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HomeMy WebLinkAboutREPORTFC70- SCANNED By EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION CAR&ARMph NCELEWS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.3-R3 ROOFING METAL ROOFING FILE COPY Prepared or: q' ta�ales- anmicturing-Corporation 5-45--Soutli 3 d Street; Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4200 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Prepared ByCOMPLY WITH ALL APPLICABLE CODES. Bala Sockal ngam, 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) `%011111.1loll,,Bj , Installation Details (1 Page) a�%% 50CKAk/N��,�� �+ (86�—©69� Report No C2182-3 Dater 9.9.17 ST. LUCIE COUNTY BUILDING DIVI -mN /� REVIEI�ED FOR COMPLIANCE ✓/. 1 DATE Id ef f PLANS I� I D PERMIT MUST BE KEPT N IOB SITE O,� NO INSPECTIONS) WILLBE MADE E N sF•.�g2! No 62240 ,• <� = STATE OF : 441 oX1,CORD ®, I Q',q . 20 %'( Pacturer: rLL5V-Crimp tal Sales Manufacturing Corporation ct Name: Description: 24" wide coverage with (5) 1/2" high ribs FL 14645.3-R3 C2182-3 9.9.17 Page 2 of 3 Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Description: Min. 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. -k Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. inimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017. ew Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 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. Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. 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 support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 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. Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2) Project No. T240-09, Reporting Date 9/22/00 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/l/09 EXISTING SHINGLES (OPTIONAL) - -All 4 NEW UNDERLAYMENT TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION #9-16 OR #10-14 WOODSCREWS NEW UNDERLAYMENT WITH SELF SEALING WASHER AT (REQUIRED ONLY FOR MAXIMUM SPACING OF' 36" O.C. NEW CONSTRUCTION) EXISTING SHINGLES 5V-CRIMP (OPTIONAL) MIN 26 GA. EXISTING UNDERLAYMENT J v PLYWOOD (OPTIONAL) DETAIL 1 19/32" THICK (MIN.) #9-16 OR #10-14 WOODSCREWS NEW UNDERLAYMENT WITH SELF SEALING WASHER AT (REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. NEW CONSTRUCTION) EXISTING SHINGLES 5V-CRIMP (OPTIONAL) lik MIN 26 GA. EXISTING UNDERLAYMENT J CI PLYWOOD (OPTIONAL) DETAIL 2 19/32" THICK (MIN.) 5V-CRIMP ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (pSF) 36 41.6 16 74.8 8 196.75 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 = 0.0169"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 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. 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a 0 N " wN Z t=o 0; (n 1 0 uI7 mMJ� C j N N S L0 00 N a 1 OF 1