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Home My WebLink AboutEVALUATION REPORTSGANNLU CREEKnurO)y 'ol�pl�$�TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: L.V. THOMPSON, INC. dba Thompson Architectural 5015 E. Hillsborough Ave Tampa, FL 33610 (813)248-3456 http://www.tamcometalroof.co Manufacturing: Tampa, FL Quality Assurance: Keystone Certifications (QUA SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Roofing Metal Roofing 1504.3 Wind Resistance Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) Company (TAMCO) Issued October 10, 2017 En& Report No. '� Standard Year Hurricane Test Laboratory, LLC (TST1527) 0297-0602-02 UL 580 2006 UL 1897 2012 PRODUCT DESCRIPTION Panel: TM Lock Description: Preformed panel; 3/4-inch male vertical rib and 1-inch female vertical rib; Maximum 16-inch coverage; Non-structural application I, Material: Min. 29 ga. ASTM A792 AZ50 or ASTM A653 G-90 steel (Fy = min. 40 ksi); Shall conform with FBC Section 1507.4.3 i ,I 16" Coverage i 1 - 3/+4+ TM Lock Panel Profile LVT17001 c FL16667-R2 I Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEK TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES Architectural Metal Flashings, LLC Metal Roofing TM lock-1: Slope: Shall be in accordance with FBC. Minimum 19/32-inch APA span rated plywood sheathing or wood plank for new and Roof Deck: existing roof deck. Deck shall be designed by others in accordance with FBC requirements. I Underlayment: Installed in accordance with FBC requirements. One (1) #10-12 x minimum) 1" Pan -Head Self -Tapping Screw shall be applied maximum 6 in. o.c. along the length of the panel. Apply a continuous 3/8-inch bead of Attachment: 3M Scotch -Seal adhesive along the male rib before snapping panels together. Fasteners shall penetrate the deck a minimum 3/16-inch and shall conform with FBC Sections 1507.4.4 and 1506.6. Maximum Design -102.5 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Fasteners - #10 Pan -Head Self Tapping Screws Spaced 6" o.c. Along L Inglh a I 16" o.c. I Polyurethane�adhesivo sealant Deck- Minimum 19/32" Wood between male and female legs Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 —12:12 (Gable Roofs only) Basic Wind Speed (mph) Exposure 120 130 140 150 160 170 180 190 200 Zone 1 B 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft C 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 B 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft C 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 40ft D 60ft 60ft 60ft 60ft 60ft 60ft 52ft 28ft 19ft Zone 3A I B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 44 ft 30 ft C 60 ft 60 ft 60ft 60ft 52ft 28 ft 19 ft NA NA D 60 ft 60 ft 60 ft 46 ft 22 ft NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on an effective wind area of 10ft2 or less 3) Topographic factors such ;as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 3 for details for dimensions and locales of Zone 1, 2, and 3 9 V"r is shown in the tables above. Design wind loads are calculated using Vim, = V dt4O.s per 1609.3.1. 'For hip roots 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2. 7001c FL16667-R2 2of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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, i CREEK TECHNICAL SERVICES, LLC Gable Architectural Metal Flashings, LLC Metal Roofing Hip \� a I \ 3 2 a i i I 2 1 2 2 1 2 2 3 a I �a1 a Dimension "a" shall be 10% of the least horizontal dimension, or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft. LIMITATIONS 1. Fire classification is not within the scope of this evaki,E 2. This report is not for use in the HVHZ. 3. The roof deck and the roof deck attachment shall bel established for components and cladding and in accoi 4. Reroofing shall be in accordance with FBC Section 1 5. Installation of the evaluated products shall compll published application instructions. Where discrepant and FBC compliant installation detail shall prevail. 6. All products listed in this report shall be manufactured Rule 61 G20-3. :signed by others to meet the minimum design loads ance with FBC requirements. 1. with this report, the FBC and the manufacturer's as exist between these sources, the more restrictive a quality assurance program in compliance with LVT17001 c FL16667-R2 Page 3 of 4 This evaluation report is provided for State of Florida product approval underlRule 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. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, F Code, 6�' Edition (2017) as evidenced in the referenced '11 R!,p �`•` QG GE N SIP ti. No 74021 STATE OF --i�0A,� O R ` Q Q ONAL�c CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it e products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a 1 under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a fir product. Architectural Metal Flashings, LLC Metal Roofing .E. have demonstrated compliance with the Florida Building iocuments submitted by the named manufacturer. 2017.10.10 11:14:25 : Cc-0400' .<[/�: 'N_S,� Zachary R. Priest, P.E. I % Florida Registration No. 74021 ►�0 Organization No. ANE9641 a financial interest in any company manufacturing or distributing by any company manufacturing or distributing products under interest in any company manufacturing or distributing products interest in any other entity involved in the approval process of the END OF REPORT LVT17001 c FL16667-R2 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.