Laserfiche WebLink
I I I 1 1' 1 1 11 <br />I I I 01i --•-- <br />MIAMDADE MIAMI-DADE COUNTY, FLORIDA <br />METRO-DADE FLAGLER BUILDING <br />BUILDING CODE, COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 <br />PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 <br />(305) 375-2901 FAX (305) 375-2908 <br />NOTICE OF ACCEPTANCE (NOA) <br />James Hardie Building Product, Inc. <br />10901 Elm Avenue <br />Fontana, CA 92337 <br />SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction <br />materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and <br />accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where <br />allowed by the Authority Having Jurisdiction (AHJ). <br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control <br />Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to <br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in <br />the accepted manner, the manufacturer will incur the expense of such testing and the AHD may immediately <br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right <br />to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or <br />material fails to meet the requirements of the applicable building code. <br />This product is approved as described herein, and has been designed to comply with the Florida Building Code <br />including the High Velocity Hurricane Zone. <br />DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffiitt <br />APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & <br />Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no <br />revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami -Dade County <br />Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade <br />County Product Control Division. <br />MISSILE IMPACT RATING: Large and Small Missile Impact <br />LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and <br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, <br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no <br />change in the applicable building code negatively affecting the performance of this product. <br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the <br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any <br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply <br />with any section of this NOA shall be cause for termination and removal of NOA. <br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by <br />the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall <br />be done in its entirety. <br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors <br />and shall be available for inspection at the job site at the request of the Building Official. <br />This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document <br />mentioned above. <br />The submitted documentation was reviewed by Carlos M. Utrera, P.E. <br />NOA No 07-0418.04 <br />Expiration Date: May 01, 2012 <br />Approval Date: May 31, 2007 <br />kj- Page I <br />WALL <br />HEIGHT <br />.Tames Hardie Building Products, Inc. <br />NOTICE OF ACCEPTANCE: EVIDENCE PAGE <br />A DRAWING (submitted under NOA No. 02.0729.02) <br />1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & <br />Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", <br />drawing No HPNL-8X, HPLK4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, <br />signed and sealed by R. L. Ogana, PE. <br />B TEST (submitted under NOA No. 02-0729.02) <br />Laboratory Report Test Date Signature <br />1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. <br />2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. <br />3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. <br />C QUALITY ASSURANCE <br />1. Building Code Compliance Office. <br />D MATERIAL. CERTIFICATION (submitted under NOA No. 02-0729.02) <br />1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 <br />signed by D. K. Tucker, PE. <br />2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01/93, <br />with no signature. <br />E STATEMENT (submitted under NOA No. 02-0729.02) <br />1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, <br />signed and by J. L Mulder. <br />2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron <br />on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on <br />04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to <br />the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on <br />04/18/02. <br />E OTHERS <br />1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, <br />signed and sealed by Chad Diercks, Technical Services Manger. <br />2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, <br />2007, signed and sealed by Ronald 1. Ogawa, P.E. <br />oi�;o <br />Carlos M. Utrera, P.E. <br />roduct Control Examiner <br />NOA No 07-0418.04 <br />Expiration Date: May 01, 2012 <br />Approval Date: May 31, 2007 <br />E-1 <br />WALL LENGTH <br />B <br />II II I II II I <br />II <br />II II If II <br />II <br />11 <br />II <br />II <br />II <br />I II <br />II II <br />I <br />II <br />it <br />II II II II <br />B STUDS 16" ❑,C, ' <br />DETf <br />HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS <br />The planks are applied horizontally commencing from the bottom <br />course of a wall with 1 1/4' wide laps at top of the plank, The <br />optional PVC cover molding 1 5/8' wide Is applied to the bottom <br />plate under the bottom plank course. The vertical joints must <br />be over framing members, Optional PVC butt joints inserts are <br />used for on -stud ,Jointing. The planks are to be installed over <br />5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4" <br />wood studs or 20 go., x 3 5/8' x 1 3/8' steel studs spaced a STUDS (METAL <br />maximum of 16' o,c, The siding shall be fastened through over OR WOOD) <br />tapping planks with 8d x 2 1/2' ton_galvanized box nails over <br />Wood studs or with #8 x 2 1/4' long x 0,317 corrosion resistance <br />H.D, ribbed bugle screws over steel studs, The fasteners shall be <br />placed In the over -lapping area 58' o,c, vertically and 16' o-.c. <br />horizontaLty Into the studs through the 5/8' plywood sheathing, <br />distance of 3/4' from the edges shall always be observed. <br />5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN <br />ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF <br />NAILS OR SCREWS AS UNDERLINED ABOVE, <br />DETAIL A <br />DESCRIPTI❑N <br />Hardiplank & Cemptank siding material is a non <br />asbestos fiber cement product tested <br />In accordance with ASTM C-1185 and <br />?' <br />meeting the requirements of the�� <br />Florida Building Code. <br />PLANK DIMENSI❑NS <br />Width Length Thickness <br />59 1/2' 12 & 14' 5/16' <br />DESIGN PRESSURE RATING1' <br />Installation Design Pressure' <br />Wood frame -92 PSF <br />Metal frame -92 PSF i <br />NOTES <br />1) ALL INSTALLATI❑N SHALL BE DONE <br />IN CONFORMANCE <br />WITH THIS N❑TICE OF ACCEPTANCE, THE MANUFACTURER'S <br />INSTALLATI❑N REC❑MMENDATIONS, AND <br />THE APPLICABLE <br />SECTIONS OF THE FLORIDA BUILDING CODE, <br />2) STUDS OF METAL OR WOOD WHERE <br />HARDIPLANK & <br />CEMPLANK WILL BE INSTALLED SHALL <br />BE DESIGNED BY <br />AN ENGINEER OR ARCHITECT PER THE <br />F,B,C, AND THE <br />REQUIREMENTS OF THIS N.O.A. <br />SECTION B—B <br />moourr itmm Ltp <br />iS C, .»Mn?, ;rr V41h the FJWW <br />fir.• a 8•�¢ <br />5/8' PLYWOOD E,s,s� =-3' __ t2 <br />SHEATHING By <br />WATERPRO❑FING a • n roddTecTT�trdl <br />PER 2141.6.2.1 <br />OF F.B,C. <br />r o2-072 .02 <br />iv16T16�t 'fl11/11�T'R t'>tittTif <br />Division <br />JADES HARDIE <br />NAIL OR H BEEWCH& EVEOIUEMTCUM- USA <br />SCREW <br />This draWing and the copyright therein are the <br />property of the above company and accordingly <br />RDIPLANK the drawing must not be copied or reproduced <br />C E M P L A N K In any material form Whatsoever, <br />SIDING TRE` HARDIPLANKO & CEMPLANK® <br />INSTALLATION DETAILS <br />10901 ELM AVENUE <br />FONTANA, CA 92337 <br />909-356-6300 <br />FAX, 909-427-0634 <br />ATE` 04/02/2004 <br />Rc HPLK-4X8 <br />HEE7 No.: 2/3 <br />Carr: NTS <br />RA �' C DIERCKS <br />WALL LENGTH <br />1B <br />WALL <br />II II II II II <br />i II I II II II II <br />II II II II II i <br />II II II II it <br />HEIGHT I II II II II II <br />II II II II I <br />I I I II II II <br />I II I II II it II <br />i II II II II II <br />--�——---___tL--IL--_JL-- <br />HARDIPANEL & CEMPANEL SIDING INSTALLATION DETAILS <br />The panels are applied vertically, avoiding horizontal joints, <br />over 5/8' (5 ply) APA rated plywood supported by a minimum <br />of 2'x4' wood studs or 20 ga. x 3 5/6' x 1 3/8' steel studs <br />spaced a maximum of 16' o,c, When Installed on wood studs <br />panels shall be fastened With 6d x 2' tong galvanized box <br />naitsl on steel studs It shall be fastened with #8 x 1 5/8' x <br />0.315' corrosion resistance H,D. ribbed buQQle screws, The <br />fasteners shall be placed @ 6' o,c, around the perimeter of <br />the panel and Intermediate studs, driven through e p yWood <br />sheathing into the suds, All joints shall be over studs, Nails <br />and screws shall have a minimum edge distance of 3/8' and <br />a minimum clearance of 2' from the corners, <br />5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN <br />ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF <br />NAILS OR SCREWS AS UNDERLINED ABOVE. <br />0 <br />STUDS 16' ❑.C. ' <br />DETAIL A <br />STUDS (METAL <br />OR WOOD) - <br />SOFFIT LENTTH <br />TRUSSES 16' O.C. <br />HARDISOFFIT & CEMS❑FFIT PANEL INSTALLATI❑N DETAILS <br />The soffit panels are to be installed over minimum 2'x4' wood <br />joists or 20 ga, x 3 5/8' x 1 3/8' steel Joists spaced a maximum <br />of 16' o,c, When Installed on Wood joists Hardisoffit shalt be <br />fastened with 6d x 2' long galvanized box nailsi on steel <br />studs It shall be fastened with #8 x 1 1/4' x 0,315' corrosion <br />resistance H:D, ribbed bugle screws, The fasteners shall be <br />placed 4' o,c around the perimeter of the panet and <br />Intermediate studs. Nails and screws shall have a minimum edge <br />distance of 3/8' and a minimum clearance of 2' from corners. <br />DETAIL A <br />TRUSSES (METAL <br />OR WOOD) <br />DETAIL A <br />DESCRIPTION <br />Hardipanel & Cempanel siding Material is a non = �' <br />asbestos fiber cement product tested <br />In accordance With ASTM C-1185 and ' <br />Meeting the requirements of the <br />Florida Building Code. <br />PANEL DIMENSIONS <br />Width Length Thickness <br />48, 8,9,10' 5/16' <br />DESIGN PRESSURE RATING " <br />Installation Design Pressure <br />Wood frame -76 PSF <br />Metal frame -104 PSF', <br />NOTES <br />1) ALL INSTALLATI❑N SHALL BE DONE IN CONFORMANCE <br />WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S <br />INSTALLATION RECOMMENDATI❑NS, AND THE APPLICABLE <br />SECTI❑NS OF THE FLORIDA BUILDING CODE. <br />2) STUDS OF METAL OR WOOD WHERE HARDIPANEL & <br />CEMPANEL WILL BE INSTALLED SHALL BE DESIGNED BY <br />AN ENGINEER OR ARCHITECT PER THE F,B,C, AND THE <br />REQUIREMENTS OF THIS N,❑,A, <br />SECTI❑N B—B <br />FR0mt ,7 r.glvcW-,6, <br />It3 re• - ^ ' c!$ The n!?rW9 <br />B✓_ -Q <br />FASTENER vz. i. = T:et Control <br />MAUL <br />HARDIPANEL & CEMPANEL <br />SIDING <br />WATERPROOFING <br />PER 2131.6.2.1 <br />❑F F,B,C, <br />5/8' PLYWOOD <br />SHEATHING <br />HARDIS❑FFIT J� <br />& CEMSOFFIT <br />PANEL <br />FASTENER <br />DETAIL A <br />SECTION B—B <br />09 <br />icy taint <br />Division <br />DESCRIPTION <br />Hardisoffit & Cemsoffit panels material Is a non <br />asbestos fiber cement product tested <br />In accordance with ASTM C-1185 and <br />meeting the requirements of the F <br />Florida Building Code, �, r <br />SOFFIT DIMENSIONS <br />Width Length Thickness <br />,548' 8,9,10' 1/4' & 5/16' <br />DESIGN PRESSURE RATING <br />Installation Design Pressure <br />Wood frame t 53 PSF <br />Metal frame t 53 PSF <br />NOTES <br />1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE <br />WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S <br />INSTALLATION REC❑MMENDATIONS, AND THE APPLICABLE <br />SECTIONS OF THE FLORIDA BUILDING CODE, <br />2) TRUSS OF <br />METAL OR WOOD WHERE <br />HARDISOFFIT <br />& CEMSOFFIT WILL BE <br />INSTALLED SHALL <br />BE DESIGNED BY AN <br />ENGINEER OR <br />ARCHITECT PER THE <br />F,B,C, AND THE <br />REQUIREMENTS OF THIS <br />N,❑,A. <br />PRODUCT RFN ru <br />y+ a r.-pair with the Fled& <br />E%(!i111iiU t iC_ 2 <br />By <br />Mid Ode Produet Cantrut <br />Oivis a <br />1 <br />0 <br />CTICTIO <br />L.0 L0 O <br />> <br />0 <br />0,0,,o <br />co') <br />I\ <br />� <br />I'll-Iq <br />C tJ <br />O `~ <br />Om <br />s <br />C <br />-E <br />C <br />U� <br />Q_ <br />_ <br />O <br />N 00 <br />C CV <br />Oo� <br />(1) <br />U <br />} <br />C __ <br />O <br />O-p <br />U <br />L <br />— <br />L <br />0 <br />L0 0 � <br />© copyright t= <br />revisions: <br />0 <br />A <br />drawn: <br />checked: <br />date: <br />prof. no: <br />O <br />cN <br />(D <br />U <br />C <br />v <br />O <br />C7 <br />s <br />N <br />C <br />0 <br />CL <br />E <br />a� <br />V <br />N <br />C <br />0 <br />CL <br />a <br />s <br />V <br />C <br />a <br />Q <br />E <br />N <br />U <br />V <br />C <br />a <br />Q <br />CV t3 <br />_ <br />to <br />CO <br />M O <br />° 00 <br />N _0 r- <br />- 1 <br />O <br />s O <br />.p C <br />1.O N O <br />sc/d m/at <br />rd <br />3-21-08 <br />P07-15B <br />F'Tl 1 <br />