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Home My WebLink AboutRevision ilc coriv OFFICE USE ONLY: DATE FILED: I PERMIT#-C lv�6f REVISION FEE: r RECEIPT# u = PLANNING & DEVELOPMENT SERVICES 'ICOUNTYBUILDING&CODE REG TION DIVISION 23 80 VIRGI FORT PIERCE, (772)462-1553 F (7 APPLICATION FOR BUILDING PE N PROJECT INFORMATION 1. LOCATION/SITE � n / ADDRESS: �y�o 9D r l!7r d P11 Sin )e 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: ScJOmlwed i.l�nnn ,O�nrArll t �wDD/nrla ��/ lu�.� _ Olnr�/�ecf 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: (;C .l3 0(p.5.3 ST.LUCIE COUNTY CERT.#: BUSINESS NAME: C QUALIFIERS NAME: Pion :)7 ly)abanr'li ADDRESS: / CITY: STATE: ZIP: i y PHONE(DAYTIME):. 772- 370-9776 FAX: 77;t 3Y3-i 3571 4. OWNERIBUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised mn2/2014 r 4 "s.t C'zs MINr nT,,f IeIVLCION 0 FOR 6 C^� t ''i IiNS AND PFILSUT MUST'RE KEPT CNJ-.. WILL E" y1 r Florida Building Code Online Page 1 of 4 File Copy ProfessionalL d" Business & • + BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search bpr Product Approval a USER:Public User Product Approval Menu>Product or Application Search>ADolication List>Application Detail _ FL# FL14645-R2 Application Type Revision Code Version 2014 �`m Application Status Approved s Comments "iy b ..� ✓ { .4 v .2ra Archived a: ,b ? •Yt X lqq' � •,', y fried 4 � Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville, KY 40202 (812)218-7342 dstermer@metaIsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com� " _ ST.Li'CT�� ';7� z� —:^nTI S-10N Technical Representative RFVTFNN ii 3'UP _ l l: Address/Phone/Email xr yID",T B D. E g Quality Assurance Representative PLAT Is 'D PER IT MUST RE KEPT C JQ-� Address/Phone/Email OR NO—INSPEC1110N`VILL EZ�yA 1-,r� Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R2 COI Certificatelndeoendence.i)df Referenced Standard and Year(of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Eauiv TestEouivalentC2010 UL.odf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 6/28/2017 Florida Building Code Online • Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14645.1 2.5"Corrugated Min. 26 ga.,21.33"wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 1I EvaluationReoortC2010 1 odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReoortC2010 1.odf and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga.,24 wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel Flat. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 2.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReoortC2010 2.odf o.c., 131.3 psf at fastener spacing of 18"o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12"o.c. 14645.3 5V-Crimp Min. 26 ga.,24"wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 3.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE Eva luationReoortC2010 3.odf o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8"o.c. 14645.4 5V-Crimp Min. 26 ga.,24"wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva luationReportC2010 4.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R2 AE Eva luationReoortC2010 4.odf and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom.0.032"thick,36"wide, aluminum through fastened roof panel over min. 15/32"thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva IuationReportC2010 5.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReoortC2010 5.pdf and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 6.oddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 6/28/2017 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `2.5" CORRUGATED PANEL' FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.1-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 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: (866)366-1543 This report consists of P Evaluation Report(3 Pages including cover) Installation Details (1 Page) ♦♦♦♦♦,—P'SOCke"t�� ,��♦ ��•• IC �s�/2�i No c�`. y • • Report No. C2010-1 = ; Date: 3.27.150: S Tq ♦♦ sf I11UlN� S,30 �r FL 14645.1-R2 C2010-1 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 2.5" Corrugated Panel Description: 21.33" wide coverage with (10) 1/2" high ribs spaced at approximately 2-5/8" o.c. Materials: Min. 26 ga., 80 ksi steel or min. 24 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: 82.3 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 86.0 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 and C 5.33" o.c. across panel width(every other valley) intennediate locations Sidelap Attachment: 1/4'-14 x 7/8" long SDS with washer @ 18"o.c. 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 fastener 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. FL 14645.1-R2 C2010-1 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T215-05, Reporting Date 11/4/05 2.5" CORRUGATED vo ns. oa s zs/s PANEL OVERLAP— 1/4"-14 X 7/8" TEK SCREW ' SEE DETAIL 1 / SPACED AT 18" O.C. 5.33- (TYP) MINIMUM ATTACHMENT: \� PANEL FASTENER PER ALLOWABLE ! Bd x 2.5" LONG RING SHANK NAIL PRESSURE TABLE ON THIS SHEET. t OR /8 x 2" LONG WOOD SCREWS SPACED O 6" O.C. IN THE FIELD & AT PLYWOOD EDGES PLYWOOD UNDERLAYMENT SHALL BE INSTALLED MIN. 2X_ WOOD RAFTER/JOIST/ o • 19/32" THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION TRUSS AT MAX. 24' O.C. o GUIDELINES N TYPICAL PANEL INSTALLATION X—SECTION wo 008 ALLOWABLE UPUFf PRESSURE V) cc vI 1/4"-14 X 7/8"TEK SCREW FASTENER PRESSURE co SPACED AT 18" O.C. SPACING (PSF) cl I (IN) 1/ d o /9-16 OR J10-14 WOODSCREWS WITH SELF SEALING WASHER AT 35 82.3 u�io MAXIMUM SPACING OF 36" O.C. 5 ,q -MIN"26 GA.CORRUGATED 12 86.0 d tj 2 n a ' W 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). g 2. ALL ROOF PANELS ARE SHALL BE 26 GA (t = 0.0162"). EFFECTIVE COVERING p J N WIDTH OF PANEL = 21.66". ( 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS UNDERLAYMENT--J PLYWOOD SPECIFIED ON THIS DRAWING, 1 1 19/32" THICK (MIN.) 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS ry3a • PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING, a 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA - BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM q b DETAIL 1 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND W94D LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 51i. NO. 1 �