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Home My WebLink AboutEVALUATION REPORT - METAL ROOFINGEVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. IMAGE II PANEL' R(p1, �. FILE COPY A NI-e,- FLORIDA BUILDING CODE 6TH EDITION (2017)0u� FLORIDA PRODUCT APPROVAL FL 11560.5-R3 a�{vANN ROOFING � � METAL ROOFING St LUCK COti CONCEALED FASTENERS OR ATTACHMENTS ARE'TH� RESPONSIBILITY OF THE 36WRAGTOR OR RECORD Prepared For: Metal Sales Manufacturing Corporation 545 South 311 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300� >'Z,�. Fax:' (502) 855-4200 /�,�`-�� N ST. LUC E OR COMPLIANCE BUATNE DIV N REVIEWED THESE PLANS AND ALL PROPOSED WORK REVIEW R Y ARE SUBJECT TO ANY CORRECTIONS DATE JOB REQUIRED BY FIELD INSPECTORS THAT . PLAN ND PER IT MUST BE KEP MAY BE NECESSARY IN ORDER TO SITE OR NO INSPECTIONS) WI E MADE COMPLY WITH ALL APPLICABLE CODES- Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74.106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) °II1111�®�moe Installation Details (1 Page) `:0 SOCKg4�®s,�` Load Span Table (1 Page)®%``,�.I'C'E N •• N�, �., Report No. C2181-5 Date: 9.8.2017 4 No 62240 •: b :mod a ;•• /STATE OF •;��`� v,�'•,(0 OP •=moo Rta,.\,o �m s A 11 soil �.`�• 2c3 t"� I �-1 /- tj�5q-;) FL 11560.5-R3 C2181-5 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Name: Image II Panel (Description: Max. 16" wide coverage with 1" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck pescription: Iy1in:,.1KKA phew_ OOR Dr min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed and installed as per FBC 2017. Deck Attachment: (Minimum) Unde�layment: I Slope Design Uplift Pressure: (Factor of Safety = 2) I Fastener Pattern: At pa Al, el seam Sidelap Adhesive: Test �tandards: I 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the field and edges. Designed as per FBC 2017. Minimum underlayment as per FBC 2017 Section 1507.4.5.1 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. 84.25 psf @ fastener spacing of 24" o.c. 102.7 psf @ fastener spacing of 6" o.c. 139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in panel sidelap #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of 1/4". Schnee -Morehead SM7108 Permathane adhesive Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. The product described herein has demonstrated compliance with FBC 2017 Section 1507.4 is: 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 fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener 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. FL 11560.5-R3 C2181-5 9.8.2017 Page 3 of 3 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. ing Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc. Project No. T241-07, Reporting Date 7/23/07 Hurricane Test Laboratory, LLC HTL Report #: 0103-0714-09, Reporting Date 9/l/09 ROOF PANESEE DETAIL 1 L MAX. 16" PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. \IL F UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION8 PLYWOOD A2.5"LONG RING SHANK 19/32" THICK (MIN.) o .'� ROOF PANEL �--MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. SEE DETAIL 2 ADHESIVE IN THE �� - �� PANEL SIDELAP SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENING PATTERN 1 MAX. 16" PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. IL UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION PLYWOOD SD .U. - I" 1 RING SHA- o NAIL 19/32" THICK (MIN.) \—MIN. 2X_ WOOD RAFTER/JOIST/ VV V�uLJ SPACED O 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION MIN 26 GA. PANEL #10-12 X 1" LONG PANCAKE SCREWS q DETAIL 1 AT MAX. 6" O.C. UNDERLAYMENT PLYWOOD 19/32" THICK (MIN.) SIDELAP NOM. 3 MIN 26 GA. PANEL #10-12 PANCAK D ETA I L 2 AT MAX. UNDERLAYMENT E ADHESIVE /8" BEAD X 1" LONG SCREWS SIDELAP ADHESIVE 6" O.C. LOCATION PLYWOOD 19/32" THICK (MIN.) GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0167"). MAX. EFFECTIVE COVERING WIDTH OF PANEL - 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. _ 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. d 00 V N Z Ho d m)cV O NoO {{Q V7Y I Q wJoo to = o No -J 'n g 1 OF 1 PLYWOOD 19/32" THICK (MIN.) GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0167"). MAX. EFFECTIVE COVERING WIDTH OF PANEL - 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. _ 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. d 00 V N Z Ho d m)cV O NoO {{Q V7Y I Q wJoo to = o No -J 'n g 1 OF 1 i METAL SALES MANUFACTURING CORPORATION Image II Uplift Loads (Min. 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (pso Coverage width: 16" Panel Fastener: #;10-12 pancake head screws 6 102.7 8 ---- 100.7 - 98.6 96.6 94.5 _ 10 12 14 16 92.5 _ 18 90.4 20 88.4 86.3 84.3 - - - 22 - - 24 With Sidelap Sealant 6 139.1 Notes: I 1. 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 11560.5 and Metal Sales current installation procedure. 3. , Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 I a�ecsaaae�Q� 1eo10 SOCKg4-e., �•.®�P,.•.�CE/jrs•�G� °ram v. F • 9 m NO 62240 •°'� O •, STArE • cr w .J C=1.1-1 Bala Sockalingam, Ph.D., P.E. FL 62240