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Home My WebLink AboutProduct Approval 6 EVALUATION REPORT OF (i METAL SALES MANUFACTURING.CORPORATION `26 GA.5V-CRIMP PANEL.' FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.2=R2 ROOFING METAL ROOFING F r" Prepared For: Metal Sales Manufacturing Corporation } 545.South 30 Street,Suite 200 Louisville,KY 40202 Telephone: (502)8554300 Fax: (502)855-4290 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (918)-493-3568 __. ' This report consists of Evaluation Report(3 Pages including cover) Installation Details (I.Page) s��t�e�r��►�r�c OCKAL40 � NO 62240 � y ti _1 i r Report No. C2010-2 Date:3.27.15 STATE OF 3•'30. 20 t�5_ 6 ;E s��3 __...,...-- ._.__... ........ -- —.-....._._..._._........_.._.__.._..._..._._........—...........__....----------_ . _ _..... __... ........_ ..... _ ...._.__._..._.. ._... .._._._._._..---------—--......._...._.._....--. _.._...,_.. . ._ .. -......._.._.------ — FL 14645.2-R2 C2010-2 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24"wide coverage with(5) 1/2" 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. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" 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 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) 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 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 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 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. es o.s. PIAT: WlE• PANEL FASTENER 1-1 Nmm 5V-CRIMP SEE DETAIL 1 SPACING PER ALLOWABLE PRESSURE TABLE. YYY ro 11 II I II UNDER YLA MENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32"DTHICK (MIN.) o AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SANK NAIL GUIDELINES OR #8 x 2" LONG WOOD SCREWS MIN. 2X_WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS = 5V-CRIMP SEE DETAIL 1 24" 00 \ U N U' w N ® Z r_-0 I^�o x }} II � (nY I N UNDER MENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32"DTHICK (MIN.) WE_i00 I AS PER MANUFACTURER'S INSTALLATION $d x 2.5" LONG RING SANK NAIL j c-4 GUIDELINES v� =Ino MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS I� 5u) TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & N goo AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE w SPIN)G (PSF) w a #9-16 OR #10-14 WOODSCREWS a a V _ � m WITH SELF SEALING WASHER AT 24 84.5 a MAXIMUM SPACING OF 24" O.C. Q� 18 131.3 3 Z i�oa SV-CRIMP 5�« MIN 26 GA. 12 149.6 rn GENERAL NOTES N 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 24'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19/32"THICK (MIN.) 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 & HE FLORIDA BUILDING CODE. IF A BETTHE MINIMUM DETAIL 1 REQUIREMENTS OF THISDIFFERENCE DRAW NG &THE CODE, THENCODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS wiN N REV. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 2010—Z SNEEf N0. OF 1 COOK & MENARD ARCHITECTURE INC. 806 Delaware Avenue, Fort Pierce, Florida 34950 PHONE(772)460-7751 FAX(772)460-4244 EMAIL cookmenard@yahoo.com November 10,2016 St. Lucie County Building Department Attn:Roof Permit Plan Review 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Roofing specification prepared for the St. Lucie County Building Dept.for the structure located at 355 Palms Avenue,St Lucie County, Florida Manufacturer: Metal Sales Manufacturing Corporation Profiles: 26 GA.5V-Crimp Panel, FL#14645.3 Code: FBC 2014;Section 1507 Wind Speed: 165 MPH; Ultimate Design Wind Speeds Exposure: B Mean Roof Height: 15' Maximum Pitch: 6/12" Required Design Pressure: Zonel:-40.6 Zone 2:-57.4 Zone3:-107.9 Maximum Uplift Pressure: 41.6 psf@ fastener spacing of 36"o.c. 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 Underlayment 30#Felt Roof Decking: 8d x 2.5" long ring shank nails or#8 x 2"long wood screws @ 6"o.c. in the plywood field and @ 4"o.c.at edges The above approved,as per Florida Building Code Compliance acceptances, 2014 Florida Building Code,and the Manufacturer's recommendations. Respectfully Submitted, Peter B.Cook Cook& Menard Architecture, Inc. Florida Registration No. AA0003494, NCARB Certification No. 31789 FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp - Panel Description: 24" wide coverage with(5) 1/2" 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. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 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 2014 Section 1507.4.2 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 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 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 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.3-R2 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting 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 9/22/09 Architectural Testing, Inc.—West Palm Beach, FL (Formerly Hurricane Test Laboratory,LLC) Project No. 0103-0712-09, Reporting Date 9/1/09