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Home My WebLink AboutNOAM IAM I•DiADE SCANNED BY 8�. !L.'ur9e Couaty DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO RECEIVED MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 �(786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom C NCEALED FASTENERS OR ATTACHMENTS James Hardie Building Product, ARE THE RESPONSIBILITY OF THE 10901 Elm Avenue RL CONTRACTOR OR RECORD Py Fontana, CA 92337 ST. Lucie Co Y,9 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. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffrt, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. 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 provid A to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request c :the Building Official. This NOA renews NOA # 15-0122.04 and consists of f.-is page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos 4I. Utrera, P.E. hUAM4DADE COUNTY NOA No. 17-0406.06 ®, ... k� got-4`Qxpiration Date: May 1, 2022 Approval Date: May 4, 2017 THESE F/?"g,/nVCIE COUNTY BUILDING DIVI N -Af�1S AND ALL PROPOSED WORK REVIEWED FOR COMPLIANCE ARE SUBJECT TO ANY CORRECTIONS REVIE REQUIRE b BY FIELD INSPECTORS THAT MAY BE ECESSARY IN ORDER TO DATE COMPLN WITH ALL APPLICABLE CODES. PLANS AND P RMIT MUST BE KE JOB SITE OR NO IN5PECTI.QN(5) W E MADE James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-031L07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1).Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Ruck Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04 1. Statement letter of code conformance to the 5h edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Oo4 V/7,0107 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022' E-1 Approval Date: May 4, 2017 WALL .4 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration te05/01/2022 *A WALL. LENGT SEE Stud Spacing at 16" O.C. bETAILA Bel- I l I _r_ T,_ , _ __ l —_ .,,� • ...,_ !2K�5/8" thick l 6 ply APA rated pVmwd sheathing in t+� i �. "'t•• amodence with Florida Building Code Seddon l r 23223 Water-msistive l7 banierper Flodda i sat s� Building Code A�?r ,�.�i �� Section 1404.2 TX 4� S-P-F Wood studs 31W Minimum Edge Distan Bails at 16" 0.0, (iyp.) AFL A Sheathing fastener, as described in Note 1 Panel fastener, as described in Note. 2 HardiePanel, Gempanel, Prevail Panel Siding /Water -resistive barrier per - Florida Building Code Section 1404.2 5/$" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code, PRMUcr M—CRIPTloN HardiePaneW, Cempanel(D. & Prevai10 Panel Siding materials are nonasbestos fiber -cement products tested In accordanm with ASTM C1186 Grade 11, Type A and, meeting the requirements ofthe Florida Building Code. PAl'd �DIMFN�S�QL.S Width Length Thickness 4 8,9,10? 5/16" M"ld PRI:M-R[ ATLNCt Installation Design Pressure Wood Studs 76 psf °S Impact Resistant - HardiePanel, ,EC�IQ I�B-8 Cempanel, Planks installed over 6/8" thick / 5 ply Pre%=1 Panel APA rated plywood sheathing Siding BIF,��T4 0>=MpANIL PR - All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable secffons of the Florida Building Code. " Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer orArchitect per the Florida Building Code and the requirements of this N.OA (Note 13 518 thickly ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.& • The siding panels shall be installed over 5/8" thick ! 5 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 16" O.C. • [Mote 2] The siding panel fastener shall be a 2" long, 0=' head diameter, 0.t392" shank diameter, corrosion resistant siding nall; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" 4.C. • Fasteners shall have a minimum edge distance of $18" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPAN€l,, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9=7 A I I I PNL-PL.l4--SOFF Creator; E. Gonzales Iscai.e 1/2" m 1'-0" I Date:412412013 IMEM 1 OF 12 Fastener Spacing per Florida Sulding Code.Section 2322.3� i� PRWUCC o=mall* vnih ftfiwW 0411min$ oaft AempMW No %12 W-V .ow hftwdVWi-N"Wf CC.06* L ` Fastener Spacing per Florida Building Code Section 2322.3 • ,PRODUCrREWSM PRODUCT RENEWED as complying with the Florida /4'l�7 Building Code _ Noa-No. 17-0406.06 - Sy f Expiration e0510112022 Miami ProdaaCenbni By ;-�� Q ■ . NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED -o STA 10NA Cladding "I Framing Sheathing WITH 3-11Z 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) It THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMINAL 5/8" THICK I 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA SUILDNG CODE SECTION 2322.3 (91 cLt,Apn�NG • THE PANEL IS FASTENED WITH T LONG, 0.223" HEAD DIAMETER, 0.092•` SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS I --- "� HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ino, 10901 Eim Avenue Fontana, CA 92337 Fax 909-427-0634 A PNL-PLK�-SOFF Creator: IY Gonzales • ;Le V = T-0" pate: Q4/2013 sHRT 2 OF 12 6.001n. 16.001n. Cladding . Framing 6.001n. A- , PRODUCT RENEWED PItoDwr REVISED � via" as as complying with the Florida Building Code AouawNO S t p'ta ms+ ? i1Neltf�i, NOA-No. 17-0406.06 E iration 05/01/2022 t AcaMo 137 O1 7 �fi+lr AW i , BY— Mianii-VAdf Product Control .iPtcduott \ .A`� �� • :, _ �aF- •....._... �1 �ss10 s NOMINAL20 GAUGE 3-5/8"X 1-60STEELSTUDS 16" O.C. FASTENED WITH 5/8" WAt=ER HEAD SCREWS (2 PER TOp FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C .ADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO, 8-18, 0.315" HEAD INSTALLATION DETAILS METAL -STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADSPENETRATING THE METAL FRAMING), PLACE James Hardie Building Producfs, Inc SCREWS 5' O.C. AT PANEL EDGES AND INTERMEDIATE 10961 Elm Avenue STUDS ® Fontana, CA 92337 Phone: 909-356-6300 size AGM No DW3 No RE Fax 909•42T-0634 ' A PNL-PLK-SOFF 1 Cret itor. E. Gonzales sCAa 1" _ ;(r-0" Date: 4/24/2013 SHEET 12 0512 WALL i.ENGTH Stud Spacing at IS!, O.C. SEE Hardie3offitO & Cemsoffi* materials g� DETAILA are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade11 i t .t. I•� � i.i !' � � , '1'ypeA and meeting the requirements of the Florida Building i ;PRODUCT RENEWED ~ Code. 1 :as complying with the Florida , t t.; Building Code 20ga, 35/8" X 1-5/8" �+�`-Q-0EN5i4M$ LL i i 1 NOA-No. 17-0406.06 . it;GH 1 1'I ' ii i t tvtetalGstud Width Length Thickness i i I Expiratio�DaOS/011/2022 HardieSoffit,BY i� CernsoifltiMiam(-D t Control Installation Design Pressure Metal Studs -55f - -�•-�y- i? - ?-- � Ml ..,Li.•. _ _..ii•. -.;.:. __-------�--- - SEC -PION B�- PRRODUCllto -�jf Jae- T REViSM • s Nails at 6" O.C. Ptit9DtlCi SEVVIW ��1 (tYP•) nseorngrlyiggwiWWeFlaet� 3/8" Minimum Edge iistance °'a'`oy*`"`d'd"`� suildrtegCadc 1i(0 AM0000 Not, 1r,pilaw tati SrATEOF PondrdCamaal ' /9de�> tCcada2 _'`��; 01 BARA_()15_O_F�CEMSQEF_CT_P�iJE.ltiLljlSTAIiOI+�DET9�t. 4ALN * All installation shall be done in conformance with this Notice of Acceptance!Mt1Y 'ufaeturer's installation recommendations, and the applicable sections of the Florlda Building Code. t fastener, as m Metal studs where HardieSoffit; Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.OAA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1.5/8" Metal C.studs spaced HardieSoffit Cemsoffit a maximum of 16" O.C. a [Mote 13 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114".long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal - framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven Into metal studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. i t i 209a, 3-5/8" 4 1-5/8" Metal C-stud iThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code,