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Home My WebLink AboutEvaluation Report (Standing Seam Roof)S7A Ni)i nl U S—rrAm k o-C� File Copy EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. VERTICAL SEAM PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 11560.12-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4200 Prepared By: Bala Sockalingant, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2181-12 Date: 9.8.2017 RECEIVED DEC 2 6 M9 Permitting Department St. Lucie County ++pteuni�� ,%%%+� . gO...... No 62240 a � '; * c � STATE OF ;' 0 a O'.ST� 0 R l D P �\��U,. �i.5'/n. ..'c.. ++ FL 11560.12-R3 C2181-12 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Vertical Seam Panel Description: Standing seam panel with 16" wide coverage and 1.75" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood or min. '/a' thick wood plank (min SG of 0.42) for new and existing constructions. Designed and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5. L Substrate (optional): Min 1" x 4" No. 2 SYP wood purlins over min. 15/32" thick plywood deck fastened to supports at maximum 24" o.c. Wood purlins shall be fastened to wood rafters with (2) #9 x 3" long wood screws. The wood purlins will be spaced same as panel fastener spacing along panel length. The wood purlin, purlin to the rafter connection and rafters must be designed by others to the carry the load imposed on the panels and installed as per FBC 2017. Slope: 1/4:12 or greater in accordance with FBC 2017 Section 1507.4.2. Design Uplift Pressure: 30.0 psf @ clip spacing of 48" o.c. (Factor of Safety = 2) 81.3 psf @ clip spacing of 6" o.c. Fastener Pattern: At panel seam Panel clip (QMS 4923565) with (2) #10-12 x 1" long pancake head screws per clip. Fastener shall be of sufficient length to penetrate through the deck a minimum of 1/4". Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. FL 11560.12-R3 C2181-12 9.8.2017 Page 3 of 3 Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum clip spacing listed herein shall not be exceeded. The design pressure for reduced clip spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T204-10, Reporting.Date 4123/10 SEE DETAIL 1 MAX' 16' 'I I a PANEL CUP SPACING PER ALLOWABLE ROOF PANEL 6 PRESSURE TABLE. 1 u n n UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: PLYWOOD 15/32' THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION 8d x 2.375" LONG RING SHANK GUIDELINES NAIL OR J8 x 2° LONG WOOD MIN. 2X_ WOOD RAFTER/JOIST/ SCREWS SPACED ® 6° O.C. IN TRUSS AT MAX. 24' O.C. FlELD h EDGES TYPICAL PANEL INSTALLATION X-SECTION N PANEL CUP (OMS 4923565) �o . n LL N I KWm p10-12 % 1° LONG J nJ r MIN 26 GA. PANEL PANCAKE HEAD SCREWS (2 PER CLIP) 3A o0 J y�J < O d � Lia a a c R UNDERLAYMENf GENERAL NOTES, H d u PLYWOOD 1. ARCHITECTURAL STANDINGSEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH 8B y^ 15/32° THICK (MIN.) O BUILDING CODEE(FBC). DETAIL R 2. ROOFF P PANELS SHALL BE MIN. 26 GA (t = 0.017"). MAX. EFFECTIVE COVERING WIDTH OF PANEL = 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS ' SPECIFIED ON THIS DRAWING. S 4. REQUIRED DESIGN WINO LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS n PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS $ - I� MAX 48' O.C. PANEL CUP ARE GREATER THAN THE ALLOWABLE WIND ON THIS DRAWING. " WITH HIS DRAWING THE FLORIDA 5. ALL FASTENERS MUST ACCORDANCE WITH THIS DRAWING M BUILDING CODE. IF DIFFERENCE OCCURS THE MINIMUM DI FE E, THEN I THE CODE, THE CODE SHALL CONTROL REQUIREMENTS OF THIS DRAWING 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS E r 1 I I r 1 I REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. YMENT J 010-12 X 1' LONG CLIP SPACING TYPICAL PANCAKE HEAD SCREWS F. o (2 PER CUP) u METAL SALES MANUFACTURING CORPORATION Vertical Seam Uplift Loads (Min. 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (psf) Coverage width: 16" Clip: QMS 4923565 Clip Fastener: (2) #10-12 x 1" long pancake head screws 6 81.3 8 78.9 10 76.4 12 74.0 14 71.5 16 69.1 18 66.6 20 64.2 22 61.8 24 9.3 26 55.4 28 51.4 30 48.0 32 45.0 34 42.4 36 40.0 38 37.9 40 36.0 42 34.3 44 32.7 46 31.3 48 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 11560.12 and Metal Sales current installation procedure. 3. Three or more spans condition. 4. Optional wood purlins must be spaced same as panel fastener spacing along the panel length. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 g.. E NAL/�° 0 1111 :��Q'r.��G SF •.•'li 1: No 62240 it rc 9 STATE OF 4ej O• 5111,n�•p� O R `Q ��_: 1°Os /ONAI-Ik. %%%�r Bala Sockalingam, Ph.D., P.E. FL 62240 . ! .