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HomeMy WebLinkAboutNOAMI®EDMAMDE MIAMITROL SECTION • 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.sov(economv James Hardie Building Product, Inc. SCANNED 10BY Elm Avenue St. Lucie County Fontana, na, CA 92337 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, PI.K & SOFF, titled "HardiePanel, CemPancl, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding, Hardie5offtt, CemSoffit Panel; installation Details Wood/Metal Stud Construction", sheets l 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. MISSELE 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 Contra) 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 # 150122.04 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. NOA No. 17-0406.06 t�tnnADEr:«,Knr r(� Expiration Date: May 1, 2022 14�Approval Date: May 4, 2017 Z7/2017 Page 1 James Hardie Building, Products. ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 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 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 HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision I 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 1. Ogawa, P.E. 04 271-;O19 Carlos M Utrera, P.F. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 WALL as eomplying with the Florida Building Coda NOA-No. 17-0406.06 LENGTH Stud Sparing at 16" U.C. i I I Nags at 18" O.C. (typ.) 3W Minimum Edge Distance 8U Q Sheathing fastener, as described in --'-��— Note 1 Panel fastener, as described in Note 2 HardiePanel. Cempanel, Prevail Panel Sing Water -resistive barrier per rFlorida Building Code Section 1404.2 ply APA rated athing fastened in accordance vAth Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The waq and soffit frames are to be designed by the Architect or Engineer of Record In compliance vv h the Florida Building Code. PRMLia.EF_M-01 SEE HardePanel®, CempanOW, 8 DETAIL A preveila Panel Siding materials are — — nonasbestos fiber-cament Products "tick/5ptyAPArated tested in accordance wNt ASTM vmod Shead>tng in C1188 Grade it, Type Aand meeting odenoe vMh Florida the requirements of the Florida gd'rug Code Secban 723 gulling Code. atertasisfive L LengtThicVVfidtlt Length Tnidauess anierperFloAda R 8,9,10' 6/16" ulging Code ection 1404.2 AMANY-WS$t1RE RATMG XX 4.5•P-F Installation Design Pressure Wood Studs -76 psf Wood Studs FrardiePana6 impact Resistant- Planks instalted over 50 truck! 5 PN 69al N" Cempenel, Prevail Pand APA rated plywood sheathing Sift • All installation shall be done In-mMonnance with this Notice of Acceptance, the manutacturet's installation recommendations, and the app1mble sections of the Florida Building Coda. " Wood studs where HardiePanel, Cempar el, Revall panel Siding will be installed shag be designed by an Fnginm erAndritect per the Florida Building Coda and the requirements of this N.OA • [Nora 11 SW tMok 15 ply APA rated plywood sheathing shall be attached to the studs In accordancevhth Florida Building Code Section 2322.3. • The siding panels shag be installed over 5180thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" SP-F wood studs spaced a maximum of 18" O.C. • IN*% 21 The siding panel fastener shag be a 27 long, 0=' head diameter, o.oli'L" shank diameter, corrosion resistant siding nag; the fattaners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick15 ply APA rated plywood sheathing into wood studs located at 1W O.C. • Fasteners shall have a minimum edge dtstan ce of 3W and a minimum clearance of 2" from comers, Creator, E. Gonzales HARDIEPANEL, CEMPANEty PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA9=7 A I I PNL-PLKSOFF lir=Pit° I Date:4124I2D13 1 OF 12 Spacing per Florida )ode Section 2322.3 I. I I• I • Fastener Spading per Florida Building Code Section 2322.3 PRODUCT RENEWED as Complying with the Florida Building Code HOA-Mb. 17-0406.06 Expiration. e05/0112022 By Miami- a uct Control Cladding + I Framing • I•I , Sheathing STJ I•� I•� -Fss10NA .. "► __---- it EwN� • NOMINAL 2" X d COMMON WOOD STUDS R O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITHOM C NN COMMON (JAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION)' • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED 6Y THE ARCHITECT OR (ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE • NOMINAL S/8" THICK/ S PLY APA RATED PLYWOOD HARDIEPANFI, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 �\`aOd//\ INSTALLATION DETAILS WOOD STUD CONSTRUCRON • THE PANEL IS FASTENED WffH 2' LONG, 0.223"HEAD James Handle Building Products, Inc. DIAMETER, 0.092' SHANK DIAMETER CORROSION 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 8" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909358 Fi300 SIZE FEW No DM NO Rs Fax 309-427 0834 A PNL-PLK-SOFF t Creator. E Gonzales 'sonic t" = 1'-0' • pate: 41=013 ISHM 2 OF 12 WALL LENGTH 'ry SEE Stud Spacing at 10' O.C. DETAIL 6 i-• i 1+-�—� � � 618, INdc / 5 ply APA rated 'lirrr'������t '+ ( plywood sheathina fastened �P ! ••i Iral1 ,0A' �� to metal studs as described P�ttt uaItEVea .• - in vole i �I ! es4�oomplyyioewhh@leride i! �tk� �,. BNl�kbi• �� � ,.i,.WeterreaLstive ba WALL 1 ` Al m Y-4 / Y "-7 ' � 11 NO' 1 ` merperFlorida Building Code 1f] i ' STATE section 14042 i : a ,i i � 1 rf I� I ., =���r�•. FL f1 Rt© .: :cli�� 20ga. 3516"X 1.618" Cempanel, Nails at 6" O.C. (typ.) Preval �� 31W Minimum Edge Distance Siding 1Z679U.A _`- �, Sheathing fastener, as described In Note 1. defkri4 i Panel fastener, as described In Note 2 Hard!ePaneIV Siding Water-resisdve barrier per Florida Building Code Section 1404.2 '` - -- I 518" thlok / 5 ply APA rated PRODUCT RENEWED L- plywood sheathing fastened as comp ing xilth the Florlda metal studs as described Bulidingode HOA-No. I Ito 17-0406.06 in Note 1. Expiration D o05/01/2022 20ga, ° X 1.5/8" Metal Ostud The wall and soffit frames are to be designed By Control by the Architect or Engineer of Record In compliance with the Florida Building Code. MIam a e Product gObUC7�E_$�rB1J'_TI¢j�j HardlePatlelS, Cempahel®. & PFevaiit Pane! Siding materials are nonasbestos fiber -cement products tested In accordance with ASTM C1186 Grade 11. Type Aand meeting the requiremants o1 the Florida Building Coda. PJIhKL'-QM blSI0M Width Length Thidmess 4' 8,9,10' Slf6" 1RF-SL;pXH ERESSStt3E f3a w Installation Design Pressure Mated Studs •104 psf Impact Reslatent- Panel installed over 5/8" thick / 5 ply APA rated plywood sheathing AfISLZvIR1L`i �'-ic-c-�:-rv.-rv.-�..... - + ' All ittsQUOn shall be done in conformance Nritlt this Notka otAtxeptettee, the manufacturers installation recommendations, and the applicable sections of the Florlda Building Code. • Metal studs where HprdtePanel, Campanal, Prevail Panel Biding wig be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 115/8" thick 15 ply APA rated plywood sheathing shag be attached to metal studs at 6"oc at panel edges and all Intermediate supports using a No.8-18, 0.31b' head diametarx 1-114" long bugle head screw • The siding panels shall be installed over 516" thick / 5 ply APA rated plywood sheathing supported by a minlmum 209a, Nominal 3-Wr X 1-5/8" Meta! C-studs spaced a mardmum of 16• O.C. • (Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-518" long' ribbed bugle head screw (ror screw shall have at !east 3 full threads penetratingmetal framing); the fasteners shall be spaced at 8" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing 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 comers. _ Creator: E. Gonzales HARDIEPANEL, CEM PANEL, PRkVAILPAN EL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PLKSOFF ire. 1'0" I Date: 4/2412013 3OF: 12 B.00in. I+ II I s.oltal InI. � I I•I PRODUCT RENEWED II as complying with the Florida Building Code I _I NOA-No. 17-0406.08 Expiration te05/0112022 6�, By ME EJU Ciedding Framing Sheathing DVI21 STATE OF * ux•_. • NOMINAL 20 GAUGE 9-51✓i' X 15/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE • 'i'HE WALL AND SOFFR FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS NOT PART OF THIS APPROVAL (MUST PROV{DE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S�iE�g�l i�14 • NOMINAL StS" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT G' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A HARDIEPANEL, CEMPANEL, PREVAIL PANEL h0.8-18, 0.318' HEAD DIAMETER 1.11W LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW James Hardie BNildmg Products, Ina ELAA_DING • THE PANEL IS FASTENED WITH NO. 6-18, 0.315"HEAD 10901 Elm Avenue - iIAMETERX 1-516' LONG CORROSION RESISTANT - • Fontana, CA92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL Phone 909.356 G300 s"E FWA No PNL-PLKSOFF FRAMING), PLACE SCRONS 6" O.C. AT PANEL EDGES Fax 909-427-0634 A D INTERMEDIATE STUDS - Creator. E. Gonzales s;xe t"- 1'-0" Date:4724l2013 SHEET a OF 12 I l WALL HEIGHT I j i LENGTi - — ---" . _. � SEE DETALA I_T W ' i I j j Nue�i aa^ proa,nj cornet : iY , 1 * i 3 = s i •: i i sm!, Minimum Edge Distance Nails at 16" O.C. (typJ Dj5ML,A -sheathing fastener, -as described in Note 1 Siding fastener, as described in Note 2 boar I r HardiePlank, Cemplank, Prevail ti f 1 Lap Siding Water -resistive banier Ii per Florida Building Code Section 14042 \1 ; .me ' 5/8" thick 15 ply APA rated - - plywood sheathing fastened PRODUCT RENEWED J •in accordance with Florida as complying with the Florida Building Code Section Building Cade w0A-eo. 1 1 2322.3 7-0406.06 Expiration teD` /01/2022 2" X 4" S-P-F Wood Studs i The wall and soffit frames are to be designed By by the A"ehitect or Engineer of Record In Control cemnllnnre Win The Florida Building Code. Mlam a Product M P- , WQT PEAMEJ'101d HardlePlanki Ceinplank®, & PrevallS Plank tap Siding materials 518" ihlcX 16 Pfy APA ate nonasbestos fiber -cement products tested In accordance with rated pywood AMw C1186 Grade it, Type A and thi .sheathing in meeting the requirements of the accFlodda Florida Building Code. Building Code Seddon 23223 PANEL PMERSMIP water-MAthe Width Isngth Thickness \ barrier par Militia 59-112• 12' 6116" Building Code Saeaon 1404.2 Aj;,LDIN.2f3Ms�tlg gArltiQ. \ 2°X4•S-P_F Installation Design Pre9sure Wood 5wds Wood Studs .92 psf Lap Siding Impact Resistant — Planks installed over 618" thick 15 ply 14147ts1I X 6f16" APA rated plywood sheathing thick sterterstdp t1Ak�u1kY_L&C!4+�vS.uxcJ-e.�•+nar.A.�..rr_wo--.era,. .n-�_-�.....--�-...-_ __ - - --. • All Installation shall be done in conformance withh this Notice of Accaptanoe, the manufacturers lnstattat an recommendatlone, and the applicable seotlons of the Florida Building Codo K Wood etude where HarcGePlank, Cemplank, Prevail Lap Siding veils be lrlstalled ahaB be designed by an Engineer or grchi0ect per the Florida Bu1141ng Coda aid the requiremerds of this N.O A • [Note 1] 5J8" thick 15 ply APA rated plywood sheatlting shall be attached to the siuds in accortiance with Ronda Building Code Section 2322.3. • Planks shell be applied horizontely commendng ttnm the baitam course of the wall with 1-114• wide laps at the top of the plank such that the exposure area of each plank is 5 &114" vest belly. • (,Note 21 The siding fastener shall be a 2-11Z long, 0.223" head diameter, o.0B2" ehank tGamethr, ogiroslon res starrt siding nag; The siding is fastened S 81 APA ad plywood sheathing, featenetically and IV'O.C. l s fasteners are driven into wood studs through 510" thick 15 ply rat are placed in the overlapping area approximately 3W from the bottom edge of the overlapping plank. • Vertical Joints shall be placed over studs, • The planks shall be installed over 513" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" B-P-F wood studs spaced a m0Xitnum of 16" O.C! • Fasteners shall have a minimum edge distance of 319'. Creator. E. Gonzales HARDiEPLANK, GEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 pwi PLK-SOFF 112" ra P-0' I Date: 412412.013 sHEEr 5 Op 12 All Fastener Spacing per Florida' i Buildin Code Section 2322.3 +----- -16In. OC--* . Cladding '� Y— • I' Framing -- Fastener Spa Ing per Florida Sheathing PRODUCT RENEWED Bullding Code Section 2322.3 •� as complying with the Florida • i Building Code o. 17-0406.06__.__ 0.75n Expiration D e05/01/2022 •I By 1j 11A lar"J,-Waft Product Control • I J PROV=REYLSW as oortglyiag�fbt6rl°Ividn tit s8.2Gn.: --•-� aae noeues caead .n w � r7oddr • I •' \�`t SF •' .t ^1 Dar••. No/ c NQ. 21 STATE OF V ER MMG .rer�oaat �'F�ORIO • NOMINAL 2 X 4" 8 P F WOOD STUDS 16" O.C. FASTENED s`S�ONAL ENS' WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) lot FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND dS�V�WLOAD ARE SY THE ARCHITECT OR ENGINEER OF RECCORRDD IN • THE WALL AND SOFFIT FRAMES ARE TO DESIGNED N0T PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) N COMPLIANCE WITH THE FLORIDA BUILDING CODE S g- _THING. • NOMINAL 5/8"THICK 15PLY APARATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLA _C1J�lSa • LANKS,OVERLAP 1-1140 • THE EXPOSURE IS s8-1ja" James Hardie Bullaing Products, Inc • THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223"PF'hore:S09-35&46300 - 10901 Elm Avenue HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION- Fontana, CA 92337 RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE sus MGM NO DV4NO ReV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIONFax 909 427-0634 A I PNL-PLK SOFF 7 Creator. E. Gonzales ISCAU 1• = 1'-V' I Dat0:41242013 ISNE9T 6 OF 12 Stud Spacing at 16' O.C. WALL LENGTH-------- SEE PgQQUOT DES PRiP11 AW DETNL A HardiePlank®, Cemplankde, and �-��-5/e"thick/5plyAPA Prevail® Plank Lap Siding materials ratedare nonasbestos fiber -cement POfa�a erred products tested In accordance with to metal studs as ASTM C1186 Grade 11, Type A and ' ' i.k :i ru�siriii„� described meeting the requirements of the ! i be In Note t Florida Building Code, WALL I 8d1 C : n ;I It1 i i �• 16 t Waterresistive banter.Flodde HEIGHT1 ; i ! i i o ��� PJ•9NIS p_Rt1C=C r4 �i �y�dF BulldingCode Width Length Thickness �� Section14042 59-VT 12' Sl1s" Y IAi 1 ! �.� I.! i�.i • 'f�i ! , 209a, 3.4r8" X 1.5f8' MIG.NZM U29JN tJP 1—� ►w C-Sb'd Installation Design Pressure ;_ _ - - '•1- - F - - iL..-•--•-_ i......_.__ll...._....... ut._ . .•' ��� HardePlank. Metal Studs 92 psf mptenk, Prevail B` ' I �ss/ANAL Lap SkUng impactResistant- 3/4 Minimum Edge Distance Na!is at 16' O.C. (typ.j �1-1/a' tall X 5/18• Planks installed over 618' thick / 5 ply thick &War sbtp APA rated plywood sheathing complying with the Ilding Code Expiration yAiZDIEP_J1t�I�C�AAe ASK. PRE1/Z1IL LAP SIDING�TALLA710N DE7AIf,� • AD installation shall be done in Conformance with this Notice of Acceptance, the manufacturer's Installation Sheathing fastener, as rpmmmendations, and the applicable sections of the Florida Building Code. described in Note 1 . Metal studs where Hard!ePlank, 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 ■ iNote 116/8" thick / 6 ply APA rated plywood sheathing shall be attached to metal studs at 6°oo at panel Siding fastener, as edges and all intemtediate supports using a No.8-18, 0.319' head dfameterx 1-1/40 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 58-114" vertically. • INote 2] The siding fastener shall be a minimum. No. 8-18, 0.315" head diameter X 2-1/4° long• bugle head Hard!ePlank screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is — Cemplank fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through Slam thick / 5 ply APA rated plywood sheathdng,'fasteners are placed in the overlapping area approximately 3W 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 518"tick / 6 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3.5/8"X 1-W Metal Cstuds spaced a maximum of 16" O.C. Building Code Fasteners shall have a minimum edge distance of 318". Section 1404.2 HARDIEPLANK, CF.MPLANK, PREVAIL LAP SIDING AIJ) INSTAUATION DETAILS METAL STUD CONSTRUCTION 501 thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 D22 209a, 35/8" X 1-58" Metal C•stud _ The wall and soffit frames are to be designed trot by the Arch itector.Engineer of Record in compliance with the Florida Building Code. James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PLK SOFF -Creator. E. Gonzales I sake ;X=T-a" I Date;4124ho13 7 OF 12 I PRODUCT RENEWED ea complying with the Florida Building Code `NOA-No. 17-0406.06 0.75in ' Expiration O te05/01/2022 By Miami- ap Produet Control .�L iSz MINAL 20 GAUGE 3.518" X 1-5/8" STEEL STUDS 16" :. FASTENED WITH 518" LONG RIBBED BUGLE HEAD REWS (2 PER TOP AND BOTTOM CONNECTION) E WALL AND SOFFIT FRAMES ARE TO BE DESIGNED THE ARCHITECT OR, ENGINEER OF RECORD IN MPLIANCE WITH THE FLORIDA BUILDING CODE MR MINAL5/8°THICK /5!PLYAPA RATED PLYWOOD EATHING TO METAL STUDS AT 6" OC AT -PANEL GES AND ALL INTERMEDIATE SUPPORTS USING A .8-18. 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE AD SCREW SIG aNKS OVERLAP 1-1W E EXPOSURE IS s 8.1W PLANKS ARE FASTENED WITH NO.8•1 B. 0,315" AD DIAMETER X 2-1/4' LONG CORROSION- SISTANT RIBBED BUGLE HEAD SCREWS (SCREW ALL HAVE AT LEAST 3 FULL THREADS NETRATING THE METAL FRAMING), PLACED 314" UP OM THE BOTTOM EDGE OF THE PLANK AT EACH JO LOCATION Iln Ir.arrrpi i Cladding Framing Sheathing 121 OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Pmducts,.lnc. " n 10901 Elm Avenue if Fontana, CA 92337 Phone: 90935E-8300 skm vecHNo CW6No Fax 909 427-0634 A PNL-PLKSOFF Creator. E. Gonzales sCALC 1" G'I'-0" , Dare; 4242013 aHHHr a OF 12 13 1 I WALL as --WA LL LENGTI Stud Spacing at 16" O.C. g.4... I I _ 318" Minimum Soffit fastener, as described In Note Hard sSoffit, Cemsof it i Minimum 2" X 4" S-P-F Wood Studs The Wall and soffit frames are to be designed.by the Architect or Engineer of Record !n compliance with the Florida Building Code. SEE DETAIL A PRQDLICT D-EZ $IP .0M HardleSotfit® & Cemsoffi* materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. Off IT Pj_ _ .S1QNt3 X 4" S•RF X4'S-ds 1Nldth Length Thickness 4 a 114 pY-$tGURMSURE LR41119Q udieSoifs, Installation Design Pressure :msorfit Wood Studs -70 pal PROMIMREVIMD M -MdwFll" AearptagwX*13-J311, Aac ft*ftu:'&W Caatw I-I'No.2j4p21 �'•. STATE OF ?tr )R]OP `gyp. H.B�A1Qs����MsoF.FJLPA_NE4L�7LA1•!-9JJQN • AU installation ahafl be tlone In conformance with this Nafice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. • Wood studs where HardleSotfd, Cemsoffd will be installed shalt be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • The soffit shall be installed over minimum 2"X4" S•P-F Woof) studs spaced a maximum of 16" 0.C. • [Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter. 0.092' shank diameter corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and Intermediate studs; the fasteners shall be driven into wood studs located at 16" U.C. • Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDiESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10904 Elm Avenue Fontana, CA 92337 PNL-PLY-SOFF Creator. E. Gonzales 12" - 1'A- I Date:4124r2013 I stir 9 OF 12 a00in.. p— . _16.00'.n.--tiI Claddin I e I Framing PRODUCT RENEWED as complying with the Florida ,. Building Code NOA-No. 17-0406.06 Expiration Da OS/0112022 By 4,OOin.1 Miami -mg! Product Control I ' �t>�ticr crawww rM3�el7oride FRODUCrsrvivm llt 1. GAW s»+e as ew�py rg..rL dn>'! tt'r _ auilavceft Doe Dme 17 No. 121 : iMiD11 PmAw�Ctgol • Mtan Utdo STATE OF ... SS10NAL vl�a FRAMINt3 NOMINAL 2" X 4" S-P-F WOOD STUDS 15" O.C. FASTENED WITH 3-11Y 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE 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 WTTI j THE FLORIDA BUILDING CODE THE SOFFIT jPhone: HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH 2°LONG, 0223"HEAD ��DIAMETER, 0.092" SHANK DIAMETER, CORROSION • INSTALLATION DETAILS WOOD STUD C.ONSTRUCrION RESISTANT SIDING NAILS, PLACE NABS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDSJames Hardie Building Products, Ina10901 Elm Avenue Faniana, CA92337 909356-63C0 SIZE FSCM NO ov "o 909-427-0634 A ; PNL-PLK-SOFF or.E.Gonzales iSCALE 1"=1'-0' Dale:4GM013 ISHEET 100F12 15 1 WALL WALLLENGTh+ 1 Stud Spacing at 16" O.C. 1 cam._ i i MDUCT RENEWED complying with the Florida IdI g Code n-ran. 17-0406.06 Expiration er1QQUOJ_DE,PQRWj.QN SEE I IardieSoffit®& Cemso(fitO materials DETAILA are nonasbestos ffber-cement products -� tested in acoohlance with ASTM C1185 Grade 11, Type A and meefing the requirements of the Florida Building Code. toga 3 Ble^ X i•9I8 3-surd 00MT_P.lMENSLQ1bI.S , e Width Length Thickness Ha,dVesoffit, P�S1GLd P�E2$Uft�RAI1tLG emsotnr Installation Design Pressure Metal Studs-5.6Dst - Nails at 6" O.C. (typ.) FAciDBCI QEytce6 m«nd7+aSw2tur4eiLeda ; SF ': as mul�eybgvrNhtYe Ftllad� 318" Minimum Edge Distance ,b f30c3rf•L'i No �2f 9 STME op ? 7i of aril 0 NQ6nJ�s9�EL%_�E ls_4F �NI~I�UDtsraLLATIo�oESAi1S�=s'�NAL �N rirlil ` `�` • All installation shall be done in conformance wfth this Notice of Acceptanik,''09ErfAre installation recommendations, and the applicable sedlons of the Florida Building Code. Soffit fastener, as • Metal studs where HardleSoffit, Cemsotflt will be Installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requiremefrta of this N.OA: ` • The soffit shall be installed over minimum 20ga, Nominal 3-eMw X 14/a" Metal C-studs spaced `";--- HardleSoffit, Cemsoffit • a maximum of IV O.C. [Note i] The soffit fastener shall be a minimum No. 8.18, 0.315" head diameter X 1-1/4' long* j ribbed bugle head screw ('or strew shall have at least 3 full threads penetrating metal framing) ffie fasteners shall be spaced at 60 O.C. at panel edges and Imermadiate studs,, the fasteners shall be driven Into metal studs located at 160 0-C. Fasteners shall have a minimum edge distance of 3f8" and a minimum clearance of 2" from / comers. HARDIESOFFTT, CF.MSOFFIT PANEL j INSTALLATION DETAILS METAL STUD CONSTRUCTION 20ga, 3 5/8" 4 1-518" Metal C-stud The wall and soffit frames are to be �---- designed by the Architect or Engineer of Record In compliance with the Florida Buliding Code, S,Jkar�AesHarc! James Handle Building Products, Ina 109ol Elm Avenue Fontana, CA 92337 TI PNL-PLKSOFF pate: 4124/2013 srM 11 OF 12 I Cladding Flaming • B ooln. . FReDUCPREVISED PRODUCT RENEWED 'a�cacplyiRtwiumaPloNY as complying with the Florida ddlee Bolding Code one }to S NOA-No. 17-0406.06 Exptration OS/01/2022 � 13Y M'. i q'pawrixrd I' Mlxm d Product Control f+ �N(ING • NOMINAL20GAUGE 3-5/B"X1-6/8"STEELSTUDSI6'O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED WITH 6/8' WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND SOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C,koma HARDIESOFFrr, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8.18. C.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-114' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAdE AT LEAST 3 James Hardie Building Products, Inc. FULLjTHREADS PENERMTING THE METAL FRAMING), PLACE 10901 Elm AVehue SCREWS 6.O.C. AT PANED. EDGES AND INTERMEDIATE ! _ Fontana, CA 92337 STUDS Phone:9093566300 5¢G FsomNO S RED Fax 909All-0634 A PAL-PLKSOFF 1 • Creator. E. Gonzales jSQkL.. 1°='d'-a" Date:41242013 ISHEET 12OF 12