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HomeMy WebLinkAboutNOA; Metal-Era Roof Edge Termination Systems�C1 fiL,d55 f5, ..........: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE Metal Era Inc. 1600 Airport Road Waukesha, WI 53188 CEPTANC E. (N®A MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. m iam i d ade. Zov/eeo no my 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. Metal -Era® Roof Edge Termination Systems 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. TERNMIgATI<ON 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 shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 16-1129.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Hamley Pacheco, P.E. MOR NOA No.: 18-0424.06 Expiration Date: 12/11/23 . p Approval Date: 09/20/18 Page 1 of 9 S RoOFE% ComTONENT APPROVAL Sub-Cateiory• Materials SCOPE Roofing Roofing Fasteners Steel This approves roofing components "Metal-IEra® Roof Edge Termination Systems" as manufactured by Metal -Era, Inc. and as described in this Notice of Acceptance. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code for the locations where the pressure requirements, as determined by applicable building code do not exceed the design pressure values listed herein. TRADE NAMES OF ]PRODUCTS MANUFACTURED ®R LAI$ELE)ZD By APPL><CANTo Table I Product Name Dimensions Test Product Specification Description Anchor -Tits Standard & Max. 8.5" Outside Face TAS 111 (B) Decorative galvanized steel fascia Modified Versions Max. Length 12' with continuous extruded Min. Thickness 0.0276" aluminum bar. Anchor-Tite Long Face Max. 13" Outside Face TAS 111 (B) Decorative aluminum fascia with Standard and Modified Max. Length 12' continuous extruded aluminum Versions Min. Thickness 0.050" bar. "Ierma-Tite Coping Coping: TAS 111 (C) Decorative aluminum coping cap Max. 6" Outside Face with galvanized steel Max. 3.5" Inside Face anchor/support cleats Max. width 14" wall Min Thickness. 0.050 Anchor clips: Max. Length 12' Min Thickness: 0.0396" Metal Era ® Firestone Fascia: TAS 111 (B) Decorative galvanized steel fascia AnchorGard Max. 8.5" Outside Face with continuous extruded Min. Thickness 0.0276" aluminum anchor clip. Anchor Clip: Max. Length 12' Min. Thickness 0.040" NOA No.: 18-0424.06 COMM Expiration Date: 12/11/23 Approval Date: 09/20/18 Page 2 of 9 derma -Tate Coping Coping: Max. 6" Outside Face Max. 4" Inside Face Max. width 16" Min Thickness. 0.050 Anchor clips: Max width. 16-3/8" Max. Length 12" Min Thickness: 16ga. Perm. Tate Gold Coping Coping: Max. 6" Outside Face Max. 4" Inside Face Max. width 25-1/8" Max. Length 12' Min Thickness. 0.050 Anchor clips: Max width. 24-5/16" Max. Length 12" Min Thickness: 16ga. Met2l-Era One Edge Edge Metal: Max length 12' Max Thickness: 24ga. } Formed Rail Cleat: Max length 12' Max Thickness: 20ga. Spring Clip: Max length 6' Max Thickness: 26ga. TAS 111 (C) Decorative aluminum coping cap with galvanized steel anchor/support cleats. TAS 111 (C) Decorative aluminum coping cap with galvanized steel anchor/support cleats. TAS 111 (B) Decorative galvanized steel fascia with continuous formed rail. Metal Era fabricates the products listed in Table 1 herein under licensing agreements for the following roof membrane manufactures: Carlisle Syntec, Firestone Building Pr dints, Jo�lins-Manville, FiberTite, Versico, Sarna Sarnafil Division, Siplast, Malarky Roofing Products, Flex, Soprema, Petersen Aluminum. NTOA No.: 18-0424.06 Expiration Date: 12/11/23 Approval Date: 09/20/18 Page 3 of 9 EVIDENCE SUB1UTTED o Test Aene� Intertek ETL Semko Farabaugh Engineering and Testing, Inc. MANUFACTURING IL®CAnoN 1. Waukesha, W1. Test Identifler 3032125 3033767 3033767 Addendum T295-16 T294-16 T291-16 Test Naffie/Reyort TAS 111(B) TAS 111(C) TAS 111 (B) TAS 111 (B) TAS 111 (C) TAS 111 (C) TAS 111 (B) Date 10/31/02 10/31/02 10/31/02 10/02/03 11/02/16 11/02/16 11/02/16 NOA No.: 18-0424.06 Expiration Date: 12/11/23 Approval Date: 09/20/18 Page 4 of 9 ITSTALLATEON. Ochor-Tite Standard: The top portion of the anchor bar shall be fastened with a minimum #10 x 2" hex head screws spaced 12 inches o.c. secured to the top nailer, (see detail "A" herein). Maximum Design Pressure: -290.6 psf (horizontal) Anchor-Tite Long Face: The top portion of the anchor bar shall be fastened with a minimum #10 x 2" hex head screws with washers spaced 12 inches o.c. secured to the top nailer, (see detail "B" herein). The lower portion of the anchor bar shall be fastened with '/4" x 1-114" hex head screw spaced 24 into underlying substrate (see detail "B" herein). Maximum Design ]Pressure: -190 psf (horizontal) Perma-rite Coping (1491): Perma-TitCAnchor cal-i'shall be spaced a maximum oee feet �0�.cchor clips shall be fastened with #10 x 1-1/z" �hex head screws fastened through the third hole of the top poor cinnchor clip the side where the stainless -steel spring clip is located (see detail "C" herein). And with two additional 1-1/4" annular ring shank nail fastened in the Mau #i �l�ole son $gQRg�,s�te; face at a�rua, pum of 3" up from the bottom lip (see detail "C" herein). ximum Design Pressure: -168.5 psf (vertncal)� Metal ]Era 0 Firestone AnchorCard: The top portion of the anchor bar shall be fastened with a minimum 410 x 2" hex head screws spaced 12 inches o.c. secured to the top nailer, (see detail "A" herein). Maximum Design Pressure: -161.2 psf (horizontal) I?erma-Tice Coping (1611): Perma-rite Anchor clips shall be spaced a maximum of three feet O.C. Anchor clips shall be fastened with #10-12 s 1- 1/2" long S.S. hex head screws with 1/2" washer. One fastener located in third full hole from bend on both sides of 12" wide anchor clip on inside face and outside face of coping. In Addition one fastener #14-12 x 1-1/2" long flat head screw located in hole closest to center of wood blocking on both sides of 12" anchor clip on inside wall of coping and one fastener #14-12 x 1-1/2" long flat head screw in fifth hold from bottom of drip edge on both sides of 12" wide anchor clip. Maximum ](Design ]Pressure: -301.7 psf (horizontal) ; -261.5 psf (vertical) Perma-Tite Gold Coping: Perma-Tite Anchor clips shall be spaced a maximum of three feet O.C. Anchor clips shall be fastened with #10-12 s 1- 1/2" long S.S. hex head screws with %2" washer. One fastener located in third full hole from bend on both sides of 12" wide anchor clip on inside face and outside face of coping. In Addition one fastener #14-12 x 1-1/2" long flat head screw located in hole closest to center of wood blocking on both sides of 12" anchor clip on inside wall of coping and one fastener #14-12 x 1-1/2" long flat head screw in fifth hold from bottom of drip edge on both sides of 12" wide anchor clip. Maximum ]]Design Pressure: -368.3 psf (horizonW); -242.8 psf (vertical) Metal -Era One Edge The top portion of the anchor bar shall be fastened with a minimum #10-12 x 2" S.S.hex head screw with 1/z" S.S. washer @ 12" on center secured to the top nailer. Maximum Design 1Pressuire: -141.5 psf (horizontal) NOA No.: 18-0424.06 k, tt M! ift�I'X Expiration Date: 12/11/23 Approval (Date: 09/20/18 Page 5 of 9 ILEWTATl ONS All products listed herein shall be installed in accordance with the requirements set forth in RAS 111. 2. Maximum dimensions shall be as outlined in Table 1 herein. 3. All products listed herein shall be installed in conjunction with Metal -Era's required accessories including but not limited to: miters, splice caps, splice plates, corners, end caps, pier caps, etc. 4. Downspout scuppers, spillout scuppers shall be fabricated and installed in accordance with RAS 111. 5. If required, install water cut-off as recommended by the membrane manufacturer and under the anchor bar. 6. Contractor shall check as -built conditions and verify roof edge details for accuracy to fit as built conditions prior to installation. Installer shall comply with Metal -Era's published installation requirements. 7. Fasteners shall be Metal -Era's approved fasteners. 8. Fasteners shall provide a minimum pull out resistance of 2401bf (109 kg) into the substrate being fastened into. When tested in accordance with TAS 105. 9. No exposed fasteners shall be permitted. 10. All fasteners shall be of compatible materials. 11. Finishes shall be natural aluminum mill finish, or pre -coated Kynar 500. All coatings shall be in compliance with the Florida Building Code (FBC). 12. The maximum design pressures listed here in are applicable to the perimeter areas of the roof. Increased design pressures for corner areas, in compliance with applicable building code may be met through rational analysis by increasing the number of attachment points in these areas. The maximum fastener spacing noted in the "Systems Description" section of this approval shall not be exceeded. All rational analysis computations shall be prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 13. 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. 14. "All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. r �{ 4, NOA No.: 18-0424.06 r, Expiration Date: 12/11/23 Approval Bate: 09/20/18 Page 6 of 9 1 1/4" (31.8 mm) H X DIETAm A FASCIA COVER (12'-0" LENGTHS) NON -CURING SEALANT (BY OTHERS) ANCHOR BAR — ROOFING MEMBRANE #10 x 2" (50.8) CORROSION RESISTANT FASTENERS IT (304.8 mm) O.C. PROVIDED BY METAL ERA. A»cnoR-IITE STANDARD AND METAL ERA DRESTom A»cHoRGARD DETAIL B NON -CURING SEALANT (BY OTHERS) EXTRUDED I 1 1/4" ANCHOR 8AR---mil_ ttitttl �- ROOFING MEMBRANE FASCIA COVER #10 x 2" (50.8) CORROSION RESISTANT (12'-0" LENGTHS) FASTENERS 12" (304.8 mm) O.C. PROVIDED BY METAL ERA. ..X.. 1/4" X 1 1/4" MASONRY/WOOD FASTENERS 24" O.C. PROVIDED BY METAL -ERA 20 GA. GALV. CONTINUOUS CLEAT 3 1/2PROV" SPLICE NOTE: ALL RENTS ANcHoR-TiTE LONG FACE �+ NOA No.: 18-0424.06 Expiration Date: 12/11/23 I, p Approval Date: 09/20/18 Page 7 of 9 Coping cover [12'-0" (3.65 m) lengths] 8" (203.2 mm) wide — concealed splice plate at each joint 3/4" (19.1 mm) 6 Y Inside MIN 2 1 /4" MAX 3 1 /2' DETAIL, C 12" (304.8 mm) wide 20 Go. (0.91 mm) galvanized anchor clips 3'-0" (914.4 mm) O.C. 1 1 /4" u (31.8 mm) Outside MIN 3" MAX 6" #10 x 1-1/2" CORROSION 1 1/4" (31.8mm) RESISTANT FASTENERS Ring shank nail (Provided) PROVIDED BY METAL ERA. 3/8" ( provided f mm space provided for wall variations Actual wall width max 14" PERMA-TITE COPING (14f9 WIDE) DETAIL D /,�y-I�•}q ny /t�y��Q/� C �YSIPS- INSN y�p���• 4,a�hnVaI.YYIWAW��IVMlfi� r: r{1 s t ty �. •; s c c ; ° J . Lr r �r $ ?f �1Vt,�#I� DLC3C1£��3, (St.!'.i '� Z} r rr ((���� I♦ z A �. � � 4 •: Y t :M'\ 1:�Y�'•���(�Il�`fi�i' 9�1f�ao1"' {liiJ11J.7L�f �� 1. a r SdbF MEiiilB(iAP1E IZAD SCROtF Q`dx FASlFd4I FASTkAtER tt1 � { bites i�tYrltiNl ` - ,.. ''! (1�h7� il\ figlF Ct:C�St~4"i ` , i •' • t � r '•Yi4 L1r'Z'TlrRgt? �w `,, � � � � ; 13�WItJ1? Mt'IL • ,BI CfCt�[l\G UM 8Ev1I'1 sVJES 47f { tr: 4 .. - �y ►11'L{:0;�j����,��}4yitS @Y d'".��,F L,r-Y�t .nr. <t "�``5• '�' �.' ` ' � ) pay ' y l q`' ! f� + +N,. A.'• .� ' ��+.s c$� � � ! i � ♦. -•;�._,a�l��\�nJpl�f/!MV'�a� �ttfl� ��if� �} 1 1+ �' ' 'FpR WALL UAi�A`IK1NS Y6 'Y PE ` -TITE COPING (1699 WmI NOA No.: 18-0424.06 Expiration Date: 12/11/23 Approval Date: 09/20/18 Page 8 of 9 DF,TmLE PERmA-TITS GOLD COPING DETAIL F _V , Ohm KW, METAL -ERA ONF, EDGE END OF THIS ACCEPTANCE NOA No.: 18-0424.06 Expiration Date: 12/11/23 Approval Date: 09/20/18 Page 9 of 9 1Perma-Tite Coping TAS 111 (C) Decorative aluminum coping cap with galvanized steel anchor/support cleats. Derma-Tite Coping (llin. 20¢a. Anchor Clips) o Anchor clips are secured on the 6 in (152 mm) face with two #10 or #14 stainless steel screws (wood substrates only) or masonry screws (wood or masonry substrates) 1.5 in (38 mm) from the bottom and on the top of the 6 in (152 mm) side with two screws 1.75 in (44 nun) from the edge. On the 4 in (102 mm) side the face is secured with two screws 1.25 in (32 mm) from the bottom and on the top of the 4 in (102 mm) side with two screws 1.125 in (28.6 mm) from the edge. © Anchor clips are spaced 24 in (610 mm), 36 in (914 mm) or 48 in (1219 mm) o.c. The coping cap is snapped into place over the anchor clips. Material Max ]Face Height (in.) Max Wall Width (in.) Max Back Height (in.) Perimeter Pressure sf. Corner Pressure sf. Horizontal Vertical Horizontal Vertical 4 8 6 161 278 127 266 Anchor Clip Material and O.C. Spacing: 20 ga, and 4 ft o.c. 4 12 1 6 1 87 1 151 1 73 152 Anchor Clip Material and O.C. Spacing: 20 ga, and 4 ft o.c. 4 10 6 204 353 163 342 Anchor ClipMaterial and O.C. Spacing: 16 a, and 4 ft o.c. 0.040in. Alum or N- 4 12 6 116 202 91 190 ga. F',ricior [Coping Cap] 4 14 6 116 202 91 190 4 16 6 131 227 109 228 Anchor Clip Material and O.C. Spacing: 16 ga, and 4 ft o.c. 4 24 6 73 126 N/A N/A Anchor Clip Material and O.C. Spacing: 16 ga, and 3 ft o.c. 0.040in. Alum or 4 16 1 12 1 73 1 126 1 N/A N/A 24ga. Steel [Coping Cap] Anchor Clip Material and O.C. Spacing: 16 ga, and 4 ft o.c. 4 8 1 6 1 218 1 378 1 182 380 Anchor Clip Material and O.C. Spacing: 20 ga, and 4 ft o.c. 4 10 1 6 1 233 1 403 1 182 380 Anchor Clip Material and O.C. Spacing: 16 ga, and 4 ft o.c. 4 12 1 6 1 131 1 227 1 109 228 Anchor ClipMaterial and O.C. Spacing: 20 a, and 3 ft o.c. O63in..lu 4 14 6 116 202 91 190 0Copin. Alum Anchor ClipMaterial and O.C. Spacing: 20 a, and 3 ft o.c. [Coping Cap] 4 16 1 6 1 88 1 152 1 73 152 Anchor Clip Material and O.C. Spacing: 20 ga, and 3 ft o.c. 4 24 1 6 1 102 1 177 1 73 152 Anchor Clip Material and O.C. Spacing: 16 ga, and 3 ft o.c. 4 32 6 88 152 73 152 Anchor Clip Material and O.C. S acin : 16 ga, and 2 ft o.c. O .OSOin. or 0.0.050i Alum 4 16 12 .117 202 91 190 Anchor ClipMaterial and O.C. Spacing: 16 a, and 4 ft o.c. 4 24 12 102 177 91 190 [Coping Cap] Anchor Clip Material and O.C. Spacing: 16 ga, and 3 ft o.c. NOA No.: 19-0430.02 Expiration Date: 12/11/23 Approval Date: 06/20/19 Page 22 of 44