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Home My WebLink AboutProduct Approval MIAM}OADE MiAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CertainTeed Corporation 1400 Union Meeting Road,P.O. Box 1100 Blue Bell,PA 19422-0761 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-.Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official _ This NOA renews NOA#13-0204.03 and consists of pages 1 through 16. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0224.03 MiAMMADECOUNTY Expiration Date: 06119/18 Approval Date: 04/10/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -60 psE TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description /All Weather/Empire Base 36" x 65'10"; ASTM D 4601 Type Asphalt coated,fiberglass reinforced Sheet Roll weight: 86 lbs. II base sheet (2 squares) UL Type 15 Flex-I-GIasTM Base Sheet 36" x 98'9";Roll ASTM D 4601,Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 Flex-I-GIasTM FR Base Sheet 393/8,,x 50'; Roll ASTM D 6163, Modified Bitumen coated fiberglass weight:90 lbs. Grade S,Type I base sheet. (1.5 squares) Flintglas@ Ply Sheet Type IV 36" x 164'7";Roll ASTM D 2178 Type Fiberglass, asphalt impregnated ply or VI weight:40/55 lbs. IV or VI sheet. (5 squares) UL Type G 1 Flintlastic STA 393/8" x 33; Roll ASTM D 6222, Smooth surfaced APP Modified weight:90 lbs. Grade S,Type II Bitumen membrane with non-woven (I square) polyester mat reinforcement for torch application. Flintlastic GTA,GTA-FR 393/8,, x 333";Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type 11 Bitumen membrane with non-woven (I square) polyester mat reinforcement for torch application. Flintlastic GMS, 393/8,, x 34'2"; Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 1001105 lbs. Grade G,Type II Bitumen membrane with non-woven (1 square) polyester mat reinforcement for mop application. Flintlastic FR, 393/8,,x 34'2";Roll ASTM D 6164, Fire resistant,granule surfaced SBS FR-P Premium weight: 105 lbs. Grade G,Type I Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/8" x 34'2"; Roil ASTM D 6163, Fire resistant,granule surfaced SBS weight: 90 lbs. Grade G,Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. NOA No.: 14-0224.03 MtAtIDADEcoutt Expiration Date: 06/19/18 � ,...o Approval Date: 04/10/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic FR Cap T 39-3/8"x 34'2"; Roll ASTM D6163 Granule surfaced SBS Modified weight: 81 lbs. Bitumen membrane with fiberglass (I square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8"x 33'; Roll ASTM D6163 Modified Bitumen,coated fiberglass Weight: 81 lbs. base sheet for torch application. (1.0 squares) Flintlastic FR Cap CoolStar 393/8,, x 34'2"; Roll ASTM D 6163 Fire resistant,granule surfaced SBS weight:90 lbs. Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap T CoolStar 393/8,, x 34'2"; Roll ASTM D 6163 Fire resistant,granule surfaced SBS weight:90 lbs. Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA,GTA-FR 39 3/g" x 33'3"; Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: 105 lbs. Bitumen membrane with non-woven (I square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS/GMS 393/8,, x 342";Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 1001105 lbs. Bitumen membrane with non-woven (I square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic,FR-P/FR-P Premium 393/8,, x 34'2"; Roll ASTM D 6164 Fire resistant,granule surfaced SBS CoolStar weight: 105 lbs, Modified Bitumen Membrane with square) non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating, Covered with reflective CoolStar Coating. Ultra Poly SMS 36"x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S,Type I Bitumen Membrane with non-woven polyester mat reinforcement for mop applications. NOA No.: 14-0224.03 WMAMMADE COUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 3 of 16 GlasBaseTM Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated,fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) PolySMS Base Sheet 39 3/8"x 64'4"; Roll ASTM D 4601, Modified Bitumen coated polyester weight:90 lbs. Grade S,Type 11 base sheet. (2 squares) UL Type G2 Yosemite@ Buffer Base Sheet 36"x 32'10"; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced weight: 90 lbs. ASTM D 4897 buffer sheet. (l square) UL Type 30 BIack DiamondTM Base Sheet 36" x 687"; Roll ASTM D 1970 Self-adhering fiberglass reinforced weight: 78 lbs, modified bitumen base sheet (2 squares) APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corporation ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic DensDeck, DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels LLC ENRGY 3, ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating, LLC APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. None N/A None N/A NOA No.: 14-0224.03 CMADEU9908111411 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Aaency/ldentifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.1.3Y8AI.AM 03/23/96 FMRC 4470 J.1.OD3A3.AM 04/04/97 FMRC 4470 J.1.2DOAO.AM 12/23/98 FMRC 4470 J.1. ID7A4.AM 11/09/98 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 974574 06/03/88 ASTM D 5147 97-457-211 12/02/87 Momentum Technologies, Inc. ASTM D 4601 AX31G8D 09/05108 ASTM D6164 AX3 I G8F 06/05/09 ASTM D6222 AX3 I G8G 06/05/09 ASTM D 3909/D 4897 AX31G8C 09/05/08 TrinitylERD TAS 114(J) #3504.06.01-1 06105101 TAS 117(13) 3503.10.06 10/10/06 TAS 117(13) 06490.04.07-RI 06/27/07 TAS 114(H) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07.04 07/29/04 TAS 117(B)/ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C I 0080.09.08-R4 03/25/10 ASTM 136164/134798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM 135147/134798 C31410.10.10-RI 11/01/12 ASTM D5147/134798 C31410.01.11-1-R1 11/01/12 ASTM D4798 C31410.01.11-2A-Ri 02/21/13 ASTM D4798 C31410.12.13 12/05/13 ASTM D6222 C40050.12.13 12/05/13 PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08 Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11 ASTM D6164 CTC-068-02-01 08/09/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM D6164/D4798 CTC-093-02-01 08/09/11 ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/13/12 ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 ASTM D6164 CTC-162-02-01 05/09/13 ASTM D6164 CTC-161-02-01 05/09/13 ASTM D6162 CTC-183-02-01 10/02/13 ASTM D6164 CTC-190-02-01 12/02/13 WML4%MH:)ADE COUNTY=. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 5 of 16 Membrane Type: APP Modified Deck Type 11: 0' od,Non-Insulated ' Deck Description: 9/321 or greater plywood or wood plank System Type E(l):n/BaSsheet mechanically fastened. All General and System Limitations apply. Base Sheet: V/0—ne ply of A 4 11,1,�ther�/�Em �Sheet,Glas Base or Flintglas Premium Ply Sheet(Type mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with I I ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: koptionab One ply of All Weather/Empire Base Sheet, Ultra Poly SMS,Glas Base, Flex-I Glas Bas , ex-I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or one ply of Black Diamond Base Sheet self-adhered or Flintlastic STA torch adhered. Membrane: JFlintlastic GTA,Flintlastic GTA CoolStar, or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional)Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-lb./sq.gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak(#47 AF)Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC#212 Fibrated Aluminum Roof Coating at an application rate of I 'h gal./sq Maximum Design V/ Pressure: -52.5 psf. (See General Limitation#7) MIAMMOADE COUNTY NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 12 of 16 i WOOD DECK SYSTEM LIMITATIONS: i. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.,or mechanically attached using the fastening pattern of the top Iayer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0224.03 MtAMMADECOUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 16 of 16 tAt'Y13v S T reasure Harvey E.Koehnen 7205 Elyse Circle C oast .Professional Engineer#32831 P 5 L Florida 34952-8212 B uilding Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com Contractor eA->Te:j�j jx UA,< Owner M'i,-l3 v's Date Job Address I 16?9�l U2erav�G- brt�i� METAL ROOFING UL7�L 6V NEW ROOF RE-ROOF REPAIR AREA METAL ROOF PLAN sirE 6 rE � 0oil C NU I'M 21 It-mi en ire ri ag I hal ils 0. 15' dim. u11r ea 2' IIog) p7a Ee—c @rA nd4 & tit to ru ses TH HTT, ASCE 7-10& FBC 2014 5th Edition ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN v' PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V= 1&0 EXPOSURE_ 13 /A= ( • d /Kzt=1.0/h F 5 / 5/12 PITCH ROOF SYSTEM TV NeAr PL 14Ln ZONE 1 P - - 1 @ @ h-30 = X - PSF x 0.6= —Z ZONE 2P@ @ h=30 = X = PSFx0.6= ZONE 3 P @ @ h=30 = X = PSF x 0.6=—/zigj a= MAX DESIGN PRESSURE PER NOA, G • 1,5 4V, C DECK TYPE IYINDGh THICKNESS BASE SHEET 3,:n NO.OF PLIES f FA Ef�IE� P L`ps GSPACING ql; -r f a(to�+�S�i�Z Lu PLY SHEET 1 NO.OF PLIES FASTENER TYPE SPACING — TOP PLY NO.OF PLIES FASTENERTYPE - SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ �L !1� U"- a 8>212_� 17j1 ! DRIP EDGE SIZES'71 DRIP MATERIAL26,AG -- Gr( FLASHING MATERIAL .Z6- 4 A � - 1 , �1�� FASTENER SPACING FnR MFTAI RnnF PAnim c• rim r) oPo1nnG-rco 1 fi 7' ,-rNoK co i I_'�' �}� n��.I.JS Florida Building Code Online Page I of 4 FLORIDA 09PARTMONT OF Business & Professional Regulation rA oridaDeproent SCIS Home I Log In ; User Registration I Hot Topics Submit Surcharge i Stats&Facts 1 Publications FSC Staff 8CIS Site Map Unks Search 3usines �� ) 'rofessi JaProduct Approval I USER:Public User Regulation �gjWggi® Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL'# FL14645-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Bala Sockalingam developed the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavl, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R2 COI CertificateIndeoendence.od Referenced Standard and Year(of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 httt)://www.flc)ridAhiiil(iinc, nro/nr/,, .,— A+l - Flgrida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Eouiv TestEauivalentC2010 UL.1) Sections from the Code 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 2lywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReyortC2010 l.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" FL14645 R2 AE EvaluationReportC2010 1.odf o.c.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 tI EvaluationRei)ortC2010 2,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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 2.pdf o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 Created by Independent Third Party:Yes psf 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.pdf Approved for use outside HVHZ:Yes Verified By: Baia Sockalingam PE 62240 rpad Resistant:N/A Created by Independent Third Party:Yes slgn Pressure: +N/A/-196.75 Evaluation Reports her:Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvatuationReportC2010 3.odf o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 Created by Independent Third Party:Yes psf 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 IT EvaluationReportC2010 4.pdf 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" FL14645 R2 AE Evaluation ReoortC20 10 4.pdf o.c.and 172.5 psf at fastenerspacing 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 EvaluationReportC2010 5.pdf 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" FL14645 R2 AE EvaluationReportC2010 5.odf o.c.and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes httn-/Axnxnu TIf1r;Aa1N-;I ;-- -- Florida Building Code Online Page 3 of 4 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.pdf 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/-97.05 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing of 36" FL14645 R2 AE EvaluationReportC2010 6.0f o.c.,71.0 psf at clip spacing of 12"o.c.and 97.05 psf at Created by Independent Third Party:Yes clip spacing of 12"o.c.with sidelap adhesive. 14645.7 Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof panel over min. 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R2 II EvaluationReportC2010 7.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/-162.0 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing of 36" FL14645 R2 AE EvaluatlonReoortC2010 7.pdf o.c., 100.2 psf at clip spacing of 12"o.c.and 162.0 psf at Created by Independent Third Party:Yes clip spacing of 12"o.c.with support strap. 14645.8 Classic Rib Min.26 ga.,36"wide through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ:No FL14645 R2 I1 EvaluationReportC2010 8.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/-133.9 Evaluation Reports Other:Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 8.)d o.c.,92.3 psf at fastener spacing of 24"o.c.and 133.9 Created by Independent Third Party:Yes psf at fastener spacing of 18"ox. 14645.9 Classic Rib Min. 29 ga.,36"wide through fastened roof panel over min.7/16"thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No 171_14645 R2 II EvaluattonReportC2010 9.)d 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/-135.0 Evaluation Reports Other:Uplift load of 45 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 9.pdf o.c.and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.10 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min. 15/32"thickpl wood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R2 II EvaluationReoortC2010 10.pdf 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/-138.5 Evaluation Reports Other:Uplift load of 68.4 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 10.pdf o.c.and 138.5 psf at fastener spacing of 12"o.c. 1 Created by Independent Third Party:Yes 14645.11 Image II Min.26 ga., 16"wide concealed 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 EvaluationReportC2010 11.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/-86.55 Evaluation Reports Other:Uplift load of 20.75 psf at fastener spacing of FL14645 R2 AE Evaluat1onReportC2010 11.0 24"o.c.,63.50 psf at fastener spacing of 6"o.c.and Created by Independent Third Party:Yes 86.55 psf at fastener spacing of 6"o.c.with sidelap adhesive. 14645.12 PBR-Panel or R-Panel Min.26 ga.,36"wide through fastened roof panel over - min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ:No FL14545 R2 ii EvaluationReportC2010 12.0f 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/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" FL14645 R2 AE EvaluationReportC2010 12.pdf o.c.and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.13 Pro-Panel II Min. 29 ga.,36"wide through fastened roof panel over min. 15/32'thick plywood deck. http://www.floridabuilding.oro/nr/nr �r,n .�+i ��,,.,ry.,nr�•,.-.,,r_t'zrv�__y*._- ��<,�,� _ - .-- - - Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use In HVHZ-No FL14645 R2 II EvaluatlonReportC2010 13.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/-71.5 Evaluation Reports Other.Uplift load of 41.6 psf at fastener spacing of 24" FL14645 R2 AE EvaluationikeportC2010 13.pcif jo.c.and 71.5 psf at fastener spacing of 12"o.c. 1 Created by Independent Third Party:Yes sack Next Contact Us::1940 North Monroe Street,Tallahassee Fl.32399 Phone;850-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.;:Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. .Pursuant toSection 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click bgm. Product Approval Accepts; go httD://www.floridal)nii(iina A,, ___n_------- •F EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 5T" EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.2-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY 40202 Telephone: (502)8554300 Fax: (502)8554290 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(1 Page) � IIfill, ` % 50CKq � y No 62240 •••• 'I Report No. C2010-2 Date: 3.27.15 :-P STATE of 1 3,30. 201 Y 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 rz 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 I609 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. FL 14645.2-R2 C2010-2 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T235-07, Reporting Date 7/12/07 Project No. T172-08, Reporting Date 4/29/08 DMNN!D CHMI=S/f 6A DA SEE DETAIL 1 PANEL FASTENER " 3/W16 SV-CRIMP SPACING PER ALLOWABLE PRESSURE TABLE, b ii 77 7" ii 12 UNDERLAYMENT SHALL BE INSTALLED PLYWOOD12 MINIMUM ATTACHMENT: 19/32" THICK (MIN.) AS PER MANUFACTURERS INSTALLATION Bd x 2.5" LONG RING SHANK NAIL MIN. 2X- WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS g 5V-CRIMP SEE DETAIL 1 24" a 0 o U N Z co MN \ VlO OI 7MIN. 17 UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32"OTHICKAS PER MANUFACTURER'S INSTALLATION GUIDELINES Bd x 2.5" LONG RING SHANK NAIL 2X- WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWScn� TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & 00 ATPLYWOOD EDGES cn-i FASTENER PATTERN AT PANEL ENDS 4 TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE W SPACING (PSF) W d (IN) #9-16 OR #10-14 WOODSCREWS a WITH SELF SEALING WASHER AT 24 84.5 a 98 we MAXIMUM SPACING OF 24" O.C. ¢ Vn 18 131.3 j z 5V-CRIMP 12 149 6 _ MIN 26 GA. GENERAL NOTE-.: 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. UNDER' 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 & THE FLORIDA BUIINGTHE MIMUM DETAIL 1 R QUR MENTSE OF THISIF ADIFFERENCE DRAWING &OTHE CODE,THENCODE SMALL CONTROL: 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2OtO-Z REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. N. 1 O 1 i EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.4-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 31 Street,Suite 200 Louisville,KY 40202 Telephone: (502)855-4300 Fax: (502)855-4290 Prepared By: Bala Sockalingan4 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(1 Page) %��►�� ♦♦♦% s0CKA4� ei4 .••� 44, No 62240 C� Report No. C20104 STATE OF Q ''. Date: 3.27.15 .�• � .< OR �OP��. kil1111 3,'?yo,Z015 FL 14645.4-R2 C2010-4 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. 7/16" thick OSB or min: 15/32" thick plywood at max span of 24" 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: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 172.5 psf @ fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure. 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 UL580-06 `Uplift Resistance of Roof Assemblies' & UL 1897-04 `Uplift Tests for Roof Covering 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 14645.4-R2 C2010-4 3.27.15 Page 3 of 3 Supporting Documents: UL580& 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PANEL OVERLAP es os. 5V-CRIMP 1 -FASTENER AT PANEL FLAT -,,,,,,--SEE DETAIL 2 ,-SEE DETAIL 1 REQUIRED FOR PANEL I— -< ENDS ONLY. ffi u ii 'PAN<ELF FASTENER PER ALLOWABLE MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET, UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5* LONG RING SHANK NAIL AS PER MANUFACTURER'S INSTALLATION OR #8 x 2' LONG WOOD SCREWS GUIDELINES SPACED @ 6" D.C. IN THE FIELD & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' O.C. TYPICAL PANEL INSTALLATION X-SECTION #9-16 OR #10-14 WOODSCREWS DESIGN UPLIFT PRESSURE v�T WITH SELF SEALING WASHER ATto C3 Lj to MAXIMUM SPACING OF 36* D.C. FASTENER PRESSURE ,w-00 (PSF) SPACING P) I (IN) =rn 0 5V-CRIMP 09 MIN 26 GA. 36 30.0 V) 6 172.5 CL GENERAL NOTES* 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE (L UNDERLAYMENT J FLORIDA BUILDING CODE (FBC). aaow - OSB 7/16- THICK (MIN,) OR 2. ROOF PANELS SHALL BE MIN. 26 Qk (t = 0.019-). EFFECTIVE COVERING DETAIL 1 PLYWOOD 15/32- THICK (MIN.) WIDTH OF PANEL = 24". Fr 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS I SPECIFIED ON THIS DRAWING. iz 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS #9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. MAXIMUM SPACING OF 36* . 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 5V-CRIMP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. MIN 26 GA. S 11 AT 36, O.C.O*C* SEALING WASHER ACING 0, x I UNDERLAYMENT SB 7/16 THICK (MIN.) OR 2010-4 DETAIL 2 PlYW00D 15/32- THICK (MIN.)