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HomeMy WebLinkAboutNOADEPARTMENT OF REGULATORY AND ECONOMIC RE BOARD AND CODE ADMINISTRATION DIVISION NOVICE OF ACCEPTANCE (NOA) a 1. LUC1E COUNTY James Hardie Building ProductR REVIEWED FOR CO 1.0901 Elm Avenue DATE' Fontzna, CA 92337 PLANS AND PERMIT SIT - Sconl;: E OR NO INSF This NOA is being issued under the applicable rules ar documentation submitted has been reviewed and accept used iu vlianii Dade County and other areas where alloy This NOA shaA, not be valid after the expiration date si (1n Miami Dade County) and/or the A14J (in areas of product or material tested for quality assurance purpos manner, the manufacturer will incur the expense of st suspend the use of such product or material within their if it is determined by Miami -Dade County Product C requirements of the applicable building code. This product is approved as described herein, and has N including the high Velocity Hurricane Zone. DESCRIPTION: arrlie', "Cem" and "Prev APPROVAL DOCUiYIENT: Drawing No. PNLI Panel; Hardie lank, CemPlank Prevail Lap Sidin WoodNfetal Stud Construction", sheets 1 through manufacturer, signed and sealed by Ronald I.Oga Control revision stamp with the Notice of Accep County Product Control Section. NUAMI-DADE� COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 U`RCES `(RER) Miami, Florida 33175-2474 APR 2 4 2018 ST. Lucie County, PePff1 'MUST BE KEPT ON JOB 7ION(S) WILL BE MADE -egulations governing the use of construction materials. The by Miami -Dade County RER Product Control Section to be i by the Authority Having Jurisdiction (AHJ). A below. The Miami -Dade County Product Control Section r than Miami Dade County) reserve the right to have this If this product or material fails to perform in the accepted testing and the AHJ may immediately revoke, modify, or risdiction. RER reserves the right to revoke this acceptance, trot Section that this product or material fails to meet the designed to comply with the Florida Building Cede, ail" 1?laiu -s and Panels Fiber Cement Siding and Soffit PLK & SOFF, titled "HardiePanel, CemPanel, Prevail g HardieSoffit, CemSo -flit Panel; Installation Details 12 of 12, dated 04/24/2013, prepared by the wa, P.E., bearing the Miami -Dade County Product ance number and expiration date by the Miami -Dade FISSILE -I1tiTIPACT RATING: Large and Snall Missile Impact Resistant LAB LI>`TG. A permanent label with the manufacturer's name or loco, Plant City, Florida and the follo-Mn- statements: "ASTIVI C 1186 Type A cbmplian. and "Miami -Dade County Product Control Approved- is to be located on each siding plank or panel and per FBC 1710.92 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after arenewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this producL TERIVEENT a T JLON 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 terminaticm and removal of NOA. AD trE RTISEt WNT: 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. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be ai ailable for inspection at the job site at tile request of the Building Official. This NOA revises NOA # 17-0406.06 and copsists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned. above. I The submitted documentation was reviewed by Carlos IDYL Utrera, P.E.. uwiAiu•an ae ovuv t7r t _ �140 17 0821:21 Espiratton Date 1ViayMl, z02?. l � THESE PLANS AND ALL PROPOSED WORK 4RE SUBJECT TO ANY CORRECTIONS iEQUIRED / I f Z���t7 Approval Date: November 30, 2017 Page BY FIELD INSPECTORS THAT CONCEALED FASTENERS Off ATTACHMENTS MAY B WITH ALLL ARE THE E ABLET FILE COPY APPLI CODES. CONTRACTOR OR1R CORD James Hardie BuiidinQ Products. Inc. 1. EVEDENCE SUBMITTED UNDER A. DRAWINGS "Submitted under NOA # 1 1. Drawing No. PNL, PL K & SOI HardiePlank, CemPlank Prevail Installation Details Wood/Metal 04/24/2013, prepared by the man P.E. B. TESTS "Subrtted under AVA # 13-0311 1. Test reports on 1) Uniform Static 2) Cyclic Wind P: along with marked -up drawings and HardiePanel, prepared by Into 100733361COQ-004, dated 08/2 sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-072 Laboratory Report Tes I ATI-16423-1 PA 3. ATI16423-2 PA 4. A T 116423-3 PA C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. Miami -Dade Department of E. li,Lk TI_?R><AL CERTIFICATIONS :t. None. CE NOAs '311.07" titled "HardiePanel, CemPanel, Prevail Panel; Siding; HardieSoflit, CemSoifit Panel; id Construction", sheets 1 through 12 of 12, dated tcturer, signed and sealed by Ronald 1.0gawa, Air Pressure Test, Loading per FBC TAS 202-94 essure Loading per FBC, TAS 203-94 nd installation diagram of HardiePlank, HardieSofit ,rtek Testing Services NA LTD, Test Report No. 612012, with revision 1 dated 04/25/2013, signed and Date Signature & 203 03/18/96 A. N. Reeves P.E. & 203 03/18/96 A. N. Reeves P.E. 203 03/18/96 A. N. Reeves P.E. tory and Economic Resources (PER) F. STATEMENTS `Submitted underNOA # 15-012?.04" 1. Statement letter of code conformance to the 5" edition (2014) FBC issued by Ronald 1.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. j I � itfe f2al7 . j Carlos M. Utrera, P.E. Product Control Examiner NOA No.17-0821.21 Expiration Date: May 1, 2022 Approval Date: November 30, 2017 E-1 I James Hardie Building Products, Inc. ' I 2. NEW EVIDENCE SUB'V J TTED A. DRAWL 1GS L . None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUAI�ITY ASSURANCE l . Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Drone. F. STAI ENIE' NTS 1. Statement letter of code conformance to the 6 h Edition (2017) FBC and of no financial interest issued by Ronald I.OgaNva &; Associates, Inc., dated 07, 30/2017, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0821.21 Expiration Date: May 1, 2022 Approval Date: November 30, 2017 E-2 WALL. L1 MGTN Stud Spacing at 16" Q.C. o.__ , I , erc4Xk.:: WALL ..1153, t�,.'' � 11.07 .l PRODUCT RENEWED _ an complying with the Florida Building Code NOA-No, 17-0406.06 PRODUCT REVISED as complyyingg with the Florida Euliding Qodo NOA-No. 17-0821.21 Expiration D o— 1/2022 ey Mla`mGb ro uet Centro a NW MlNrnum ridge t�istan sat 1S' c�.C• (tyre.? Mote ? as described in Panel fastener, as described in Note 2 Hardi-Panel, Cempanel, Prevail panel Siding water--resRstive barrier per Morida Building Gode Swoon 1404.2 Slid" thicl: 16 ply APA rated plywood sheathing fastened in accordarice vAth Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs the wail and soot frames are to be designed T by the Architect or Engineer of Record in compliance with the Florida Building Corte. P�QQUQ [?�ON = SEE NardiePanelA CerepaneM, & I)STA'•i- A prevailz Panto Ming materials are nonasbestosfiber-cement products ,,• 1� srs., mtokJ 5 "*j APA rated tested In accordanm \s(dSi ASTM i plyw=d sheathing in C1186 Grade 11, Type A and rn eedng. �accoaiance viriitFlorida Buudrg Code Section the reryuiremerirs of the Florida Building Code. 23s2.3 PRA LNE QJ r--t JPN-S Waicme-Oslive Width length Thickness �ba*rper 1%rida 4 8,9,1ty 511u, Building Coda Section 1404.2 PRF-P-% 9RAT—Mq X X 4" 5-11-F Installation Design P>essu' stood Studs Wood Studs 76 psf Mrdiepanef, impact Resistant -- Planks instatted over 518" thick 15 ply SE T�QN 8-S campariel. Prevail Panel APA rated plywood sheathing Siclirig FP t9� CMP�1��-PTtE_V_/- Q�Ar��,a�L��N(3 iNS�t�Otd D1YA14�� • All lnstailatior> shall bo done in confonnanee with this Notice of Acceptance, the mariirtaaturet's —'rnstaitarien recommendations, and the applicable section, ofthe Florida $ttilding Code. p Woocl studs where Hardiepanet, Cempanel,-Prevaii Panel Siding will -be installed shall be designed by an Engincai or Architect per the Flotlda Building Code and the requtrrmunis of this- - N.OA K Moto 11518' thick/ 5 ply APA rated plywood sheathing shall be attached to the surds in accordancewith Florida Building Code Section2322.3, • The siding panels shall be installed over 918" thick 16 ply APA rated plywood sheathing supporter by a minimum of2"X4" S-P-F wood studs spaced ti maximum Of 1W Q.C. ■ [Nate 2; The siding panel fastener shall be a 2" lorig, 0=' head diameter, 0.09x' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced atW O.C, at panel edges and intermediate studs; the fasteners shall be driven through the 518" thldk 15 ply APA: rated plywood: sheathing into wood studs located at 1&' O.C. it Fasteners shall have a miplmum edge distance of 318" and a minimum clearance of 2" from comers. Creator: E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INMI.I.AXION DETAILS WOOD STUD CONSTRUCTION James Hardie building Products, Inc. jo8D1 EimAvenue Fontana, CA 02337 A PNL-PUC-SQFF MAE 112- - •il o- Date: 4124120/3 anew 1 OF 12 Fastener Spacing per Florida I /r Cladding Building Code.Sectlan 2322.3r� 1.---16.0011)• • {{ \ f # Framing i�temat/:04=11 Fastener 8pacir per Florida I Sheathing .a «a.�i wi1TtiY>C [3uiiding Code Section 2322 3 Bolting Code ! � . PRODUCT REVISED • • ( 4t1 ""or" In with the Florida' • PROi3i1CTk1;VLSt� PRODUCT RENEWED auildrnao�• aecoa>pgwldlthtilgrid. as complying with the Florlda x NOA-No. 17.0821.21 BailditCo& .� r Building Code ti ti Explrntlon - 0sro'112022- ••-- > � /!'� _ NOA No. 17-0406.06 • i BY Explratian e06101 2022 _ S� ' CC hllam d '�'rodu • Idiarttir Prodnat(7etltrul By I•� �• Fed `�-- -- Mlaml- a-44irdifuct Control ! I F�.•" 1 1 ill .ER- AM&Q WITH3-NOMINAL2" X 4" S•I =1= WOOD STUDS 16" O.C. FAD { F.h[ED FOR METAL AND WOOD STUDS, PROVISIONS FOR D)APHRAOM ACTION AND GRAVITY LOAD ARE WITH 3-1/2. N COMMON NAILS (2 PER TOP AND 140T PART OF THIS APPROVAL (MUST hRQVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) • x THE WALLANO SOFFIT FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA nUILDING CODE -HEAMHING ■ NOMINAL 5/6" THICK/5 PLY APARATED PLYWOOD HARMEPANEL, CEMPANEL, PREVAIL PANEL SHCATHING FASTENED IN ACCORDANCE WITH FLORInA 11JS'i'ALLATION DETAILS WOOD STUD COMSTRUCI ON BULL LNG CODE SECTION 2322.3 • @ I W-jim lri .lames Hardie Building Products, Inc, THE PANEL IS FASTENED WITH 7 LONG, 0,223" HEAD DIAMETER, NOW..'•' SHANK DIAMETER, CORROSION 109U i 1z11ft Avenue RESISTANT SIDING NAILS, PLACE NAILS 6° O.C. AT R Fontana, CA 92337 PANEL EDGES AND IWERMEDIATF STUDS ne: 909 3fi6w6300 ~� 6' B FBCIA r,YS OWO NO RE' Fax9QB 427-0834 A PNL-PLK-SOFF Creator: E. Gonznies soap! I • pats; 4124/2013 Iswu 2 OF 12 vJAu. PRODUCT REVISED as comp)yyingg with tho Fronds Bulldtng Codc NOMNo. 17-0821.21 Eupiration pye_95101/2022 R WALL LENGTH — Stud Spacing at 16" O.C. i1 3/8" Minimum is tr�rrr.... I OGA" �'r��� tl tqt �- i STATE Q �� S � SEE Tz mu�4�sr-BIMP14 DEFPIlLA HardlePanel0, Gempane*, & PPeyai[S _ Panel Siding materials are nonashestas + +M ply t�CA reteri fiber cement produc+s tested In piy�aoori ;;he3ihirr� hLste�ed accordance vfth ASTM C118$ Grade tl, \i I�to metal stuns As described Type A and nleetinp the requirements of ;n Not© I the Florida Building Code, PQN.1K"-0.9M- N$ weler•reslstive Width LengtR Thldmess bardecperF(orlda A' 8,9,101 r�10■ 9ullding Coda Section 14041 pESIQN�3ESi'.ATIl� installation Design Pressure .2%a, 3.8/8"X 1-va° Metal Studs -104 psf Metal C-sturl l� -Fill III .1i Hardlepanel, Impact Resistant-- { �r-- ,S.C�'11011-r S Cernpanol, Panel Installed over 5/8" thick 15 ply Prevail Panel APA rated plywood sheathing Distance ; tells at ti" Cy.C, (typ) Siding Sheathing fastener, as . REV SED described in Note I. g xi u�Fkfrida ` tab \� Panel fastener, pG doecribed in i-_ %-C Note 2 { I t HerdioPane!S Siding 1 >~ I water-resisvve barrier per Florida Building Coda Section I 1 L 518" thlok / 5 ply APA rated PRODUCT RENEWEDplywood sheathtngfaateried as complying with the Florida to metal studs as described Bullding Coda NOA-No. 17-0406.06 in Note I. Expiration By 05101/2022 20ga, 3.5/6"X 1.3/8" Metal C•stud The wall and soffit fraitles are to be designed oduct Control by the Architect or Engineer of Record In compliance with the Florida Building Code. )d� �' ?�CEMPAHO� ��PL1 %LSIhI1JCa i�`iS1 �pN—D—E�LS t ' AU Installation shall be clone in conformance with thin Notice of Acceptance, the manufacturer's Installation t=mrnendations, and the applicable sections of the Florida Building Code. Metal -studs whem HardieP-anel,_Oempanel, Prevail Panel Siding will be installed shall be designed by an Englneer or Architect per the Pi6Hda Suilding-node-and-therequirements of this- N.O.A. ■ ENoce •115/8" think 15 ply APA rated plywood sheathing shall be attached to metal studs at S''oc at panel edges and all intermediate supports using a No.8-18, 0.316" head diameter 1-114" tong bugle head screw The siding panels shall be installed over 6/8"thickl5 ply APA rated plywood sheathing supported by a minimum 20ga, i4ominal 3-518" X 1-501 Metal C-studs spaced a maximum of 18" O.C. . ■ [Note I The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8' long" ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating mQ#al framing); the fasteners shall be spaned at G' O.C. at panel edges And Intermediate studs; the fasteners shall be driven through the 518" thick/ 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. r Fasteners shall have a rfilnimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPAidEly PREVAIL PANEL iNSTALLATiON DETAILS METAL STUD CONSTRUCTION Jai -not; Hardle Suilding Products, Inc. 10901 Film Avenue Fontana, CA ta2387 A I i PNL-PLK-SOPF 11 0rc atnr; E. Gonzales iscaL5' 112" c7 T4Y' I Date: 4124/2013 isHES'r 3 OF 12 PRODUCY' RENEWED as complyying wlth the Florida Building Cade NOA-No. 17-0406.06 • T 6cplratton teQ6/04/2022 6.00in. QV � . PRODUcrREMM moumplyntawithihtf3alS t ---U -ice c=— -- quocpaamcallbu !a '�� � � '% scgimYmn Ey tvlianu ndcPco.•ktti�skt�L Cladding PRODUCT REVISED i+-----16.00In. as aomplying with the Florida 1 tsulldln� Code : cplraflou Dui �SilQil$Q2� ey I. �• Mla�n o uet Control I I % II I' I , �' I � 5heathing I I•I ' 1r1 I I . II II I I•I Evl lei VILM14cr REV &S n %1.1 1 • I �%tt• ->� o V(wN;yI"a wish tttt: t4laciA+t STA 1.1 ,•I FCOR1��` �� I I , 1 �„ sl��A�-• 1 M014S • NOMINAL 20 GAUGE 3-5/8" X 1418" STEM- STUDS 16" O.C, FAS11wMM WETH 518' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENQINE5R OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE sJjF�Z1'.i!!v� ■ NOMINAL 61811 THICK 16 PLY APA RATED PLXWOOD SHF.,AI'HING TO METAL STUDS AT 6" OC AT PANES. EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.6-18, 0.3113' HEAD QIAML- fERX 1-1W LONG BUGLE HEAD SCREW THE PANEL IS FASTENED WITH NO. BAB, 0.316' HEAD DIAMETER 1-6/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6° O.C. AT PANEL EDGES AND INTERMEDIATE STUDS FOR METAL AND OD STUDS, PROVISIONS FOR 1)1ApvjRAm AcwN b GRAVITY LOA13 ARE NOT PART OF THIS APPROVAL (I1lUST PROVIDE ALl"GRNATE PROVISIONS FOR THESE LOAD$ HARDIFPANEL, cEmPANEL, PREVAIL PANEL INSTALLATION DUAIIS METAL sTuD coNSTRUCTION James Hardie Building Products, Ino. iow Eim Avenue I:ontana, CA92337 9 Inonti: flax 909-427-0634 A PNL-PLK-SOFF I , Creator: E Gonzales sou 1"+� !`0"� Date:�12.41.A13 sl+cti?r ��OF 12 WALL LENGTHPRO QM-nmM1ffl]-0X ALL HardlePfankikl � p Cem ianM, & Stud Spacing at 1 SI;TNL " O.C. + DA Prevail® Plank Lap Skiingmat0ais re non��i}9fibJS �Fii'-[ t9171Nnt i I WALL 1_ PRODUCT REVISED as comply F with tho riorida 3/4" Minimum f3ulldtb® Code NOA-No. 17-0821.21 ExpirationPA00 0510112022 r 400(gtying wits~ LT i\ PRODUCT RENEWED as t:Oroplyin with the Florido Building Ca 9 NOA-No. 1 r-0406.06 is Edge Distance She4iIrlg-fa-iAener, as descHbad in Note 1 sid'mg fastener, as described in Note ' liardieftnk, Camplank, Prevail Lap Siding Water -resistive barrier per Florida Building Gods. Section 1404.2 J Y`` 518" thick 15 ply APA rated plywood sheathing fastened '---.in accordance with Florida Building Code Section 2322.3 Expirationte05101/2022 2" X �4" S-P-F Wood Studs .Zr9 the wall and soffit frames are to be designed Dy by the Architect or Engineer of Record in Miami iq a Product Control rainpllance, W.th the Florida l3trilding Code. ithing in ASTM C1185 Grads lly Type~ A end � �rdancawilh Itie+3ting the retluii imetltS of the r-inrtrtn ki,tirli'm Code. Ida Building Cede ' tian1.322.8 Walet-tesisttve Width Length ThlcknesS bertier por Flortria s9-1I2" 12' 5110, Building Code Sedon14042 2" X 4" S-P.F instailatiort Design Prelsure Wood Study Wood Studs -02 psi tap Sitting Impact ResiStsnt-- Planks lnstal.:d over 513" thicic 15 ply 1-114' Jail X s iv APA rested piyvjood sheathing thick start& strip 11�LA[EPLAi<Ii C (PLA�IKx�IZ�V�i,L4U11'_wxD�C� J 1 rJ31-1-L+3 A>~7ML$ iHnstaRaiion shall-b �dane in confarinance vrifh this Plafice of Acceptance, the manufacturers instaifatian reGommendallons, an hd ti ae pplicebte >ieaii4ns offhe-Florida_- u lding Code. Woad studs where HardiQPtank, Cemplpnk, Prevail l.ap Sitting will be Installed shalrbe dosigned-hy-on- Engineer orArchitect por the Florida Building Cade and the requiremerds of this N.O.A. [Note 11518" iltick 15 p!y AI'A rated Rtjrtvdod sheathing shall be attached to the studs In accordance with riorida Building Cade Section 232P.3, r planks shall be applied horizontally commencing firom the i)ottoltl course of the wall with 1 i/4' wide laps at the top of the plank such that the exposure area Of each plank Is:' &114" vertic:atly. LNote 21 The siding fastener shall be a 2-Elz' long, 0.223" head diameter, 0.092" shank diameter, corcostarrmistont siding nail; The siding Is fastrsrted 5 8-114!, Q.C. vertically slid 1gr�hinofasionelys fasteners are driven into wood studs through SM" thick / 5 Ply APA rated plywoodg. are placed In the overlapping Area approximately 3W from the bottom edge of the overlapping plank. vertical joints shalt be placed over studs. ■ lire planks shell he Installed over 5/8" thick 15 ply APA raped ptywoud sheathing supported by a minimum of 2"X4" &P-t- Wood studs spacad a maximum of 16" O.C. ■ Pastepers snail have a minimum edge distance of SIN, -1ARDIEPLp;N-KjtEMPl-ANk,_PREVAIL LAP 5_IDING TALI.A71t)N RVAILS WQt�D 5ft b mRSTRU.Ci'1QN .' James Hardle Oullding Products, fna. 10901 Elrn Avanue Fontana, CA 9233T A , f PAIL-PL.1(-,S0FF Cilmator;13.Gonzales Ism - 1/21,=i11.0" 1' Date'.412412013 jsrlEfiT i30F1z REV Fastener$pacing per Flofti Building Code 5ecilon =2-3 PRODUCT CEVISED I as eomplyinwith the FIDA00 Building t:orfie + NOA-No. 17-0821.21 expiration,pVa 06/01/2022 PRODUCT RENEWED afi Complying with the Florida Sullding Coda ..._.- ._ NOA-No. 17-0406.06 0.75in -.... ' E1M3xyiapm ntPe6/04/2022ttakControltr w aomylyiagwiNttUaA�9orz�t 5fl.25fn, � :"gat xJc ihrad�ct C.a F AMING ■ NOMINAL T X V S-P-F WOOD STUDS %' O.C, FASTENED WITH Z41Z 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) * THE WALL. AND SOFFIT FRAMES ARE TO BE DESIGtiNED SY ThIE ARCH(TECT' OR 5N61MEER OT; RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE $E>�:!'.i�lht i w NOMINAL6/8"THICK/ S PLY APA RATED PLYWOOD SHEATHING FASTEN80 IN ACCORDANCE WITH FLORIDA BUILDING CODS SECTION 2322-3 -CLAD PLANKS•OVERLAP 1-11T r THE EXPOSURE tS sl3-1/4" ■ TAE .PLANKS ARE FACE NAILED Willi 211T LONG, O.2MS° HEAD DIAMEI` yR, 0.092" SHANKOIAMETER, CORROSION RESISTANT SIDING NAILS,' PLACED 3W UP FROM THE BOTTOM EDG2 OF THE PLANKAT EACH STUD LOCATIOP 16 In. 0 I •. Fastener Spacing per Florida Building Code Sectlah 2322.3 .I Cladding Framing . SheaUi�ng b Y % PPRMUCT REVi ISED Bia+dd� I • \��,'Mo.. S • ; — ocrowp! � w -may / * STATE OF ORM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND AD ARE NOT PART OF THIS APPROVAL. (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) _ t?ARDtEptANK ZGEMPLANIC, mr-vAii. LAP SIDING clfSFAIEI�C{0! pizTAil S 11U[7C?a-sTlft? :TON James Hardle Building Products, Inr- 10901 Elm Avenue Fontana, CA 92337 3hone:9llM-358-5$00 size VIZ. d n mNO REV Fax 809.4?7-0634 A PNL-IaLK-SOFF } Creator: E. Gonzales WALE t° A i'-0" oaL;; A/?AI20t3 JsZr 6 l7F i2 WALL HEIGHT 2t 16' U.C. -r T.. ....__._...w_�._._....�_.-1.1................ - Z �- ._ ..... _ ..,.... ' vt:e i lvti �. rp t t Ca tvdi w - PRODUCT REVISED as consplyinp with the Florida tuilding Gode NOMNo. 17.01321.21 Expiration prAe 05/01/2022 3PP, Minimum Edge Distance ow" ridst SEE Nails at W, D.C. �typ•� �''rsrrfs/A1;qWM t w MODU�T I _ tMQH HardlePlanIO, CemplankG, and M-chick/s ptyAPA Pravallt PlanicLap Siding materials ;h cod are nonusbestns f9 r carnen*_ sheztNnn fustanwd produc,4s twisted In ocwrdanc�a Mth io metal studs as ASTN1 C1 4.85 Grade I1, 'Type A and dpscttbed In Note 1 meeting the requirements of the Morlch Sulding t odo. WateMeaistive battler per Florida FIJkRK 17tM L�t'1_ nuldlnq (cde Width Langth Thickness seetlon 1404.2 S 0 )12' 6/16" .24ga, 3-St$"X I1 Fjr Metal catud Installation Design Preaeure Hardk:Plank, Metal Studs -92psf 'Complank, Prevall Lap Biding Impact Reslstant-- 1.11,r tali X 6118. Planks installed over S/0'thick / 5 ply thick starterstrip APA rated plywoaii sheathing ot All installation shall be done in cortformant*with this Notice of Acceptance, the manutboturer's installation —Sheatlring-fastener,-ss—rec*mmendstions,_and_tho described in Notre 1 applicable sections of, tira Florida Building Code. . Nietai studs where HardlePlank, CemplanK PrevaliLifp-Siding vM!I-be irstalled-shall-be-deslgned by an- -- Engineep or Ar6hitect per the Florida Building code and the requirements ofthis N.O.A. . - [!Vote 11 S/8" thick 15 ply APA rated plywood sheathing -shall be of achad to metal studs at 6" oo at panel Siding fastener as edges and all Intermediate aupports using a No.8.18, 0.31& head dlarnstsr x 1-IM long bugle head screw described in Note 2 ' Planks shall be applied horizordeily commencing from the boftont course of the wall with 111V wide laps at the top of the plank such Ihat the exposure area of each plank is 48-114" vertically. a ENote 21 The siding fastener small be a minimum No. N18, 0,316' heart diameter X 2 ihf long'` bugle head HwdlePlank, screw over metal studs (nor screw shall have at least a frill threads penetrating metal framing); no siding is fastened s 8-1f O.C. vertically and 16 4.G- horizontally; fasteners are driven Into metal stws through 518a - - Csmptank, thick 15 ply APA rated plywood shetathfng, "fasteners are placed in the overlapping area approximately 314" Prevail L0P Siding from the bottom edge of this overlapping plank f Vertical joints shall be placed over studs. Water -resistive The planks shall be Installed over 5/8" thick / S ply APA rated plywood sheathing supported by a minimum ba Florida 20ge, Nominal 3-5/8"X 1-541 Metal 0-studs spaced a rpaxlmurn of 16" O.C. pot Building Code * Fasteners shall have a minimum edge distance of 3101, � section 1404.2 HARDIEPLANK, CEMPLANK, PRNAIL LAP SIDING 1ICT L5/91thick / 9 ply APA rated INSTALLKrioN DETAiLS METAL STUD CONSTRUCTION PRC RENEWED plywood sheathing fostensd to James liar -die Buld'mg Products, ino. as complying with the Florida metal studs as describers iry Building Code Note 1 - ! 10801 Elm Avenue p r1g f1 1 NOA-No. 17-0406.0f3 r Fontana, CAl32337 Expiration 05101 /2022 20ga, 3-5/8" X 1.5/8" Metal 0-stud PQW. 909.356-6300 size Fsu�t tso owe No r r The wall and soffitframes are to be designed Fax 909+47 634 A PNL•PLK SQFF isy Miami-D I fidA Prodlict Control by the Arol,itect or t`nglneer of Record in compliance with the Ploflda Building Code. ^Creator., E. Gonzales MALE t/2" 4 1-011 Dafa:4/2412013 sheet' 7 of 12 PRODUCT REVISED as caenplying wits► the Florida oullding Coda NOA-No. 17-0821,21 Expiration DAte 05/0112022 My 6.001n. PRODUCT MIEWED as complying with this Florida Building Code KDA-No. 17-0406.06 Expiration q te05/0112022 sy- Miuml u Product Con(•ral ED— m WmP1yimWiii1 dfc £ac 163 anikliqCM& Aria &� 314-6 !0.zn. ' �2A�tJG ' NOMINAL20 GAUGE 3-518" X I-M" STEEL STUDS 1W O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO 5E DESIGNED 13Y THE ARCHITECT OR ENGINEER OF RECORD IN COMPUA14CE WITH THE FI,01110ABUIL,DING CODE NOMINAL 518r THICK 15 PLY APA RACED PLYWOOD SHEATHING TO METAL S'TUbS AT 6" OC AT -PANEL EDGES AND ALL INTERMED[KrESUPPORTS U831NG A NO.8-18, 0.315" HEAD DIAMETERX 1-114' LUNG BUGLE HEAb -SCREW CPJDJN— Y PLANKS OVERLkP 1-1W • THE EXPOSURE IS S 8.1/44 THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315" HEAD DIAMETER X 2-114" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL. NAVF AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 314" UP FROM THE BOTTOM EDGI OF THE PLANK AT EACH STUD LOCATION In. / '1-\ P"Isp" ' 1 0'.V tb ft Flo" Ma LE O -I r— LA e Fcrdwd�"�n1 • C;adding Framing Sheathing 't�l �,�!llrftiriyj,A , `i06tt a ti Np. 121 y J v FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM Amt i AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PR0ViSION6 FOR THESE LOADS) HARDIEPI,ANK, CEMPLANK, PREVAIL LAP SIDING } INSTALLATION DETAILS ME17ALSTUD CONMUCCION I (B I * Jamos Hardle. Building Produats,.Inc. 10901 Elm Avenue 1~ontans, CA 92337 Fa Qne 8 9.3, -8300 size Pscaano utiuiim Rev P'ax 909 427-0634 A PNL-PLK-SOFF 7 Creator: E. Gonzales s=c- 1" a 1 -0" riatcc 4124/2013 sneer 8 OF 12 B PRODUCT REVISED 6 as complyin with the Florida tiuieding Code NO/,No. 17-0821.21 Expiration,ftte 05101/2022 WAL.Li.UN lti -- SEE t'1�4 ?tt D f t�Tt�t}St Stud Spaoing at 143" O.C. Hardie8offiM & Cemsoffrt6sl msterlals are 1 I nonasbestou fiber -cement products tested In - - - _ F --� , t s000rdanr- �Aith ASTM 0,1186 Grade 11, Type A _ ...... i and meeting the rernsirements otthe Florida ii t I 1 Building Code. �.i i 1" f'1 "s' f' ��r•�f1- rnMFnf�it�tdq .k i•! ! {• 2" X 4" S•P-F Width Length 11-ildkness Wood Studs l ¢ i HardieSoffit, installation Desfgn. Pressure ' camsomt Wood ^utuda -70 psf Malls -at 4"O.C.(typ•hteyDUC1'F.uvmED 1Pamuc'rm— Lsw 318" Minimum Edge 0tstance With «�riTMs Suhding coax . i#ilEddt>g CQ& A No, 3&W-0ductuorr1roll PR6DUCT RENEWED , as complying with the riorida 1 Building Code NOA-No. 17-0406.06 �"- Expiretion 0510'112022 i By Miami- u e Product Control�r Soffit fastehar, (As described in Note 1 HardleSofilt, Camsoftit M€nliflUm 2" X. 4" S.P-F Wood Studs Tho wall and soffit frames are to b8 designed by die Arollitect or Englneer of Retard in compliance with the Florida Building Code. v No. 21 3 -4 -•. STATE OF I�ARLy?>rs_OF�I_T_,_��.MSa�IJ..P�9.��J�.JtJ�XA_f-1..ZiTJ.QIILD.�1:8,1.� ��f'",rrrrrrrl�r y All installation shall be done, in conformana3 with this Notioe of Acceptance, the manufacturer's installation recommendations, and the appltoable sections of the Florida Building Code. Wood studs when; HardleFoitit, Cemsoffit will bs installed shalt be, designed by an Sngineer or Architect per the Florida Building Code and the requimments ofthis N.O.A. The soffit shall be Installed over rninImurn 21IX4" a-P. Wood studs spaced a mexlmum of 16" O.C. " [Mote 11 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.G. at iranel edges and intermediate studs the fasteners shall he driven into wood studs iocatpd at W O.C. Fasteners shall have a minimum edge? distance of 318" and a minimum clearance oft' from corners. HARDiUOFFIT, CEMSOFFIT PANEL INSTALLATION DETA1iS WOOD STUD CONSTRUCTION James Hardin Building Products, Ino, 10901 Elm Avenue Fontana, CA 92:337 NO A i I PNL-PLiGS0FF Crreator, E. Gonzales (se aLe3 IW- I-,W I Dote:41z412o13 f gmer 0OF12 REv PRODUCT REVISED PRODUCT RENEWED As comp inUq with the t+lorida . as Complying With the Florida aundtne ode Building Code NOA-No. 17-0621.21 NOA-No. 17-0406.06 Expiration Dee 05/0112022 Expiration Date 05101 l2022 ay --"j Mleml-D d Product Contra13y 4.00in Miarnl- r •Product Control ` _ lutebvcri>�sEnr pxapuc.rra>E� to c<,oiying wail the Niotirlr< At wu6 theixtaoi�a ( ilowwo cQ&ButidnogCotYx Aboc%vpw No .tezeptenn�rNo Q�!!f4% -t1 � ti Q •d . Expo oda. � -= - - - • � 1. - -i�rtYllta�i` -t t � '�L`OR4'af aeg� i�fde ih0�aet EMA IRIQ NOMINAL 2" X 4" S-P-F WOOb STUDS IW O.G. FASTENED WITH 3-'U2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNEOTION) • THE WALI" AND SOFFIT FRAMES ARF-TO BE DESIGNED BY THE ARCHITECT oP. eNQiNr;5R OF RECORD IN COMPUANCE WITH THE FLORIDA BUILDING CODE THE SOFFIT is FASTENED 1NITli 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIRING NAILS, PLACE- NAILS 4" O.C. AT PANEL. EDGES AND INTERMEDIATE STUDS Cladding 1 ,r Framing• t. tt,iifOFfill�yy �� GA I �4• STATE OF � ��N *; S1ONAk- t+ FOR ME'E'AL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF7HIS APPROVAL (MUST PROVIDE AiJERNATE PROVISIONS FOR THESE LOADS) r E4ARDIESOFFIT, CEMSOF) IT PANEL 114STAUATION DI;'IAILS WOOD STUD CONSTRUCTION WJame$ Hardle Building Products, Ina 10901 Elm Avenue Fontana, CA$2337 Pharle: 909 356.6300 size7- NO nftwo F ot909-A27-0634 A PNE: PLK SOFF Creator. E. Gonzales rcu c 1♦A 1%0" DRte: 4l24/2013 slli Er 10 OF 12 1 WALL i1=1Gt• i i PRODUCT REVISED ascam tying with the Florida Bu, ,,, Code hi, 17-0821.21 By WALL LSNGTH-- Stud Spacing at ,15" O.G. i.i 13PROiDUCT IRENEWE:D ? :as complying with the Florida is Building Code i NOA.•No. 17-0406.06 Expiration Da 05/01/2022 i.. i I By j lM1aMl -B.(d roduclt Control 1-77 Nails at G' O.C. Oyp.) 31e, Minimum sage Distetic e SE:F P-R4_D_UC7 QMCR- jP-11015i HardleSoiRte & Cemsoffl* materials !1C_fAtE.A are nonasbestos fiber -cement products ` t(,1sfed in arc.tsrdAhM Mth ASTibf 0,11135 Grad(s Il, Type Aand mGeting the requirements of the Florida Building Code. I 20ga.3-518"X1-518, Metmi "tud Width 1_enath Thicimess 4 V %" Fiardt85aint, s` Gerrsoftit PF.�G.J� PR�SI,,1RF RATItLt installation Design Pressure Metal Studta ••55.W _ _ I A 0 IKMODUCT REV %.0 PaODUCT MVIRRI) ew nomptyito Willi am no ft 8S V0 0yk* Wid1 *& FW*A "Width colt Atiatpte�vNo l3rn.'II•f1 ii i40oi0iclsms tbL.5 ..' • �`� . kl. Pt>x�aEE !~n!ts_t2�P�T_� t�k 1bL A�.i.9 L ? �A_11-","/VAL EWfill", * All installation shall be done in conformance wish this Notice ofAccepten6d, IAYJI {turaoturees Installation recommendations, and this applicabler eettons of the Florida Sullding Code. fastener, as It Metal studs when HardleSoffit, Cemsofdtwill be Installed shall be designed by an Engineer or ribed In Note 1 Architect per the Florida Building mode and the requirements of this N.O.A: i The soffit: shalt be installed over minimum 20go, Nominal 3-$18" X 1"5/8" Metill Gsluds spacod I IardieSoffit, Cemsofft a maximum of IV' 0.G. >, j bfa 11 The soffit fastener shall be a minimum No. "8, 0.315" head diameter X 1-1I4° long* ribbed bugle head screw (" or screw shall have# at least 3 full threads penetrattng metal ' ft2ming);the fasteners shall be spacad at 6" Q.C. st panel edgas and Intermediate studs; the fasteners shall be driven info metal studs located at 16" O.C. Fasteners shall have a rninlmum edge distance of 30 and a minimum clearance of Z from corners, HARDIESOFFIT, CEMSOFFIT PANRL INSTALLATION DETAILS MEr"AL STUD CONSTRUCTION f 20ge, &6/014 •I-E/8° Metal C-stud L'the wall and soffit frames are to be designed by the Architect oi• Engineer of Record In compliance with the Florida Building Coda: James Hardle Building iroducts, Inc. 1080'1 Elm Avenue Fontana, CA 02337 Fax.. 27•Q6$4 A PNL-PL.K-SOFF Creator, E --Gonzales saALl�11& a •Ili^ Bate; 4 112.412013 suer it of 12 �1 ii,00in 'a- 16.00ln.— -- �! Cladding IFraming PRODUCTREVISED • + • Bulidi 9lyodgewith tho Florida rn00 Nas an-No.0 d 17-0821.21 • 6xpirotion to05/01/2022 • By MYam o roduct Control pftWUCT R9VISED . PRODUCT RENEWED 'orcaagl ' widtibc YgEid<A =0ImCCik%"rk1g as complying with the Florida �iddng +yiaYya�rhiS�FEarid+s 1� suilding Code ap a trio a 1 1{Idivai aia HOA—Wo. �17--0406.06 � 1 � r��, ��.��-��'7 �Y,arY&A' AEX01ration O,Fi#gO510'U2022 w I's`p'mtl°pn �7 a �' u ••- -'�dnat�Cotaz -IC Ntlatni_a d Product Contra! ` laD, AA(� •'/�?y`�+ 1Z w .o :`•• aa??rLOO.Vs I, OUR MA*„h' NOMII`JAL 20 0AUGE-3.5/8" X i-5JV'STML 8TUD5 46" O.C. FASTENED WITH S/8r WAFER HEAD 80RCWS (2 PER TOP FOR MFI'AL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERMP 'E PROVISIONS FOR THESE LOADS) r THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED ~� BY THE ARCHITECT OR CNGINSER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE-------- - CI���CY- PIARDIMOFFC1'r CEMSOF-FIT PANEL THE SOFFIT IS FASTENED WITH NO. "8, 0.31V' H5.AO INSTALLATION MrAIIS METALS UD CONSTRUCTION DIAMETER X 1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENRTRATING THE METAL FRAMING), PLACE James Mardis Building Products, Inc. SCREWS 6" O,C. AT PANEL SDGF-S AND INTERMEDIKI'I: 10961 Mm Avenue S`TUDS ° Fontana, CA 92337 Fmc 809-427-0634 ,� A PNL-PLK-SOFF 1 Gre�ttor. E, Oori2ala5 sc� 1" = it6" Oft. 412412013 sHEar 12 OF 12