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Home My WebLink AboutNOA - SIDINGP COUNTY RECEIVED Nov 2`0 2018 Permit"' oePartment St, Lucle County / (W- 0YJ7 MIAMI DADS 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Nichiha USA, Inc. .6465 E. Johns Crossing Johns Creek, GA 30097 SCANNED BY St Lucie County 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: NichiProducts"m Fiber -Cement Siding APPROVAL DOCUMENT: Drawing No. ITS N1090403, titled "NichiBoard", sheets 1 and 2 of 2 and Drawing No. ITS N2090403, titled "NichiPanel", sheets 1 and 2 of 2, both dated 10/05/2018, prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product ControFSection: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-1102.14 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.18-0815.06 MIAM!•DADE COUNTY Expiration Date: July 22, 2019 1a�rE� Approval Date: October 18, 2018 it 111 Page 1 F>ILE COPY Nichiha USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted under previous NOA'S A. DRAWINGS "Submitted under NOA # 15-1102.14" 1. Drawing No. ITS N1090403, titled "NichiBoard", sheets 1 and 2 of 2 and Drawing No. ITS N2090403, titled "NichiPanel", sheets 1 and 2 of 2, both dated 03/16/2009, prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E. on 10/13/2015. B. TESTS "Submitted underNOA # 09-0511.01" -1. Test reports on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of NichiProducts Fiber -Cement Panels, prepared by Intertek Testing Services NA LTD, Report No. 3145127COQ-004A, dated 08/07/08, signed and sealed by Rick Curkeet-P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of NichiBoards and EcoPlanks, prepared by Intertek Testing Services NA LTD, Report No. 3145127COQ-004B, dated 10/24/08, signed and sealed by Rick Curkeet, P.E. 3. Test report on Standard Specification for Flat Non -Asbestos Fiber -Cement Sheets of NichiProducts Fiber -Cement Panels, per ASTM C 1186-07, prepared by Intertek Testing Services NA LTD, Report No. 3145123COQ-005, dated 05/20/08, with a revision dated 02/02/09, signed and sealed by Rick Curkeet, P.E. 4. Test report on Surface Burning Characteristics of NichiPanel Fiber -Cement Panels, per ASTM E84-08, prepared by Intertek Testing Services NA LTD, Report No. 3145123COQ-006, dated 06/25/08, with a revision dated 04/03/09, signed and sealed by Rick Curkeet, P.E. 5. Test report on Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C of Nichiiha. M series unprimed cementitious, per ASTM E136-99, prepared by Intertek Testing Services NA LTD, Report No. 3105885COQ-002, dated 10/26/06, with a revision dated 03/30/09, signed and sealed by Rick Curkeet, P.E. C. CALCULATIONS "Submitted under NOA # 14-0715.03" 1. Anchor calculations prepared by Progressive Engineering, Inc., dated 10/22/2014, signed and sealed by Carl D. Fussner, P.E. "Submitted under NOA # 09-051 L 01 " 2. Anchor analyses prepared by Category 5 Engineering Services, Inc., dated 04/03/2009, signed and sealed by Emma T. Mellinger, P.E. J/tII�Zz6L� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0815.06 Expiration Date: July 22, 2019 Approval Date: October 18, 2018 E-1 l I Nichiha USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-1102.14" 1. Drawing No. ITS N1090403 and ITS N2090403 statements of code conformance to the 51' edition (2014) FBC issued by Nichiha USA, Inc, dated 03/16/2009, signed and sealed by Carl D. Fussner, P.E. on 10/13/2015. 2. Statement letter of no financial interest issued by Progressive Engineering, Inc., dated 10/13/2015, signed and sealed by Carl D. Fussner, P.E. 2. New evidence submitted A. DRAWINGS 1. Drawing No. ITS N1090403, titled "NichiBoard", sheets 1 and 2 of 2 and Drawing No. ITS N2090403, titled "NichiPanel", sheets 1 and 2 of 2, both dated 10/05/2018, prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6h edition (2017) FBC issued by PEI Engineering Services, Inc, dated 02/22/2018, signed and sealed by Carl D. Fussner, P.E. !D fiv 1E3 Carlos M. Utrera, P.E. Product Control Examiner NOA No.18-0815.06 Expiration Date: July 22, 2019 Approval Date: October 18, 2018 E-2 B. otc S 518" o/c S (T 12" Pa 14 12" Panels Shown 5114" Panels Shown t vl�l u��u�lo��v�i.v��■v��1-1 ax • OI�1 /1 OI�1 �0a00 A �svv�c�v��a�aa�1�1-_I nNI IMN �v�r�A�vv ��,IOI�1 �101�l v��.a��v�■a�v��A�s�a��A 11110111110111111 �v�o�non a��v�vou��IOi-1 1111110111111 ®�,�aa�aa_aov _ v�vA�>_■v��v� saonov �101�l I■�s�Aovov l�l�l�l 11�1�1�1 �I�101�l �Aa�vov■�o�v awa��a��1�101�1 �AaA�av>sa_a �I�IOi�1 aOa �OAs>_.p��a0A0 s�naA��noa �1�101�1 1111011111111=!OOOaOA �o�a�l�von��v I�IOI�1 elHelght ' a�vA.vl/�I�101�l il�l�101�i ■ve�voA■�.v��❑ II�I�IOI�I .:.. NMI��.� i PRODUCT REVISED as complying with the Florida Building Code NOA—No. 18-0815.06 Expiration Date 07/22/2019 By Miami—Dafft Product Control " o/c Spacing (Typ.) 54" Panel Height (TYp•) 14, Overlap (TYp•) DESCRIPTION and SPECIFICATION NichiBoard lap siding material is a non -asbestos fiber cement product tested in accordance with ASTM C-1185 & ASTM C-1186 Type A meeting the requirements of the Florida Building Code (HVHZ). Boards are available in a variety of widths within the maximum and minimum dimensions specified below. Plank Dimensions Width i-ertgth Thickness 5y" Min. 12' %s 12" Max 12' Vie" Design Pressure Rating -125 psf LIMITATIONS 1. All installation shall be done in accordance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code including High Velocity Hurricane Zone where Required. 2. Wood studs and plywood sheathing supporting NichiBoard and EcoPlank siding shall conform to the Florida Building Code (including the HVHZ where required), and the requirements of this Notice of Acceptance (See Note Sheet 2). 3. Siding Installed as specified herein shall be classified as urge Missile Impact Resistant. o��t!tttI I FUS°O°, S'4, �r i • No 71907 • • s SIU OCT 0 5 2018=..11I OF -'�` p O R , .. *,a`�.. e S '! . �'0�i /0NAo el;0%` _ - NICHIBOARD-SIDING INSTALLATION • The boards shall be applied horizontally commencing from the bottom course of the wall. • Each successive course shall overlap the prior course by 1 • Any vertical joints shall be over framing members, with fasteners either side of the joint. • The planks shall be installed over %" APA rated exterior -grade plywood (SG = 0.50 min.) supported by 2" x 4" minimum wood Wchieoerd Siding studs spaced a maximum of 16" o.c. Weather-Resisant Barrier . The siding shall be fastened through over -lapping planks with 8d x 2V Common Nall @ 8d x 2 y" long common nails over wood studs. 5 Ye o/c vertically, 6- o/a Horizontally. Y" Min., a A row of fasteners shall be placed In the overlap of each 2" Max. Edge Distance. course, spaced 8" o/c in the horizontal direction. Successive rows of fasteners shall be spaced not more than 5 %" o/c. (boards greater than 6 %" In width shall require an %" Plywood Sheathing additional row of fasteners In the center of the plank). Fastened to Studs per Florida Building Code a A distance of between %' and 2" from the edges shall always be observed. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18.0815.06 Expiration Date By Mlaml-Dadb Product Control PLYWOOD SHEATHING NOTE Fiber -Cement Lap Siding is designed to be Installed filBoaNlchiBoard )atherrd Siding father-Resisant Barrier to plywood sheathing. Such plywood shall be %" (5-ply) ed x 2 �" Common Had Q nNa minimum, APA rated sheathing, Structural 1 grade, with a 5 !" o/c vertically, 8" o% specified specific gravity of 0.50 or greater (e.g. Douglas Horizontally. % Min., Fir -Larch or Southern Pine). Use of other grade plywood shall 2" Max. Edge Distance, require a site -specific fastener design for the siding attachment, signed and sealed by a Florida Registered Professional Engineer. "lywood Sheathing lead it Studs per Such plywood g pp y g Ida Building Code p Yw d sheathing shall be supported b framing consisting of 2" x 4" minimum wood studs, or 2" x 6" 18ga metal studs, each at 16" o/c. Plywood shall be attached to the framing studs In accordance with the Florida Building Code (High Velocity Hurricane Zone). OCT 0 5 2018 Spot Pt +J GPQ•••�G No 71907 t '�. STATE OF j'--Iii,V0 N�11-� �e 2" x Stu @16"o (TYp•) 6" Max. c/o Spaci (TYp.) 6" Max. d/c Spacing (TYp•) �48" Panel Width 1 48" Panel Width Is 'c . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ig . . rn a a M EL . if g D ESCRIP_TION-and-SPECIFICATION NlchiPanel siding material is a non -asbestos fiber cement product tested in accordance with ASTM'C-1185 & ASTM CA 186 Type A meeting the requirements of the Florida Building Code (HVHZ). Panels are available in four -foot widths within the maximum and minimum dimensions specified below. Plank Dimensions Width Length Thickness 48" 8' 48" 10, 48" 12' Design Pressure Rating -104 psf LIMITATIONS 1. All Installation shall be done in accordance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code including High Velocity Hurricane Zone where Required. 2. Wood studs and plywood sheathing supporting NichlPanel siding shall conform to the Florida Building Code (including the HVHZ where required), and the requirements of this Notice of Acceptance (See Note Sheet 2). 3. Siding Installed as specified herein shall be classified as Large Missile Impact Resistant PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 18-0815.06 4��0 FVS �10 Expiration O e 07122I2019 � Q�� : E 111 �� Mlaml- a e Product Control : i No 71907 OCT 0 5 2010 tP : STATE OF IafVp+��E�o�� NICHIPANEL SIDING INSTALLATION • The panels shall be applied vertically, avoiding horizontal Joints • The panels shall be installed over 5/"APA rated exterior -grade plywood (SG = 0.50 min.) supported by 2"x4" minimum wood studs spaced a maximum of 16" o.c. • Fasteners shall be placed at 6" o/c in the vertical direction and 6"o/c in the horizontal direction. • A distance of between Y' and 3" from the edges shall always be observed. PLYWOOD SHEATHING NOTE NlchiPanel Fiber -Cement Siding is designed to be installed to Siding plywood sheathing. Such plywood shall be %" (5-ply) minimum, stunt harder APA rated sheathing, Structural 1 grade, with a specified :ommon Nall Q specific gravity of 0.50 or greater (e.g. Douglas Fir -Larch or rtically, a" a/c Southern Pine). Use of other grade plywood shall require a AY- Y4" Min., ?dge Distance. site -specific fastener design for the siding attachment, signed and sealed by a Florida Registered Professional Engineer. i Sheathing i Studs per ding Code Such plywood sheathing shall be supported by framing consisting of 2" x 4" minimum wood studs, or 2" x 6" 18ga metal studs, each at 16" o/c. Plywood shall be attached to the framing studs in accordance with the Florida Building Code (High Velocity Hurricane Zone). `,`ttotftliil/r�I��r GP¢•ti�G E N S•�F,sj'. PRODUCT REVISED as complying with the Florida NO 71907 Building Code' •S �^ -• NOarNo. 18-0815.06 Expiration Date 07/22/2019 -:0 0CT 0 20teBY N 4 OR STATE OF • ��,. Miami -Dade Product Control �� S• ''••••••'' %s/ONA ��c?�t }