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HomeMy WebLinkAboutNOAtg03- C) RFcp-rFn MAR o�Tole MIAMFDADE Per MIAMI-DADE COUNTY a Z�9, ®op9 PRODUCT CONTROL SECTION ds Co�gtymortt 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORYAND 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 James Hardie Building Product, Inc. FILE COPY 10901 Elm Avenue SCANNED Fontana, CA 92337 BY SCOPE: St. Lucie County This NOA is being issued under the applicable Hiles 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 (AHU). 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 ormaterial 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 ofthe 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, RE, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: 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 1710.92 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 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 atthejob site at the request of the Building Official. This NOA revises NOA # 17-0406.06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.17-0821.21 Expiration Date: May 1, 2022 Approval Date: November 30, 2017 /1 r22,24 1 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted underNO.4 # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePauel, 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 #13-031L07' 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 263-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Ser%rices 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 01/18/96 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. /1017 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 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMTTTED A. DRAWINGS 1. _ None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6`s Edition (2017) FBC and of no financial interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I.Ogawa, P.E. t112/2,00 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 HEIGH WALL LENGTH Stud Spacing at 16" O.C. .� moo1 •� AoA iw ubr! .'c 7 k 1'rC. l j .oll.,� ��A�•\ RENEWED ad�I with the Florida Nails at 16' O.C. ' 318" Mihlmum Ed a gistatIM � � 17-0406.06 9 REVISED with the Flarida NOA-No. 17-0821.21 pwratron n_ gto 05/01/2022 By Nllnrn A- di raduet Control ,I MA Sheathingfastener, as described in Note 1 �� Panel fastener, as described in /`. Note HeemPanel, Cempanel, Prevail Panel Siding Water-resisflve barrier per Florida Building Coda Section 1404.2 51a" thlol" 6 p y APA rated plywood sheathing fastened in accordance with Florida Building Code Section 23223 2" X 4" S-P-F Wood Shuts The wall and sofrt frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. D r5.121P'nON SEEPRQQIIiC]' HardiePanaM. CampaneM. & DETAILA prevail® Panel Siding materials are -`T-- nonasbestos fiber-rement products Bla"ellckid ply APA rated tested In accordance with ASTM j`Rk� plywaodshestning in C1186 Grade 11, Type Aand treating. accordance wAn Florida the requirements offt Plarlda \' Buld'ng Code Sedon Building Code. y 23223 Water-resieffn PANELI MF.T�I;JM tr Width Length Thickness •`` per Florida .p 8,9,10' 5116• Boarder a t Sedlon 140a.'t J�F,S]¢N PRES5, 9 RAT(Nrx 2'X4"S-P-F Installation Design Pressure Wood Studs -78 psf Vfood Studs r HaNiapanel, impart Reslstank— Planks Installed over 5ie" thick 15 ply PLQg C `�D Cempanel, APA rated plynemod sheathing Prevan Panel Siding N9 > PAr9Ek CMN.a�BA� PANF� WKQ 1NnTAUA MP—MA-1l • All irstallationshall be done in eontamonce vMh &l Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections ofthe Florida Building Cdde. • Wood studs wnere HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Coda and the requirements of this N.OA • yAm 1] Sir thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance With Florida Building Code Section 2322.3. APA @ pl ood sheathing supporter • The siding panels shall be Installed over 516" thick / 6 ply yw' by a minimum Of21X4" S-P-F vmod studs spaced a maximum of 16' O.C. • [Note 21The siding panel fastener shall be a 2' long, 0223" head diameter, 0.092" shank diameter, corrosion resistant siding resit; the tOstensrs shall be spaced at6' C.C. at panel edges and intermediate studs; the fasteners shall be driven through the 618"thick t 6 ply APA rated plywood sheathing Into wood studs located at W' O.C. • Fasteners shall have a minimum edge distance of ate' and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTAUAIiON DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10e01 Elm Avenue Fontana, CA 92337 FNLrPLKSOFF Creator: E. Gonzales souls 11Z' =1W I Oate:412412013 ifillm 1 OF 12 a Fastener Specing per F rlda Building Code,Sact[on 2322.33 •[titanUci'RBV1sen y Faste �ngper Florida L! a a°�9'b�B wit4thrilwi#+r Building Code Section 2322.3 BKldiap Com , I I, t 'gongnmwc IAD f 2 E •tiH , Pmdan I I I �' rrlrryi II REVISED Iti will, th•Flodda' pROO11LT ti£•115L•33 PRODUCT RENEWED •I Ni ' VYma�` as Complying with the Fiorldn I •, 17-0021.21 RgOding Code ,� l� Building Code to 05101/2022 ��'0'•p^NOA-No. 47-0406.06 x I' 'v F4o ucuc anvol ExPiratlan e05/0112022 I I ti At••I Ry • .Irmmi pradvacenuni BY I'I L�O'•:F(1 Mlaml- a duct Control I• I A(Csnlo 't!r FJ�T9MITL� • NOMINAL 2' X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-'(@' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNEOTIOM r THE WALLANO SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING. CODE $_H£A�HIN�a • NOMINAL SWTHICK/ 5 PLYAPA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA OUILDNG CODE SECTION 2322.3 %Anmha • THE PANEL IS FASTENED WITH Y LONG, 0,223" HEAD . DIAMETER, 0.0921' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing 1 t y FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE 140T PART OF THIS APPROVAL. (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDICPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Handle Building Piodusts, Inc, 10901 Elm Avenue Fontana, CA 92337 FeX909.427.0634 A I I PNL'PL.K-SOFF Creator., E. Gonzales isma 1" u T-W • DaU! 4f1A/2013 ISHEff 2OF 12 1 PRODUCT REVISED as complying with the Fioddu Building Code NOA-No. 17-0821.21 WALL LENGTH—�-ry Stud Spacing at 16" O.G eq - e with ozo-ft Floddnnips IJ .I Hl B PEWJ- to PRODUCT RENEWED as complying with the Fiortda Building Code MCA -No. 17-0406.06 3/8" Minimum Edge Distance Naas at 6" D.C. (typ.) SheSthing fastener, as described in Note 1. Panel fastenar, as deecribed in Note 2 HardlePanelO Siding Water-reslstive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ge, 3-618"X 1-5/8" Metal Cshrd The wall and soffit fralhes are to be designed by the Archltaot or Engineer of Record in compliance With the Florida Building Code, SEE DETAILA -T •. RwnuCT DPSCRII' jOK HanilePanel®, Cempanel®, & PFevalloD Panel Siding materials are nonasbestas a'inick/S ply MA retell fiber -cement products tested In W8-tPlywis /5plyngfastened accordance with ASTMC1158Grade 11, V,,:;-„/ , !o metal stods as dascnlied Type Aand in ptheequtramanls of -;� •" _ � m Nore 1 the Florida Building Code. c .. ' Wateo-resrstive ?&NF.1„JZINl�.�tvJQN;iz Width Length Thicmess 'q� benferperVarida 8,g,10' 5118" ? ; Building Code i SaCllon 1404.2 G pE51_O_N P_Sf=aS.UB� Ik9TJId_ - Installation Design Pressure toga, wa" X 1.618" Metal Studs •104 psf Metal Cdtud ydill FlarrllePenel, ImpactRaslstant- Panel Installed over fa8"thick /Sply BCFT1olYtLB Gempanal, APA rated plywood. sheathing PrevaQ Panel SWing • ' AG Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation rerammendations, and the applicable sections of the Plarlde Bullding Code. • Metal studs where HardiaPanel, .Cempanol, Prevail Panel Siding will be installed shall be designed by ah Engineer or Architect per the Florida Building Gods and the requirements of this N.OA • [Note 11 SW thick 15 ply APA rated plywood sheathing shall be attached to metal studs at Woo at panel edges and all Intermediate supports using a No,e-18, 0.31W head diameter 1-114' long bugle head screw • The siding panels shall be Installed over 618"thick /6 ply APA rated plywood sheathing supported by a minimum 20ga, Nominar 3.518" X 1�518" Metal C-studs spaced a mwdmum of 16" O.C. • [Note 2] The siding panel fastener shall be a minimum No- 8-18, 0.315" head clameter X 1-51W long' ribbed bugle head screw (`or screw shall have at least 3 fun threads peneto-Angmetal framing); the fasteners shall be spaced at 61 D.C. at panel edges and Intermediate studs•, the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs'looatod at 16" O.C. • Fasteners shall have a minimum edge distance of3/8" and a minimum oleshince of 2" from comers. HARDiEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardle Building Products, Inc, 10901 End Avenue Fontana, CA =7 PNL•PLK-SOFF Creator. E. Gon2zles Ise Lg' 1Wq T.a" I Date. 4124f2b13 ISHEsr 3OF 42 8.00in. . I I• � I PRODUCT RENEWED as complying with the Florida Building Code Now -No. 17-0406.06 T brplratlon tri06/0112022 g 1pp`n, B„ L . ' P60DUCi'8EV1SID 04 �ro{aShaa wl9hihc FLmet�. AhzcgmamNo . pgyrhWonDrmc i / % II I' I I S.00In- I I Ir II II I' II PIlMj=IXEVIsED ' e'.ns with Fir 5 NY /4odaA a"-J—NP- NOMINAL 20 GAUGE S-WV' X 1.51W STEEL STUDS IT O.C. FASTENED WITH 6I8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AHEATHINCa NOMINAL. S/8" THICK 16 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT G' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NOA-18, 0.315' HEAD DIAMETER X 1.1W LONG BUGLE HEAD SCREW OUP— IJA THE PANEL IS FASTENED WITH NO. B-1B, 0315" HEAD DIAMETER 1-618 • LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 8 FULLTHRFADB PENETRATNG THE METAL FRAMING), PLACE SCREWS 6- O.G. AT PANEL EDGES AND INTERMEDIATE STUDS Ea Iretloh Cladding Framing Sheathing I• I II I,i I I I I L 1.1 � i rl�p,rniiii��y , i 66A�y r. I • I Ltt,l' I •' tt '- se"`; I ' ' 10. 121 STATE OF T v S/pNAN- 0 FOR METAL AND WOOD STUDS PROVISIONS FOR DIAPHRAGM ACTION AND GRMATY LOA13 ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVIS ONS FOR THESE LOADS) HARDIEPANEL, CEMPAN EL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building ProduOts, 1%. 10g01 FJm Avenue Fontana, CA 82897 A I I PNL-PLK-SOFF _L Creator. 13 Gonzales J,GUE 1" c 1'-0" I Date:412412013_ _ Is1ECi 40P 12 B comply 6aildina C ..,.- NOA-No. 17-0821.21 DETAIL A sheathing fastener, as f— described in Note 1 toe PRODUCT RENEWED as cmnptying with the Florida Buitding Code NOA-No. 17-0406.06 Eupfratlon typteGS/01/2022 siding fastener, as described in Note 2 IlardiePlank, Cemplank, Prevail Lap Siding Water-res(stive barrier per Florida Building Code Section 1404.2 516" thick /5 ply APA rated plywood sheathing fastened ,in accordance with Florida Building Code Section 2322.3 T X 4" S-P-F Wood Studs The wag and soffit frames are to be designed by the Architect or Engineer of Record in mmntrancevAth the Florida Buildino Code. SM piODugm-� RMCIA ETAILA HardlePlankS. Cemplanke+, 8, Pmvsltel Plank lap Siding materials ' M% 6/8"tWW6ply APA are nonaellestos flber•cemerd rated plywood prodUcta tested in accordance with ASiM C1186 Grade It, Type A and sheathing In meeting the requirements of the aceordancawith Florida Building Code_ Florida Building Cade Section z322s ?P�NEL gJJy]F,NktObs v'iater-tesist[ve �banierparFlodda Width Length Thickness gq-Iw 12' 5/15' BoWng coda 5entlan 14041 pES�N p}2FSS1�,F2�TIN0 2" X 4" SP.F Wood Sb,da Installation Oasign Pral sure Wood Studs -92psi tap siding Impact Reslstant- 3J~C�0 Planks installed over 60'thick 15 ply t 1-iw tau X a11e" APA rated plywood sheathing thidr slart0strip U.81S.� llFr�L' tixll be done �..ornati ce w�.h.. fAcce Acceptance, All Installation shall be dono ki cdnformanee with this Notice of Acceptance, the manufacturers Installation recommendations, and the applicable sections ofthe Florida Building Code. • Wood studs where HardIpPtank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect perthe Florida Building Code and the requirement. ofthis N.O.A. • [Note 115/8" thick 15 ply APA rated plywood shoathing shall be attached to the studs In accordance with Florida Building Coda Section 2322.3. • Planks shall be applied horizontally commencing from the bottom course of the wall with 14W Wide laps at the top of the plank such that the exposure area of each plank Is 58-t/4" vadically. • [Mete 21 The siding fastener shall be a 2-112° long, 0.223" head diameter, 0.09X'shank diameter, corrosion -resistant siding nail; The siding isfastened s 8-i/4" O.C. vertically and 16" O,C, horizontally; fasteners ere driven into wood studs through 60' thlok / 5 ply APArated plywood sheathln0. fasteners are placed in the overlapping area approximately, SW from the bottom edge of the overlapping plank. • Vertical Joints shall be placed over studs. • The planks shall be Installed over 5/8" thick! B ply APA rated plywood sheathing supported by a minimum of n4" B-P-F Wood studs spaced a maximum of 18" O.C. • Fasteners shall have a minimum edge distance of 318". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardle Building Products, Ina 'mill Elm Avenue Fontana, CA 92937 PNL PIx-SOFF creator, li Gonzales ,La 112"=1'-0" I- Date74124r2013 IsHEsr _ El OP 12 Fastener Spacing per FIj Building Code Section 2', r.— . PRODUCT REVISED as camplying with lha Florida Betiding. o e NOA-No. 17-0821.21 _L E PRODUG7 RENEWD as Complying with the Florida eu0tlCode NOA-No. 17-0406.06 II Fastener Spacing per Flodde \ 9uilding Code Section 2322.3 FRAMING •. NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3.vz 16d COMMON NAILS (2 PER TOP AND ' BOTTOM CONNECTION) + THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 51411k hN_Q • NOMINAL6/8"'THICK 16 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322-3 1rLAJ)X S? + PLANKS.OVERLAP 1-114r • THE EY.POSURE IS 56-114" • THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.22s" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS; PLACED 3W UP FROM THE BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATIOP PF MUCY i i. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION Al NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS Cladding Flaming � J Sheathing STATE OF RI ��NAL�NGt t `GrStACVrLOAD ARE )RTHESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DUAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 009.4 7-0634 A PNL-PLK�SOFF Creptor. E. Gonzales ISCALE i°=1'-0" I Date:AM42013 IsHwT 6OF12 I i WALL REVISED AW Minimum Edge Distance weft M, Florida Sheathing fastener, as described in Note 1 Siring fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lep Siding \ \ Water resistive baRierperPiorldet Band rig Code Section 14042 fp5:'V1hck )/6 ply APA toted PRODUCT RENEWED oodsheathingfastenedto as complying with the Florida metal studs as described in Building Code Note 1 NOk No. 17-0406.06 Expiration 05109 /2022 20ga, 3-5/8" X 1-5/6" Metal C-stud _ The wall and soffitframes are to be designed By by the Architect or Engineer of Record In Mlamr-bi.d roauet conerol compliance with the, Flodda Building Code. SEEDUC_ ?AIL A HerdiaPISnk®, Oemplank®, and 516'1hiek16 plyAPA PrevalIG Plan[( Lap Siding materials mtLd PA"Naod are nonasbestos fiber -cement sheathing fastened products tested In accordance with to metal studs as ASTM C1188 Grade II, Type Aand desedbed to Nam l meeting the requirements of the Florida Building Code. Watarnmisdvo herder per Florida Pty_NKpByl,,°Llp,[ds4 BulldingCode Width LwVth Thickness Seatkxi 1404.2 59-1)2" 12' 6116" 209e, 3 10"X 4.618, -. Metal CrsWd p&' lIGN RE WanjS]�i- II F tr\ 1 I' Installation Design Pressure Ha rdlaPiank. Motsl Studa -92 oaf mDlank, Prevail Lap Biding Impact Resistant — le "O.C.(typ.) toA� 1.114,hllX6Ne• Planks Installed over 518'thlokl6ply APA rated d sheathing tlaek staderstrip PNw'� heathin N9R ]J_IEPLANK_ OEMPLANJ<FR�YZI)JsS-AP L( t© �NS?!�),1 A�7 16 • All installation shall he done In conformance with this Notice of Acceptance, the manufacturer's imtellatlon recommendations, and the applicable sections of the Florida Bul lIng Code. • Metal studs where HardlePlank, CemplanK Pevall lap Siding will be installed shall be designed by an Engineer or Architect perthe Florida Building Coca and the requirements of this N.O.A [Note 11 60 thick 16 ply APA rated. plywood sheathing shall be attached to metal studs at B"oo at panel edges and all Intermediate supports using a No.8.18, 0.316' head diameter x 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is s8-IM'vortleaily. • [Note 2] The aiding fastener shall be a minimum No. 8.18, 0,315' head diameter X.2 1W long' bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened:; &1/rr' O.C. vedfca0y and 16° O.C. horizontally; fasteners are driven Into metal studs through 6/8" thick / 5 ply APA rated plywood sheathing,'fasteners are placed In the overlapping area approXlmately 314" from the bottom edge of the overlapping plank. • Verticaljoinfs shalt be placed over studs. • The planks shall be installed over 5/9" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5187X 1•5/8" Metal G-studs spaced a maXtmu� of 16, O.C. • Fasteners shall have a minimum edge distance of 3/8", HARDIEPLANK, CEM PLANK, PREVAIL LAP SIDING INSTALLATION DETAILS MEDAL STUD CONSTRUCTION James Hardie Building Products, Inc. loo61 EtinAvenue Fontana, CA 02337 PNL-PLK SOFF ,Creator. E. Gonzales IafALE 112"A 1-0" 1 Date:4/2412013 IaHE" TOP12 Ia--t8In. Oc----�_ cladding 6.001n. i • Fra011ng . ^----•-•--r•---- ' • I I PRODUCTRIENEWED 6.00In.00 I I Sheathing �• . as complying with the Florida �____ Building Code NDA-No. 17-0406.06_,-,�_ --•r--- Earp[ratlonA to05/D1/2D22 I- ICrREVISED By I•I. trrririrr���' Code ithth.--da Miami Product Contra[ ttl[l!t pt q(,y _ a 17-0821,21 —•-----• BEtt-8$i'i5 -. - 8£Y15PD • I tlal nD to 0510112022 •eeo�m�pYy[rfwuh d.e blaai�,o nq!101N$ wilLr6r Flaidr Tol N "° a redact Contra p�'%fy7 j— i nndimtaan'ol prom•d `- ATE OF • NOMINAL 20GAUGE 3518"X1518"STEELSTUDS 16" O.C. FASTENED WITH 5W LONG RIBBED BUGLE- HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) • THE WALLAND SOFFIT FRAMES ARE TO AE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVnY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONSPORTHESELOADS) COMPLIANCE WTTHTHE FLORIDA BUILDING CODE ' aHEATHING ' • NOMM.518"THICK /S PLY APA RATED PLYWOOD ' SHEATHING TO METAL STUDS AT 8" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.316" HEAD DIAMETERX 1-114' LONG BUGLE_ °i HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING ' HEADSCREW CLAP N(Z INSTALLATION DETAILS METAL STUD CONSTRUCTION PIANKS OVERLAP 1-114" • THE EXPOSURE IS 58-1W Jannets Hardie Building Produots,.inc. • THE PLANKS ARE FASTENED WITH NO. 8-1B, 0.315" t 10901 Elm Avenue HEAD DIAME FRX 2.114' LONG CORROSION- Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL 14AVE AT LEAST 3 FULL THREADS F One:90"55-6300 sTa �scwnn Dvoun PENI=rRAT1NGTHE METAL FRAMING), PLACED 3/4" UP Fax 909427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANI<AT EACH Creator, E Gonzales sc,us 1^. I.0. Dale~+U2alzOts sneer a OP t2 STUD LOCATION Stud Spacing at 16" O.C. I I•� NJ LL EIGHT ! it i li If I, PRODUCT REVISED 6s eomywith the Florida igt NOA-No. 17-0821.21 PRODUCT RENEWED as complying with the Piorlda Building Code NOA-No. 17-0406.09 Expiration Pude0510112022 SEE PRODUOTD-_GMEnom DETAILA HardieSDffiM & Cemsofiit® materials are — nonasbestoo fiber -cement products tested In accordance with ASTM 01186 Grade 11, Type A I.\ \I and meeting the requirements of the Florida ; Building Code. ' .Wdth T�tMgth . Width Length Thicftneas 71hIc Wood studs P.1;S3t;.NE$�'15u��gT1N6 Hardiesoffit, Installation Design Pressure Cemsofot -Wood Studs •-70 psi — I Nalls at4" 10.0. (typ.)p%tODucrtravtsED P20mcrREvIsw 318"Minimum Edge ➢islancewid,tYc florid" Building CID&Daming dm Floddo & or _ A per -o3fbd - t, 8 Br � �DadciRmaareaeol No. A 21 STATE OF ; r[r °70NALt�''* +rJ i...niriarre Soffitfastener,as .. AllEsoF� I:allbedoneonformancewithtNsNotic o All Installation shall be done in conformance With this Notice ofArxeptanoe, the manufacturer's desoribod In Note f Installation recommendations, and the applicable sections of the Florida Building Code. " Wood studs where Hardie6offit. Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code end the requirements of thla N.D.A. - HardleSoffit Cemsoffit r The soffit shall be Installed Wet mirlmum 2"X4" S-P-F wood studs spaced a maximum of 16" O.G. ' " [Nofft 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nalh, the fasteners shag be apaoed at a" O.G. at panel edges and 1. tarmedlate studs; the fasteners shall be driven Into wood studs located at 16" d.C. " Fasteners shall have a mihimumedge distonoe of 3/0" and a minimum clearance oft" from comers. / HARDIESOFFIT, CEMSOFFIT PANEL ^� INSTALLATION DETAILS WOOD STUD CONSiRU"ON MI111MUM TX 4" S-P-F Wood Studs"909�36M300 James Hardle Building Products, I= The wall and soffit frames are to be designed by the Architect or 10901 Elm Avenue Fontana, CA 92337 Engineer of Record In compliancesae Fsa1 Na own No with the Florida Building Code.A PNL-PLKSOPF Craetor. E. Gonzales sots 12"-1'-0" DztW 4lZ4M13 JGHEL 8 OF 12 PRODUCT REVISED as complylnpp with the Florida sonatasFode NOA-No. '17-0621.21 Expiration Da a 05/0112022 By . 6HmnF0 ov 'ran"" Centro a "- .L Cladding /Frwlng• PR7Coda ENEWED as cith the Florida 4 Ouil NOA-No. 17-0406.06 �7^ ' Expiration Da 5 01D1/2D22 4.00ir�.L Miami- i Pro uct control Ae0"pttha'a �ht.d . "y� • �,d t -.OGA:«.wioetewam .INQ pcudkmoaBmlftced•? / .0%.eptN. ._— I % • £aptrnuor Dan I% 4 7 N4• e By M pdr P dw+`Central Miati uhee Ih Vloct Coamol Z SfAT6 OF ' 4 F MLG NOMINAL2" X 4` S-P-F WOOb STUDS 1W O.C. FASTENED WITH 3-1/P 18d COMMON NAILS (2 PERTOP.AND BOTTOM CONNECTION THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE �49>z41NSz ' THE SOFFIT IS FASTENED WITH Y LONG, 0-M"HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NA9;S 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 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) HARDIESOFFIT, CEMSOFRT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCITON James Hardle Building Products, Ina 10901 Elm Avenue _ t _ Pontana, CA92337 Phone:909-3588300 66a PBfXgNO putiNO Faxe S-•127-0834 A PNL-PL"OFF Creator. E. Gonzales acne 1°=T-0" I Dste:4V12013 SHEet 10 OF 12 WAt.[. LENGTH Stud Spacing at 1B" O.C. filth the Florida NOA_No. 17-0406.06 PRODUCT REVISED I Nails alb" O.C. (typ,) es eomping with the Florida ammma oodde NOA-No. 17.0621.21 NO' Minimum Edge Distance - Q15161.6 SEE E.PPJ.LUS-tlI; CAiEVQU HardleSof bID & Cemsbfdt® materials DETAILA are nonasbastos 6bervcementproducts tested In accordance wdhASTM 011a6 Grade II, TypeA and meeting the requirements of the Florida Building Code. 20A 3f519"X1-018' >iOI=EQ�?IMF,N.SLP�x ' etal C.stUd Width Length Thlalmesa 4 V Y.." Hardleaotllt, Gemsotfit P.ks1G 1�pR€s_sy_gr„�RA�go Installation Design Pressure Metal Studs -SgMt Itrlt)pr 1. oGAG, SEC B-B t IPti0DUCr1tEVLSW +� .• •. S'GC mcrDEVISMCFiaidh a whmlyiaa wimainFladdlt a�lyhW, Handm6 code ttiiu/ AWeptema+No l3n � w y -o srATEOF e� RadaNLSeOw• eadaP:vdottCmtrol N.A..13AJ�o20FF17. CEMSQEPJJ�AN.F-1-J�`LgTALLATION DB•C0.(�.-—%NAL ENrrlr'' " Al Installation shall be done In conformance w9M6)rhthis Notice of Arxeptend6!tHNnufacturar's Installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener, as y Metal studs where HardisSafBt, CemsofAtwlll be Installed shall be designed by an Engineer or described In Note 1 Architect per the Florida Building node and the requirements of this N.O.A: The sofrtf shall be installed over minimum 20gs, Nominal 3-WB" X 1-5/6" Metal C-studs spaced — WPolaSoffit, Cemso t a mio imum of IV' O.C. a jNe 1] The soffit fastener shall be a minimum No. B48, D.315" Head diameter X 1-1/4* long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal ' ftaming);the fasteners shall be spaced at W O.C. at panel edges and Intermediate studs; the fasteners shall be driven Into metal stude located at 16" O.C. Fasteners shall have a minimum edge distance OF 30' and a minimum clearance of 2" from comers. j HARDIESOFAT, CEMSOFFIT PANEL i INSTALIATION DETAILS METAL STUD CONSTRUCf10N James Hardle Building Products, Ina 20ga, 3-W9141-618" Metal "bid _ s 10901 Elm Avenue The wall and onflitfremes ara to be Fontana, CA 92337 designed by the Architect or Engineer phone: 909-35"300 sae FM Dao NO RO" of Record in compliance with the Fax 909-427-06M A PNL-PLKSOFF 1 Florida Building Code. Creator, E-Gonzales sons 1& n T-0" I Dals: 412412013 sHesr 11 OF 12 6.00In. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Exolratlon 05510112022 By Mlaml-DAd!)f Product Control PReID=RLvWW 'meatript�g Nanda:-Ftoidn 4L'u..•iK�"Yn/ ->�illt�oH'6,Me S / aead+0lymBNahttmTr6ar1&. Aaby+lente No ���t-to f✓-rJ7ll.,9% y dy F]iDimuw`' �f� •`x.�7 Mlwr. i ffri�e �.�aroe By�.�.'a' Cladding Framing PRO DOC7 REVISED es lding yingg Wlth the Florida Boildrng Code NOA-No. 17-01321.21 F.xplmtjon Pate05/0112022 By mlavnl�afie Product t SIN _PLOP �\ cFSSI ON W x NOMINAL20GAUGE3.518"X 1-5/8"STML STUDS'16"O.C. FASTENED WITH BM' 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 ARS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE cJ 9bDJLJG HARDIESOFPIT, CEMSQFFIT PANEL THE SOFFIT 1S FASTENED WITH NO.8-18, 0.3161 HEAD INSTALLATION DnAILS METAL STUD CONSTRUCTION DIAMETERX 1d/4' LONG CORROSION RESISTANT RIBBED _ BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hertlie Building Products,lnc FULL THREADS PENETRATING THE METAL FRAMING), RLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE: 10961 Elm Avenue STUDS m Fontana, CA92337 Fax909-4V-0634 n PNI PLKSOFF � 7 Creator. E. Gonzalos soxe 1"=t'-n" Date:4/242013 SHEET 120E 12