Loading...
HomeMy WebLinkAboutNOAr i MlAMI•DADE'FILE COPYMIMI-DDECO PRODUCT CONTROL SECTIONUNTY 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.eov/economy ST. LUCIE COUNTY ILDING WV ON James Hardie Building Product, Inc. REVIEWED FO MPLIANCE 10901 Elm Avenue REVIE D Y DATE Fontana, CA 92337 PLANS AID PERMIK MUST BE �KEP�JOB� SCOPE: SITE OR NO INSPECTION(S) WIL MADE This NOA is being issued under the applicable rules and regulations goveping t 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 (1n 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; 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 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 NED County Product Control Section. BY MISSILE IMPACT RATING: Large and Small Missile Impact Resistant St Lucie County 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 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 # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. ' T71AMhDADADE COUNTY O / THESE PANS AND ALL PROPOSED WORK �t Z��Zd 1� REQlS11R D BY IELTo D INSPECTORS I THAT MAY CODES. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 Page 1 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA 413-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Pagel; 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. 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 HardiePiank, 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 Rick 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 5 h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. k047/701'7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 as comps Building NOA-No. WALL LENGTH -— j SEE •Parcrie anal . C_empanel Stud Spacing at 1G' O.C. I tfardlePanel a Siding ate & DETAIL A prevaH®Panel Siding matarlals are tos __:_—� B� __ •, _..._—___--r rtr =-- .,"� =- •r T products 5/8" tide! 5 ply APA rated t sled In acc fiber-cement�AS•T.M r tested t txotdatxe pryw°°dsl'eatl"ng in the requirements ad11,Type ands meeting i ,tj9' iQ`\.- i•.., ` aecodancewith Florlda i ; I i i �,) `t i,`.•'� �. >�' B:nld'ng Code Section Building Code. PR i w . +hb 1.1 ; %F. $ P�I�E}=DIM LSJO�d$ 8•ii I WALL jjI i " i I If A? `:•^i �QQEtiWater-resistve Wh Length Thick ness ss barrier 4• g1p5/16 HEIGHT '17 . I., : Building Code Section 1404.2 DESJ,�N PRESS&F"MAMCz Installation Design Pressum r 2` X 4" S-P-F •i ' ° i I i • ° � s �'" �• Wood Surds Wood Studs 76 psf L+ - — — --' - - - HardieftrW. impact Resistant - RENEWED i Planks installed over 5/6 thick / 5 ply ,1 with the Florida B �' ,S_QO 0Ll B B Cempanel, APA rated plywood sheathing do Nails at i8" O.C. (typ.) Prieml Pane! 11 17-0406.06 318" Minimum Edge Distance Siding te05/01/2022 A LlgRDiE.PANl=.t_, ELMPANEL-_ PRE1(A�AM PEI 31D�G INS— YALLA ION T)ETA1_W_''- AIL Sheathing fastener, as described in i nfotmance with this Notice of Acceptance, the manufacturer's Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" 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. • Atl installation shah be done n eo installation recommendations, and the applicable sections ofthe 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 • mlote 11 518" thick15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.& • The siring panels shail be installed over 5/8" thick /5 ply APA rated plywood sheathing supportek by a minimum of 21)(4' S-P-F wood studs spaced a maximum of 16" O.C. • (Note 2] The siding panel Fastener shah be a 2" long, 0223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at W O,C, at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C- • Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA M337 Fax 909. 0634 A PNL Pl-K SOFF 1 Creator. E. Gonzales SCALE 1/2" =1'-0" Date: 4/24/2013 -near i OF 12 Fe B l2ener Spacing per Florida ding Code Section 2322.3� 16.00in. pReawlREVIISM .• I• Fastener Spa' per Florida I•. ft 0MV174 WAbdwFtorida Budding Code Section 2322.3 Cow �I I•I 'Acap�an�eNo !2 . By AradudCoaKd I'� I • MODUC Inw-ED • PRODUCT RENEWED arrthTheP6ord� as complying with the Florida Builft& g fr 4>7 Building Code • A Noa-No. 17-0406.06 Gas G7 Expiration e05/01/2022 B � • .Miami prodaetC."a By •� Miami- a duct Control t Cladding Framing � Sheathing . NOMINAL 2" X 4" S•P-F WOOD STUDS 16" O.C. FASTENED FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH 3-VT 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALLAND SOF51T FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EAIH N.0 NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANFL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDAINSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 t ADDSNG ,lames Hardie Budding Products, Inc, W909-356"16300 THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD 10901 Elm Avenue . DIAMETER, 0.092" SHANK DIAMETER, CORROSION Fontana, CA 92337 RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Phone. Fscueb DM NO RE Fax90"27-0634 A PNL•PLKSOFF t Creator. E. Gonzales ..L9 1" a T-0" • Date: 4/24/2013 sf EEr 2 OF 12 ' I WALL LENGTH SEE PSI OQUCJ�S`C�I�YiOn( Stud Spacing at 16' O.C. DETAILA HardlePanel®, Cempanel®, & Prevail® Panel Siding materials are nonesbestos I B[ 1 �— fiber -cement products tested in 518" thick 15 ply APA rated accordance with ASTM C1186 Grade It, r�rriiiiii plywood sheathing fastened to metal studs as describedType A and meeting the requirements of in Note 1 the Florida Building Code, l t w.j}y widit$oi Flor6h ! .`�` I \, P9 .f n1MEK11glnMS k i ! k odo , , Water-resistNe Width Length Thickness WALL i �t MOiS INi). barrierperrlodda 4 8,9,10' 5116" HEIGHT ' i i i s4 Building Code i•j gy I i I :- i l ! Section 1404.2 pESIGIf�J3E U�t� 2/j G tihanf -fl STATE 0F Installation Design Pressure .ni' F4 0 RID �' � ll 20ga. 35/e" x 1� /a" Metal Studs -104 psf t r; I•, i - ;'i Metal r i __. ...!_:--^---=---:--'-----_—•-• __ r'ct� r�rrrklr HaNfePanel ImpectReslstant- Cam anel, Panel installed over 518" thick / 5 ply B ! -�-►jCT1oJy1�@ Prevail Panel APA rated plywood sheathing Nails at 6" O.C, (typ.) i 318" Minimum Edge Distance siding }WILD �A�IEL CEMPAN I ��E�(gILLPANF SIn[ h1G$•7/�l L i�Os1 D T ------ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's P_�JJ A installation recommendations, and the applicable sections of the Plorida Building Code. - --�- Metal studs where HardtePanet, Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this t described in Note 1. INote � � Florida � • (Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at e"oc \ at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameterx 1-1/4' long -0 Panel fastener, as described in bugle head screw o , r Note 2 . The siding panels shall be installed over 518" thick /5 ply APA rated plywood sheathing ! , supported by a minimum toga, Nominal 3-518" X 1-5i8" Metal C-studs spaced a mardmum of 16" O.C. HardiePanelO Siding " [Note 21 The siding panel fastener shall be a minimum No. 8-18, 0,815" head diameter X 1-5/8" k long' ribbed bugle head screw ('or screwshall have at least 3 full threads penetratingmetal i framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the Ufastened fasteners shall be driven through the 5/8" thick / 5 plyAPA rated plywood sheathing into metal ter-resisilve barrier per studs located at 16"O,C. rida Building Code Section . Fasteners shalt have a minimum edge distance of3/8" and a minimum clearance of 2"from04.2 comers, \HARD)EPANEL, CEMPANEL, PREVAIL PANEL A ratedINSTALLATION DETAILS METAL STUD CONSTRUCnON PRODUCTI RENEWED as complying with the Florida to metal studs as described James Hardie Building Products, Inc, Building code _ 10901 Elm Avenue NOA-No. 1 17-0406.06 in Note 1. e - Expiration e06/01 /2022 20ga, 3.5/8" X 1.5/8" Metal C-stud Fontana, CA 92337 The wall and soffit frames are to be designed Phone: 908356-630D skze pscar No owe NO aev ey Fax 909 427 0634 A PNL-PLKSOFF 1 Miami I ProduetControl by the ArchitectarEngineer ofRecord Incompliance with the Florida Building Code. Creator. I- Gonzales SCAL 12" =1'-0" Dates 4/24r2013 snEr 3 OF 12 I -- Cladding 6.001n. 16,0DIn. I I O •I • II�II (•i Framing .I •I I I II II II II I. I I• i I•! Sheathing PRO )UCT RENEWED I I I 6.00in. I i as co plying with the Florida I I Midi ng Code I•I �, I I. NOA= o. 17-0406.06 T • I I ' I ?xplrtlon ee05/0112022 6.0I0in. I �•� ! ;y 1 I•I ! I I•I 11r�ruu����� diem a Product Control I I I I I I ,111 f EGA 1 Eb Y 4tOD11G TREiSPRODILCC SEVLSED DFit" � I • I I • I ��� $ _ etonmgiYisiL%ED aide a C� F tAdldmgCa&e ., � tio�J� 2 I i I 121 ��II � O. xo 1^ I �� fYa>c� II � >� I TE aF § A = STA �. >eenrmt t i • I I. I 9 Feo R�o�': . ``•r �3 i s 0 A1- • N F G NOMINAL 20 GAUGE 3S/8" X 1 5/8" STEEL STUDS IW O.C. • FASTENED WITH 518' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DES113NF-D NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EATHING :1 NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT PANEL HARDIEPANEL, CEMPANEL, PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USINGA NOXAS, 0.315" HEAD DIAMETERX 1-114• LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW _pDING James Hardie Building Products, inC. THE PANEL 1S FASTENED WITH NO. 8-16, 0.315" HEAD 10g01 Elm Avenue DIAMETER X 1-518' LONG CORROSION RESISTANT - ® Fontana, CA92W RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT s MGM NO OMNO LEAST 3 FULLTHREADS PENETRATING THE METAL phone: 909 6"300 PNL-PLK-SOFF FRAMING), PLACE SCREWS V' O.C. AT PANEL EDGES Fax 909••427-oe34 p AND INTERMEDIATE STUDS . a 1,-0n Date: 4124/201 ISHEer 4OF 12 Creator: E. Gonzales Sane 1 PRODUCT' as complying Building Codi NOA-No._ Expiration - By Miam'r�� UUI� e I Ii I O.C. j � tia° Boi��# I � i F.r<pirati�•a r i j I I t�krar{By I ace Produtl Cautror �'---�--- 3/4" Minimum Edge Distance lags at 16" .DETAIL.A -Sheathing fastener, as described in Note 1 r Siding fastenedI, as described in Nbte 2 HardiePlal k, — Cemplankl Prevail Lap Sidin Water-resistIvI barrier per Florida Bu Code Section 5/8" thick / 5 ply APA rate — plywood sheathing faster ENEWED '---.In accordance with Florid ,Ith the Florida Building Code Section 17-0406.06 2322.3 05/01/2022 2" X 4" S-P-F Wood Studs L>1 The wall and soffit frames are to be desk by the Architect or Engineer of Record in rduct Control compliancewith the Florida Building Cod _ I 5 PRODLIcr ul scgtP_t[tON "ll DETALA HardiePlarim, CemptankS. & Prevalll& Plank Lap Siding materials �` 518"thick15plyApA are nonasbestosfiber-cement rated plyvmad products tested in accordance with I ' _ sheathing in I ASTM C1186 Grade 1t, Type A and meeting the requirements of the j `jrrnrrii�� accordance with Florida Building Code. Florida Bugling Cade X. w_ � Section 23223 PA mLDjj.d_ sjgbL Water -resistive irylidth Length Thickness N barderperFlorida sg-1C 12 5/16, WHIM Code i ! i Section 14042 N ESSUR�t3A 1�Nt� 2"X41S-P-F Installation Design Prekura i it 1 q \ Wood Studs WOOtl Studs g2 ps4 "'^- lap Siding Impact Reslstant- SSID N A� Planks Installed war 5/8" thick / 5 ply C. (typ.) nn fill[ 1-114" tau X 5/16" APA rated plywood sheathing )3_B thick starter s4ip H�EtD1�P_t �CItS�CF�?l Af�KiPJZEYI;JI�t1t�SJJ�INOJlS[�I L9TIOPIDEJI Ali installation shall bo done in conformance with this Notice of Acceptance, the manufacturePs lnsta}Iaten recommendations, and the applicable sections of the Florida Building Coda. K Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall ba designed by an Engineer or Architect per the Flor da Building Code and the requirements of this N,O A [Note 115/8" thick ! 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Build ng Coda Section 2322.3. Planks shall be applied horizontally commencing from the bottom purse of the wall with 14l4" wide laps at the top of the plank such that the exposure area of each plank Is15 8.14' vertically. [Note 21 The siding fastener shalt be a 2-1/2° long, 0.223" head diameter, 0.092" shank diameter, contusion -resistant siding nail; The siding is fastened:; 8AW O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 618" thick 15 ply APA rated plywood sheathing, 9 steners are placed in the overlapping area approximately aW from the bottom edge of the overlapping plank. Vertical Joints shall be placed over studs. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C- Fasteners shall have a minimum edge distance of 30. HARDIEPLANI , CEMPLANK, PREVAIL LAP SIDING DETAILS WOOD STUD CONSTRUCTION James Hardle Building Products, inc. i0901 Elm Avenue JAVINSTAILLATION Fontana, CA 923 -I I - avvv.+vvrv.. Fax 909-427-0634 A PNL-PLK-50FF 1 Creator. E, Gonzalas LA-i 112" = T-0" - Date: 412412019 sxear 5 OP 12 i i ! i 'I Fastener Spacing per Florida Building code Section 2322.3 181n. O I -J� T. Fastener Spectng per Flodda PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida •I '� Building Code %_.._... Hoa-No. 17-0406.06 _____ 0.75in e05/01/2022 Expiration _Me 05/01/2012— By Miami-aMiami-17adti Product Control - PRODUCTREYLSM ffiybe w9bf A7ore mo 1 -c - /, 07 �. Cladding Framing i Sheathing 58 .L By ,K�mw adel'ra6uerCoarco4 MODUCrRhWSED aamlpl itb11.F1oeiJs AeohisMeNo�iSi%%Z I• • `fit+tA" I No. ... . 'SF •• = 1 20 y� STATE OF ,tePmBat ` 0R RAMING FASTENED ��iS'S+�ONAL fG�GI WITH 3-112' 18d COMMONOOD NAILS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTIrLOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE ;HP,A'CHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CENIPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 232 S INSTALLATION DETAILS WOOD SPUD CONSTRUCTION _LAD4J,h(�i . PLANKS.OVERLAP 1-1/4" James Hardie Building Products, Inc. THE EXPOSURE IS s8-14' 10901 Elm Avenue THE PLANKS ARE FACE NAILED WITH 2-112" LONG, 0.223" - © Fontana, CA 92337 HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION- RESISTANT SIDING NA)LS,-PLACED 3W UP FROM THE Phone: 909-35"800 size 5Scta NO MG No RE BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATION Fax 909g27-0634 1 A PNL-PLK-SOFF t Creator. E. Gonzales srel F 1" = V-0" Dale: 4/24/2013 ISNEET 6 OF 12 HEI PRODUC as comply Building C NOA-No.- Expiration ll..I- d L 'C. WALL LENGTH R&Q1a�!sqT-DF1S9-"P .0i SEE Stud Spacing at 16'0.. DETAIL A HardiePlankQ, CemplanM, and 518"lhlckI6plyAPA Prevail® Plank Lop Siding materials are nonasbestor; fiber -cement sheathing fastened ProdU I plymod 11,sheat ots tested In accordance with ASTM C11$6 Grade 11, Type Aand to metal studs as . meeting the requirements of the 'all I. described In Note I PR06MR as coambibs wiihi6oRi& Florida Building Code. Water resistive A. - LL barrier per Florida P 4 _K DtMtZStONS -HT Building Code Width Length Thickness - Section 1404.2 59112" 12' 5/18" zay G L S�U k, '-,20ga, 3.V8' X 1.518- DE-51QN P jZ 5 RAMtL -Fr-lr4 C-stud — !---BJ— _ Installation Design Pressure F Hard-ePlank, Metal Studs -92 ps plan , Prevail f )A�yz Y�' k NAL 1 0 1-1/4'tall X 5116- Planks Lap Siding Impact Resistant - 814P Minimum Edge Distance Nails at 16" O.C. (typ.)✓Installed over 518" thick 15 ply thick Starter strip APA rated plywood sheathing D�L,6 . All installation shall be done in ronformanos with this Notice of Acceptance, the manufacturer's Installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. sm described in Note 1 - Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA d* Lk via" [Note 11 5/V'tNck 15 ply APA rated plywood sheathing shall be attached to metal studs at 600 at panel mp"M N 15-MV-0f Siding fastener, as edges and all intermediate supports using a No.8-1 8, 0.3I6'head diameter x 1-1/4' long bugle head screw described in Note 2 " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1W wide laps at the top of the plank such that the exposure area of each plank Is --c 8-114' vertically. . )Nate 2) The siding fastener shall be a minimum No. 8-18, 0,3161 head diameter X 2-1/4P long* bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding Is HardiePlank, fastened 6 8-114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 6/8" Cemplank, thick 15 ply APA rated plywood sheathing,'fasteriens are placed in the overlapping area approximately W4* Prevail Lap Siding from the bottom edge of the overlapping plank Vertical joints shall be placed over studs. Water -resistive The planks shall be Installed over 5187'thick 15 ply APA rated plywood sheathing supported by a minimum barrier per Florida 209a, Nominal 3-518" X 1-5ff Metal C-studs spaced a maximum of 16'0.C. Building Code Fasteners shag have a minimum edge distance of 318'. Section 14D4.2 HARDIEPLANK, aMPLANK, PREVAIL LAP SIDING 518" thick IS ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION RENEWED plywood sheathing fastened to with the Florida metal studs as described In James Hardie Building Products, Inc, 17-0406.06 Note 1 10901 Ern Avenue Fontana, CA 92337 Z05101/2022 2()ga, 3-&8" X 1-SIT Metal C-stud =9 F&CM NO . 0vVQ NO REV D'-U-1-' 7* _UZ 2 The wall and soffit frames are to be designed Fax 909427-0634 A PNL-PLK-SOFF! by the Architect or Engineer of Record In roduct Control compliance with the Florida Building Code. 'Creator E. Gonzales SCALE 1/2' - V-0- Date: 412412013 1 SHEFT 7OF12 6.00in. �—i6 In. Oc--� Cladding 6.00in. Framing • 6.00in.00 Sheathing PRODUCT RENEWED as complying with the Florida Building Code ._._NOA-No. 17-0406.06 1.0.75in. Expiration D t 05/01/2022 By Miami product Control GA compviks wim &C Fl-i-Is Do % m" CO& A..ptmm r.;, &-413L. 6 7 121 . .. ........ NOMINAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" 0. C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO 85 DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE NOMINAL &TTHICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 0" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-114' THE EXPOSURE IS 5 8-114n James Hardie Building Products,.Inc. ■ THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1/4' LONG CORROSION- No Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-35e-6:300 size PSCI NO WAG NO PAV PENETRATING THE METAL FRAMING), PLACED SW UP Fax 909-427-0634 A PNL-PL"OFF I FROM THE BOTTOM EDGE OF THE PLANK AT EACH — Creator. E. Gonzales SCA, 1--TF-0- I D.te:41241Z013 NEr STUD LOCATION 1! - I WALL LENGTH SEE PRO D-L 11CIT-1 1 E-E M_ n -0 N Stud Spacing at 16" O.C. DETAILA HardleSoffitb & CemsoflitO materials are I nonasbestos fiber -cement products tested in accordance with ASTM C1 186 Grade 11, Type A . ....... and meeting the requirements of the Florida Building Code. L AQF ff_VT MMEM% QNS 2"X 4S4XF Width Length Thickness WALL Wood studs 4! HEIGHT1 IHardleSoffi% Installation Desl4n, Pressure Ar, Cernsoffit -Wood Studs -70 psf OGA 13 Nails at 4" O.C. (typ.)teDtX-r RevisM Z 3/8" Minimum Edge Distance —0yins *M dw Fhd& a acoYbV wilb dw Flo" 8aildhg Co& A No. 4 21 tZ t STATE OF igz 10 SIONA\- Soffit fastener, as . All Installation shall be done In conformance with this Notice ofAcceptance, the manufacturer's described in Note 1 Installation recommendations, and the -applicable sections of the Florida Building Code. PR DUCT RENEWED . Wood studs where HardfeSofflt, Cemsoffit will be installed shall be designed by an Engineer or as 26rnplyIng with the Florida 1 Architect per the Florida Bullring Code and the requirements of this N.O.A. * i(ding Code The soffil. shall be installed over minimum 2!X41 S-P-F wood studs spaced a maximum of 16" 0. C. Nod' -No. 17-0406.06 HardleSoffit, Cemsoffit [Note 11 The sofft fastener shall be a 2"long, 0=1 head diameter, 0.092"shank diameter, Expirationp)V05/01112022 corrosion resistant siding nail: the fasteners shall be spaced at O.C. at panel edges and Intermediate studs; the fasteners shall be driven into wood studs located at 16" O'C. By Fasteners shall have a minimum edge distance of 30'and a minimum clearance of 2" from comers. MIa Product Control HARDIESOFFIT, CEMSOFFFr PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4" S-P-F Wood Studs James Hardie Building Products, Inc, The well and soffit frames are to be designed by the Architect or MW 10901 Elm Avenue Fontana, CA 92337 Engineer of Record in compliance Phone: 909-356-8300 S)ZE FScmwo owailo REV with the Florida Building Code. Fax 909427 634 A PNL-PLK-SOFF 1 I Creator. E. Gonzales sGtLE 112--1.0- Date:4m4rnu Ismser 9OF12 i • PRODUCT RENEWED as complying with the Florida , Building Code NOA-No. 17-0406.06 Expiratlon1I20224.00ii1.lam,Produet Control / • PAf'�l1Ci'REVISED ad mldying with *t Fkr;& + 6dingCoft M A~Dtt[e 0 PRODucr= qsm as M.Vlyi> with dm kiafi& w� I av Nlo •7 Eapi,ffi -Dae. i r7 ,i P.W%" Cm.al . .. . . . . . . . By_ i��, • u,x Pnseocr coavol . . . ... . . Cladding Framing. D. V121 STATE OF ANAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED 13-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM ' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE i THE FLORIDA BUILDING CODE DING SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL IIIETER, 0.092" SHANK DIAMETER, CORROSION EM INSTALLATION DETAILS WOOD STUD CONSTRUCTION ISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL ES AND INTERMEDIATE STUDS James Hardie Suilding Products Inc. 10901 Elm Avenue Fontana, CA92337 Phone:909-36"300 Size FSOMND DVd3Np RE Fax90S-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales --. V= T-0° Date:4/2412013 SHser 10 OF 12 WALL LENGTH SEE lSRODI)t;T DFrS�LZ1�77Q61 Stud Spading at 18" O.C. DETAIL A HardieSoffitO & CemsoffitO materiels 6E • T /—� are in accordance with ASTM t 01186 i•'-"_`.'�.^---'"--�. Grade 11, •typeA and meeting the requirements ofthe Florida Building ;PRODUCT RENEWED Code. .:as complying with the Florida I, ! Bullding Code -S_O��BJMENSIO-NS •I !•I 20ga,3�l8"X1SI8" i I I j NOA-No. 17-0406.06 , Width Length Thickness WALL •I i 1 I I I i tel4stud HEIGHT i Expiration Da 05/01/2022 ! i I i• HRrd eSoifit, l i By CernsofHt p�$IGN P E9SUf; �jfly i E•: mlami-D d roduct Control installation Design Pressure i j I 1 i I j l �. Metal Studs 55 f i I -------- - tit io 1.OGA - B t" SECTION 6-13 MODUCiRE SM Ott Nails at 6" O.C- (typ.) PRODiJCIrREViSM asComplying wim*Afladda w rn with dre Florio 318"Minimum Edge Distance a&]mr* � B aft No 13r03!1,07 : NO 121 - /usmpetoeet+ln/� UTA bECgtA 8r is eaCP:odoctCmbvlpRIDA o I � `\`\�\ �iA_.RP��SQFEI•[,_Cab!LSt)F�CL29T_I�.i.�iJ�LL6TA1-.LPaTi01�DETAtL,$ 'S1�NAL EN rr/rtit�r �l • All Installation shall be done in conformance with this Notice Of Atxeptanf ! IY6(rail ifacturer's � installation recommendations, and the applicable sections ofthe Florida Building Code. �+ Soffit fastener, as . Metal studs where Hard!eSDM Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A: Spaced ` . The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/8" Metal Cstuds a maximum of 16" O.C. HardieSoffd, Cemsoffit [Note 1] The soffit fastener shalt be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long`' r 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. t` Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL % INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 209a, 3-5/6")f 1-5/8" Metal C-stud _ 10901 Elm Avenue Lj The wall and soffit frames are to be - ® Fontana, CA 92337 L — designed by the Architect or Engineer Phone: 909-356-6300 SIZE Rscu No b" NO REV of Record in compliance with the Fax g0g_427.0634 A PNL-PLKSOFF 1 Florida Building Code, Creator. E: Gonzalee SCALE 1/2" = V-0- Date; 4/24/2013 SHEET 11 OF 12 I ' 6.001n. I. J— . ED PRODUCT RENEWED Waco h�h m8 as complying with the Florida 1=1 . eflOdM Building Code Ap�F18S1R No S NOA-No. 17-0406.06 AoccOem°'No �3 �311.ni Expiration 05/01/2022 01 7 i sy Cladding i Fuming By Mi�iOMeprodoo[ d Product ControCanhol " rZ� :. • Mi.- 1) l • -_ FSSIONA , l� tANprl� NOMINAL20 GAUGE 3-5/8°X 1.518"STEEL STUDS 1W O.C. FASTENED WITH 618" WAFER 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 .DLpNG HARDIESOFFIT, CEMSOFFIT PANEL 1E SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD IN5TALLATiON DETAILS METAL STUD CONSTRUCTION AMEMRX 1-1/4' LONG CORROSION RESISTANT RIBBED JGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. JLL THREADS PENETRATING THE METAL FRAMING), PLACE ;RS ' O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue EA6• Fontana, CA EM37 Phone: 90B 356�300 SdE FSCM NO D4W No RE Fax 909.427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales Scus 1"= 2-0" Date:412412013 Ts 120t 12