducted in accordance with FBC Section 1511. 7.Panel materials shall comply with FBC Section 1507.4.3 8.Fasteners shall comply with FBC Section 1507.4.4 9.Installation of the evaluated products shall comply with this report, the FBC and the manufacturer’s published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 10.All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products and assemblies evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer. Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT