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Home My WebLink AboutNOARECEIVED MIAM[-DADS a 11YiAMI-DADECOUNTY ®J U L 3 O ZO 18 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECON 11 C �,S M)ting Miami, Florida 33175 2474 BOARD AND CODE ADMOMTRATION DIVISI T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) aiamidade eovlccunomy Nichiha USA, Inc. 6465 E. Johns Grassing FILE COPY Johns Creek, GA 30097 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 AHD 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'rM 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 03/16/2009, prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E. on 10113/2015, bearing the Miami Dade County Product Control revision 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: 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 # 14-0715.03 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.15-1102.14 MIAMMAdE COWITYM Expiration Date: July 22, 2019 Approval Date: February 18, 2016 ��I►�?Alb Page 1 Nichiha USA, Inc. NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1.. Drawing No. ITS N1090403, titled "Nichi.Board", sheets-1 and 2 of 2 and Drawing No. ITS N20904035 titled "NichiPanel", sheets 1 and 2 of 2, both dated 03/16/2009, prepared by Niclift USA, Inc, signed and sealed by Carl D. Fussner, P.E. on 10/13/2015.. B. TESTS "Submitted under NOA # 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 08107/08, signed and sealed by Rick Curkeet, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS .202-94 C 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 C1186-07, prepared by Intertek j Testing Services NA LTD, Report No. 3145123COQ-005, dated 05/20/08, with a revision dated 02/02109, 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 7500C of Nichiha M series unprimed cementitious, per ASTM E136-99, prepared by Intertek Testing Services NA LTD, Report No. 3105885COQ-002, dated ! 10/20/06, with a revision dated 03/30/09, signed and sealed by Rick Curkeet, P.E. oz�li��1G Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-1102.14 Expiration Date: July 22, 2019 Approval Date: February 18, 2016 E-1 i Nichiha USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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 underNOA # 09-051L01" 2. Anchor analyses prepared by Category 5 Engineering Services, Inc., dated 04/03/2009, signed and sealed by Emma T. Mellinger, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 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 10/13/2615. 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. o2�ii �yp16 . Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-1102.14 Expiration Date: July 22, 2019 Approval Date: February 18, 2016 E2 53" o/c S I? 12" Panels Shown / 51/4" Panels Shown �Iw>wo� u �oiuw�.��u�r r.o.�ac�i�rwo■v W wrv��1�1 U 4 U�0•�U�C D��•O J•�O��U��P _ - ❑��n•� ��c.wro+waoovoo •v��n�s.v��v��v a rlr1��1�i O�O�U��.00■0dU v v �Q� ❑ u.�a� v �.. v.�c�� ITS N1080409 �� ' o�March 16, 2000 o/c �.�,�ySpacing . (T yp-) 4" Panel Height (Typ') i" Overlap (TYp•) Fiber Cement Siding DESCRIPTION and SPECIFICATION NichiBoard lap siding material is a non -asbestos fiber cement product tested In accordance with ASTM C-1185 & ASTM G1186 Type A meeting the requirements of the 2014 Florida Building Code (HVHZ). Boards are available in a variety of widths within the maximum and minimum dimensions specified below. I Plank Dimensions Width Len h Thickness 5 XW Min, 12' 5/l6" 12" Max. 12' T Y6" . Deslgn Pressure Ratina •126 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 2014 Florida Building Code including High Velocity Hurricane Zone where Required. 2. Wood studs and plywood sheathing supporting NlchiBoard and EcoPlank siding shall conform to the 2014 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 l?ftrtewa*an No 71907 , Il�� • $ r �^p 0. STATE OF : QJ 6486 E. Johns Crossing. Johns Creek, GA; 3=7 F1 COA 27447 chiBoard Siding ather•Resisont Harrier ed x 2 W Common Nall @ 5 %, o/o Verucaily. 9" o% Horizontally. V4" Min., 2" Max. Edge Distance. 2,lywood Sheathing toned to Studs per 2014 ida Building Code ,hlBoard Siding )ether6Restsent Banter Bd x 2 V Common Nell Q 5 %" c/o Vertically, a- o/c Horizontally. V4" Min., 2" Max. Edge Distance. Plywood Sheathing toned to Studs per 2014 NICHIBOARD SIDING INSTALLATION • The boards shall be applied horizontally commencing from the bottom course of the wail. • Each successive course shall overlap the prior course by 1 Y4% • Any vertical joints shall be over framing members, with fasteners either side of the joint. • The planks shall be installed over V8" APA rated exterior -grade plywood (SG - 0.50 min.) supported by 2" x 4" minimum wood studs spaced a maximum of IS" O.G. • The siding shall be fastened through over -lapping planks with Sd x 2 Ya" long common nails over wood studs. • A row of fasteners shall be placed in the overlap of each course, spaced S" o!c in the horizontal direction. • Successlve rows of fasteners shall be spaced not more than 5 %" o/c. (boards greater than 6 %" in width shall require an additional row of fasteners'in the center of the plank). • A distance of between %4" and 2" from the edges shall always be observed. PLYWOOD SHEATHING NOTE NichlSoard Fiber -Cement Lap Siding is designed to be installed to plywood sheathing. Such plywood shall be %" (5-ply) minimum, APA rated sheathing, Structural 1 grade, with a Specified specific gravity of 0.50 or greater (e.g. Douglas Fir -Larch or Southern Pine). Use of other grade plywood shall require a site -specific fastener design for the siding attachment, signed and sealed by a Florida Registered Professional Engineer. 2" X Stud @ 16" of (TYP•) 6" Max. o% Spacir (TYP-) 6" Max. ofc Spacing MP.) 48"`Panel .-Width �48"Panel Width � C Ig . . . . . . . . . . . c a 7. . . . . . . . . .. .' . . . . . . . . . ITS N2MO3 DESCRIPTION and SPECiFICA71ON NichiPanel siding material is a non -asbestos fiber cement product tested in accordance with ASTM C•1185 & ASTM CA 188 Type A meeting the requirements of the 2014 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" 81 S" 48" 10, 6�ia" 48" 12' Y16" Design Pressure Rating .104 psi 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 2014 Florida Building Code Including High Velocity Hurricane Zone where Required, 2. Wood studs and plywood sheathing supporting NichiPenel siding shall conform to the 2014 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 shalI4111ltsy,1#4, classified as Large Missile impact Resistant. �� . .••��•�.��/ ,�I % , a ift y No 71907 Ha�Goie � . • •• � -r o2. � •* � a STATE OF 40 ~Wwr raw" dro X, e Fiber Cement Siding I 6465 E Johns Crossing, Johns Creek, GA. 3DO27 Mm'h 16, 2909 r 1 COA 2r447 NICHIPANEL SIDING INSTALLATION The panels shall be applied vertically, avoiding horizor joints. The panels shall be installed over %" APA rated exterior -grade plywood (SG = 0.60 min.) supported by 2"x4" minimum wood studs spaced a maximum of 16" Fasteners shall be placed at 6" o/c in the vertical direr and 6"o/c In the horizontal direction. A distance of between %4' always be observed. iehiPanel Siding eather-Resisanti3arrler PLYWOOD SHEATHING NOTE 6d x 2" Common Nail @ NichiPanei Fiber -Cement Siding is designed to be installed to 6" ok vertically, a" o/c Horizontally. V" Min., plywood sheathing. Such plywood shall be %" (5-ply) minimum, 3" Max, Edge Distance. APA rated sheathing, Structural 1 grade, with a specified specific gravity of 0.50 or greater (e.g. Douglas Fir -Larch or "Plywood sheathing istened to Studs per 2014 Southern Pine); Use of other grade plywood shall require a oride Building Code site -specific fastener design for the siding attachment, signed and sealed by, a Florida Registered Professional Engineer. 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