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HomeMy WebLinkAboutNotice of Acceptance i ST. LUCIE COUNTY BUILDING DIVISION I G EVIIEJUIED M1AM!-DADE FOR 007&E REVIEWED BY MrA1vII-DaDEcouNTY i DATE (7 — Z PRODUCT CONTROL SECTION PLANS A N D E� rR M I T 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY ECA i N[I� J$ E� Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATI N D � -OTI n N WILL DE MADE T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE- - �A --fN .. ) www.miamidadesov/economy .,.n_:�...:.:.::.... .,.��_...v _ .. James Hardie Building Product,Inc. CONCEALED FAQ I BUS OR A,TACHIMEN S 10901 Elm Avenue /�, L,I �? ������i UI OF THE Fontana,CA 92337 l;D �j 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,PLK&SOFF,titled HardiePaneI,CerrlPanel,Prevail Panel;HardiePlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel;Installation Details Wood/Metal Stud Construction",sheets 1 through 12 of 12,dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-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 1710.9.2 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 j ob site at the request of the Building Official. This NOA renews NOA 915-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. 06 MIAMFDADECOUNTY V-SENS AND ALL PROPOSED WO NOA No. lay 1,2 22piration Data:May 1,Z022OT TO ANY CCVPfEGT!Q0S Approval Date:May 4,2017 1 -1CLO RI C 0�� Page 1 ru nn P 1 I _ ( tFWfYi Y 1'`ITHA • {ter r , James Hardie Building Products,Inc. 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 HardiePiank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services-NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012,with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA #02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N.Reeves P.E. 3. ATI'l6423-2 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 L 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 5a'edition(2014)FBC issued by Ronald 1. Ogawa&Associates,Inc., dated 10/26/2014,signed and sealed by Ronald I. Ogawa,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date:May 1,2022 Approval Date: May 4,2017 E-1 WALL,LIENGTH PRQ0Q_Q__bESG PT10-M Stud Spacing at 1G'O.C. SEE HardiePanet0,Cempanel%& D1=TAlLA Prevails Panel Siding materials are ' — nonasbestos fiber-cament products _._...— :..__. _ .__._ ..----_:. r_ �,, �„�� ! 5/8"thick 16 ply APA rated tested In accordance with A51 M ! � Yv l� ( plywood sheathing in C,1186 Grade 11,TVpe Aand meeting I I I ��i f ,, f''•. _ , ` amodance with Florida the requirements ofthe Florids t' Building Code Sedon j Building Code. 23223 �olQc It!EI3fM S,tO�1S WALL 4�o01 raY 1!.e7 I � i s Water•resistive Ameparow1. Width length Thickness HEIGHT i 0*0660 4 -17 i a� i barrier perFiortda AT 8,9,10 5/16 Building Code Seollon1404.2 ``{{ �'"• �I ;'+ QF.,S� l f'RIESSt3R_i;_iATIN 21 X 4"S-P-F installation Design Pressure Wood Studs -76 psf Wood Studs PRODUCT RENEWED - _^ �- _ HardiePaW, Impact Resistant- as complying with the Florida R 4SECTIO Imo_$ Cempanel, Planks installed over 818"thick 16 ply Building Code Nails at 16"0.C.(typ.)NOA-No. 17-0406.06 318"Minimum Edge ols'rance Prevail Panel APA rated plywood sheathing5lding Expiration te0S101/2022 By gtLA Sheathing fastener,as described in !aRD _l: ,j�MP_ANE= ,PRCVA.�L..,�Hit,S�D1 1_N ILA Q; �?A�4� Miam1-Da a Product Control ~�"`` tote q ■ All installation shall be done In conformance with this Notice of Acceptance,the manufaaturer's installation recommendations,and the applicable sections,of the Florida Building Code. Wood sluds where HardiePanel, Cempanel,Prevail Panel Siding will be installed shall be Panel fastener,as described in designed by an Engineer orArchitect per the Florida Building Code and the requirements of this Note 2 N.OA SE `1 K Note 11 W thick]5 pry APA rated plywood sheathing shall be attached to the studs In ! *A I 14+11mik , accordance with Florida Building Code Section 23223. I~in HardiePanel,Gempanel, The siding panels shall be installed over 5/8"thick 15 ply APA rated plywood sheathing supported ? by a minimum of 21X4' S-P-F wood studs spaced a maximum of 16 0.C. Prevail Panel Siding [Mate 21 The siding panel fastener shall be a 2"long,0,='head diameter,0.092"shank ' diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the fasteners snail be driven through the 5l8"thlcic!5 ply APA rated plywood sheathing into wood studs located at 1W O.C. KthIcX er-resistive barrier per Fasteners shad have a minimum edge distance of 3/8"and a minimum clearance of 2"from �.\ ida Building Code SecBan comers. 4.2 HARDIEPANEL,CEMPANEL PREVAIL PANEL PA rated IN5TA LIATION DETAILS WOOD STUD CONSTRUCTION g fastened in accordance with Florida Building James Hardie Building Products,Inc. Code Section 2322.3 10901 Elm Avenue 2"X 4"S-P-P Wood Studs Fontana'CA 92337 The wall and soffit frames are to be designed Phone:909-�356-6300 SIZE MM NO DING NO REV by the Architect or Engineer of Record in Fax 909-427-0634 A M PLK-SOFF 1 compliance with the Florida Building Code. Creator:E.Gonzales SCALE 1W=1'-0" Cate:412412013 sw�r 1 OF 12 Fastener Spacing per Florida Cladding Building Code.Section 2322.3-� 9B.00in. f, Framing I•I Sheathing PRA�3C;R.EVOWD ' 1 Fastener Spacing per Florida 0 wxfw*vim*Z-F oriila Building Code Section 2322.3 �{elll$Z:O� • >ot •, Product a4 I a''111/1//G1 r +�� rRonuC>BsvisEn PRODUCT RENEWED I �o� as widwdk-f6onfa as complying with the Florida lwft & f �f/.bt� Building Code I •.� ti L � Noa-Plc. 17-0406.06 •I Expiration e0510112022 �ti • ByMnnatf prggctro3 By �j Miaml- a duct Control Is "' S S` I � ' • • • r • • • • r. y�'ra �11 ■ NOMINAL 2"X 4'S-P-F WOOD STUDS 16"O.C.FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE • WITH 3-1/2"16d COMMON NAILS(2 PER TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) = THE WAI.LANO SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHENOMINAL HARDIEPANEL,CEMPANEL.,PREVAIL PANEL •� NOMINAL 5/8"THICK 15 PLY APA RATED PLYWOODPPhone! `�' SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 9L AMI NG James Hardie Building Products,(no, = THE PANEL IS FASTENED NTH 2"LONG,0.223 HEAD DIAMETER,0.092'•'SHANK DIAMETER,CORROSION 108D1 Elm Avenue RESISTANT SIDING NAILS,PLACE NAILS 6"O.C.AT ® Fontana,CA 92337 PANEL EDGES AND INTERMEDIATE STUDS 09.356-6300 V$Iza KscM No nwa No REV Fax S09-427.0634 A PNL-PLK-SOFF Creator.E.Gonzales soAL 1"=T-0" Date;4/24/2013 sxrzkT 2 OF 12 WALL.LENGTH SEE P3�WGTDaaQRIP'PPN Stud Spacing at 16"O.C. DETAILA HardlePane!®,GempanelO,&PI'evailg iZ Panel Siding materials are nonesbestos _ 6/8'thick/5 ply APA rated fiber-cement products tested In accordance with ASTM C1186 Glade 11, plywood sheathing fastened I• i i 1 ,(} to metal studs as described Type A and meeting the requirements of �trt�rirIQ� the Florida Building Code. i P tOt3, i L2LV I ,�� i in Note 1 I I Y►nE V-ty1i a 01 L i 1 CAP& Water-resistive. N 4D_tll� SlQ�i_S_ 1 i Width ' too/� ' 1/. 7 dth Length Thickness WALL l i , t �]d, 1 ` barrier per Florida 41 8 9,10' SH6" i i I 4 .ullding Code HEIGHT ,i i i � _ B ' section 14042STATE F pES[CxN 1=SSt1RE tATJN-G. e installation Design Pressure I„ L F O RO .•• • 20ga,3.5/8"x 1-6/8" Metal Studs 104 psf • �__ � Nleta(C-stud i i wl __L _ �` ''SJON rrr� Impact Resistant- -• L fir- rr FtardiePanel, B -�+ r- r► ,S CTLO]�il t cempaml, APA rated plywood sheathing thickPanel installed ever 618" /5 ply Prevail Panel "alas at 6"O.C.(typ.) Siding 318"Mlnimum Edge Distance g fjAk l PA 1�L�CEMPAJJ)yJ,-l�,M1(AIL PAN_1=�S11�I�T�$�AI�I �(C1S1 DET-AILS ■ All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's pEjA& installation recommendations,and the applicable sections of the Florlda Sullding Code. Metal studs where HardiePanel,Cempanel,Prevail Panel Siding W111 be Installed shall be �+ Sheathing fastener,as designed by an Engineer or Architect per the Florida Building Code and the requirements of this `` described in Note 1. NA.A c�nr�1 �• wi We•Florida ff [Note 11 5/8"thick!5 ply APA rated plywood sheathing shall be attached to metal studs at e"oc Panel fastener,as described In at panel edges and all Intermediate supports using a No.8-18,0.315'head diameter x 1-1W long Note 2 bugle head screw p , r sue oiding rted b panels minimum 2 ga Nominal be Installed over 578" ick 15 1-5181y APA Metal C-studsywood sheathing spaced a maximum of 16 I pp Y �� �� " O.G. HardiePenelS Siding [Note 2]The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-518" long ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating metal framing),the fasteners shall be spaced at 6'O-C.at panel edges and intermediate studs;the 1 Water raslstive barrier per fasteners shall be driven through the 518"thick 15 ply APA rated plywood sheathing into metal p studs located at 16"O,C. . Florida Building Code Section Fasteners shalt have a minimum edge distance of W"and a minimum clearance of 2"from \ rthlok 1.404.2 corners. HARDiEPANEL,CEMPANEL,PREVAIL PANEL APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCTRENEWED ing fastened as complying with the Florida to metal studs es described James Hardie Building Products, Inc. Building Code _ 10901 Elm Avenue NOA-No. 17-0406.06 in Note 1. - a Fontana,CA 92837 Expiration D e0510112022 209a,"/8"X 1•$18"Metal C-stud s�za FSCM NO uwG NQ REV The wail and soffit frames are to be designed Phone.909.358.6300 By by the Architect or Engineer of Record in Fax g09-427-0634 A PNL-PLK-SOFF 1 Miami a. a Product Control compliance with the Florida Building Code- Creator.E.Gonzales SCALE' 1iZ'411.•o" Date:4/24l2013 SHEET 3 OF 12 Cladding 6.001n. 16.001n. 6.00�1n. . .I I.I I*f •I Framing I II II II I I II PRODUCT RENEWED {+} I•I I'I Sheathing as Complying With the Florida I } E5.b0En. I I I I Building Code i`} •I I�I NOA-No. 17-0406.06 Expiration teOS/0112022 6.0 in. By __�_ I• I.I I.I Miami a product Control I I I I I I J/I� f QGA • ' FR0DM'' REWgM j wr i Ism dxt F I.1 1•l >nToampiylsgwigt6tlS�nai aj roai0"1000 i3a11 t n i Aax Pap f^ ��11 G� Aio i'J� l i I I � i c d s ,` t Fxpisateaa � / � 1� I I.I ` IVQ. miwi.TFAC peodc ct issA • °' r i i. fad= STATE fJF o� 1 EPA AkI G. ■ NOMINAL 20 GAUGE 3.5/8"X 1-6/8"STEEL STUDS 16"O.C. FASTENED WITH 5187 WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) FOR METALAN13 WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DES;GNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE _s_yEA�► �G, Y NOMINAL 518"'CHICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT PANEL EOGES AND ALL INTERMEDIATE SUPPORTS USING A HARDIEPANEL,CEMPANEL,PREVAIL PANEL NO.8-18,0.315"HEAO DIAMETER 1-1W LONG BUGLE INSTALLATION DIrfAILS METAL STUD CONSTRUCTION HEAD SCREW ALAAalNG James Hardie Building Products,trio. THE PANEL IS.FASTENED WITH NO.8-18,0.316"HEAD DIAMETER X 1-518'LONG CORROSION RESISTANT 10901 Elm Avenue RIBBED BUGLE HEAD SCREWS(SCREW SHALL,HAVE AT Fontana,CA 92337 LEAST 3 FULL THREADS PENETRATING THE METAL Phone:909-356-6300 ovxa No fV FRAMING),PLACE SCREWS 6"O.C.AT PANEL EDGES FaX g09-427--0634 A PNL-PLK-SOFF AND INTIMRMEDIATE STUDS Creator:E.Gonzales senL> 1"a 1'0" hate:4124/2013 SHE57r 4 OF 12 Stud Spacing s216"©.C. WALL LENGTH SEA MOIDAM V� ACRIECtth], bETAII.A HardiePlankO,CvmplankO,& �--- Prevails Plank Lap Siding materials _. _ .�_. _ i r__�..... _.__-_. i -` 5/8"thick 1$pty APA are nonasbestos fiber-cement nt --' t .I. i�. _.___._ �.t_..___�..,-i-------------Y rated plywood prod�tctstested in accordance with i I I ! ' rate sheathing o ASTM C1166 Grade II,Type A and accardance with meeting the requirements of the Florida Building Cade Florida Building Code. WALL 1 i '.� t.i" ° Seddon 23223 sea Cottb , ,1 �.e �� wl' Water-resistive �.��4.D�I1?ELd.S�ON5 NElGhl7 1 +j I t , , j Width Length Thickness (I� �t �banierperFlorida �5-1/2" 12' 5116" + t Y Buildtng Code ado " t Cc+otrol i t I I i = Section 140 42" QESJ_CaN PRESSUP A7tbL 2"X 4"S-P-F Installation Design Pressure ':�F__ {��D�.,:_ Woad Studs Wood Studs �2 psf 1. { �� t Lap Siding Impact Resistant-- 8¢Y �^ �`"x 'Sl aA� ' Planks installed over 5/8"thick/5 ply 3/4"Minimum Edge Distance Nails at 1a"O.C. g I-lWiallX 5/16" APA rated plywood sheathing thick startO strip ' -Sheathing fastener,asi gRpl�pL 4C�K�CEMFLAh�kl'RC11A11,LALB1NQ�17Ai.l�T�O�LDk� 5 r �,r _ _� described in Note 1 All Installation shall be done in conformance with this Notice of Acceptance,the manuNcluraes installation recommendations,and the applicable sections of the Florida Building Code. Wood studs where HardipPlank,Cemplank,Prevail[yap Siding will be installed shall be designed by an Engineer or Architect per the Florlde Building Code and the requirements of this N,O.A. r/ �\ Siding fastener,as ` [Note 115/8"thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. PR �CT described in Note 2 k Planks shall be applied horizontally commencing from the bottom course of the well with 1-1W wide laps at the top of the plank such that the exposure area of each plank is s BAN'vertically. S , HardiePlank, [Note 21 The siding fastener shall be a 2-1/21 long,0.223"head diameter,0.092'shank diameter, Cemplank,Prevail corrosion-resistant siding nail;The siding is fastened S 8-114'O.C.vertically and 115"O.C.horizontally; ' Lap Siding fasteners are driven into wood studs through 5/8"thick 15 ply APA rated plywood sheathing,fasteners tay are placed in the overlapping area approximately 3W from the,bottom edge of the twerlapping plank. • ham r mdw t Caoa = Vertical joints shall be placed over studs. / Water-resistive barrier ■ The planks shall be installed over 5/8"thick/6 ply APA rated plywood sheathing supported by a \` per Florida Building minimum of 2"X4"8-P-F wood studs spaced a maximum of 16"O.C. Code Section'f404•.2 ■ Fasteners shall have a minimum edge distance of MI. / HARDIEPLANK CEMPLANK PREVAIL LAP SIDING •� ` 5/8"thick/5 ply APA rated plywood sheeathing fastened INSTALLATION DETAiLS WOOD STUD CONSTRUCTiON • --•- PRODUCT RENEWED .in accordance with Florida James Hardie Building Products, I'no. as complying with the Florida Building Code Section Building Code 1t]901 Ella Avenue �322 3 NOA-No. 17-0406.06 pal Fontana,CA 92337 Expiration te05/0112022 Z"X 4"S-P-F Wood Studs size F,9C11 Na ows No Rev -`-'-' The wall and soffit frames are to be designed Phone:909.35E-6800 By Fax 909-427-0634 A PML-PLK-$OFF 1 . Miamiq5 ,hroduct Cogtrol by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator:rz.©onzales SCALE 1/2"=1 11-0" Date:412.412013 SHEET 5 Oi�12 Foatener Spacing per Florida Building Code Section 2$22.3 16 In.O Cladding +� :• Framing • Fastener Spacing per Florida SheatHrEg PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida Building Code NOA-No.' 1 T-0406.06„_ _. Expiration D e05/01/2022 '• ' 13y- .,•yR Miam% —-_Product Control _________ ___ ' PRODUCTREVLSED Acrapteoae 1Vo f -�,^ � GS/ • `i 11 Mi& low I . SF�`'�= 'w 58.251n. ))[[^^ f N ar STATE OF *� cam FR I�MIG i Ode pmawl �•�''''•:��O R I0'. ■ NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O,C.FASTENED �;fits "''-• C? t WITH 341/2"led COMMON NAILS(2 PER TOP AND ' NA� ,++ BOTTOM CONNECTION) ++'• r+! ■ THE WALL AND SOFFIT FRAMES ARE TO#31w DESIGNED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND����LOAD ARE H THE WALL AN SOFFIT ECT ITFRAMESENGINEER OF Ft1=C0}�D 1N NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE ■ NOMINAL 6/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING*FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION ■ PLANKS,QVERLAP 1-1/4" James Hardie Building Products,Inc. • THE EXPOSURE IS 58-1I4" ■ THE PLANKS ARE FACE NAILED WITH 2-T12"LONG,0.223" 1090'! Blm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER,CORRO$!ON- Fontana,CA 92337 RESISTANT SIDING NAIL.S,-PLACED 3/4"UP FROM THE Phone:909-35"Wo sxe PSOMNO nvc No REV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator.E.Gonzales sms !"=i'-tl" Date:4/2412013 SHE ET 6 OF I2 t, , Stud Spacing at 15'O, . bVAL L L15NGTH SEE C PR4nIJGT tr SC IP -t�{�{ ry^T- DETAILA HardiePlank% CemplankO,and 518111hick15 ply APA Prevailg Plank Lap Siding materials - - - -- -..W...��,..........�.._.-.�._.�,......w.��--- - -�l ..._..... plywood are nonasbestos fiber-cement 1 -�13 r rated Products tested in acoordancewith sheathing fastened ASTM C11$6 Grade 11,Type Aand to metal studs as i+ i E ? rlifrr�rrsr,�r meeting the requirements of the described in Note 1 Florida Building Coda. ea ooa dyiing wig Oleo;tmiaak i ittt,a Q+� - a �/ Water resistive WALL °! J s barrier per Florida U[M S HEIGHT `, I��NK_� NaQN ,i ri p > `� fi Building Code Width Length Thickness Section 1404.2 s 8-112° 12' i I 1vf 3�5/$"X 1-518" etal Cstud >�S_1� � ssUBB RAT)E P- '. i,l M • Installation Design Pressure _--_ -ice �� _�1 ©I ��� HardiePlank, Metal Studs -92 psf 13_ ! I -_..._.. .� _ .. ......••'��t ��, plank,Prevail 4-- - �- I - ` ,�' I Lap Siding Impact Resistant- 3/4"Minimum Edge Distance Nails at 16"O.C.(typ,) ..��p�Al. � ■ I �r�11B„ Planks Installed over 618"thick 15 ply � $ 1-1/4 to I APA rated plywood sheathing thick starter strip HARR]EPLANK,_CMPLANK PF>�E1lAiL LAP$1b�LG 1 A4LATIQ DE�AII.S ■ All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Installation Sheathing fastener,as described in Note 1 recommendations,and the applicable sections of the Florida Building Code. PRtd�?llli`t YtSID �� Metal studs where HardiePlank,Cemplank,Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. YiJIV Ilia 0 �� • rNote 11 5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oo at panel �AooapRaaec S. ! of Siding fastener,as edges and all intermediate supports using a No.8-18,0.316"head diameter x 1-1/4"long bugle head screw + described in Note 2 blanks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4■wide laps at J the top of the plank such that the exposure area of each plank is s 8-1/4"vertically. fi I INote 2]The siding fastener shall be'a minlrnum No.8-18, 0.31:v"head diameter X 2-1/4°long*bugle head haimi t of r screw over metal shads('or screw shalt have at least 3 full threads penetrating metal framing);The siding is 1 f9ardiePlank, fastened s 8-1W O.C.vertically and 16"O.C.horizontally;fasteners are driven into metal studs through 518" Cemplank, thick 15 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4' \\ 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 5/8"thick 15 ply APA rated plywood sheathing supported by a minimum 209a,Nominal 3-5/8"X 1-5/8"Metal C-studs spaced a maximum of 16"O_C, barrier per Florida Fasteners shall have a minimum edge distance of 3/8", Building Code Section 1404.2 e .HARDIEPLANK,CEMPiANK,PREVAIL LAP SIDING 518"thick/5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened to mplyln with the Florida metal studs as descrlbed in James Hardie Building Products,Inc, as co g Building Code Note 1 10901 Elm Avenue NOA-No. 117-0406.06 ® Fontana,CA 92337 Expiration 05/01/2022 20ga,3-5/8"X 1-SIT Metal C-stud Phone,909-356-6300 size FscMNo vwarao s£v The wail and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF 1 By by the Architect or Englneer of Record in Miami-Ofidi Product Control compliance with the Florida Building Code. 'Creator.E.Gonzales SCALE 1/2"=1'-a" Date:4/24/2013 sKEEr 7 OF 12 -�{6.00in. la- 161n.OC Cladding I 6.00in. • Framing .� ---- . PRODUCT RENEWED l 6.00in.00 I Sheathing as complying with the Florida Building Code l NOA-No. 17-0406.06 0.751n�" Expiration D te05/0112022 •� By •I l J, /,/!//Md1�jj�i _Miami-[fat#Product Control y 4 I , ii4�4i EGA YY' - REVL4iEv iosa "im dfc?FIB orsu yi"F W M Abe Fib" ii�g Gods O ------ ----•---- - � Ely t „1. tar rra ,rc y= STATE OF NOMINAL20 GAUGE 3 518"X 150 STEEL STUDS 16" O,C.FASTENED WITH 518"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL.(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATR[% ■ NOMINAL 518"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAL]DIAMETER X 1-1/4"LONG BUGLE 'n HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING HEAD SCREW INSTALLATION DETAILS METAL STUD CONSTRUCTION CLADC?�NG PLANKS OVERLAP 1-114" x TH1=EXPOSURE IS S 8-114" James Hardie Building Products,.Inc. x THE PLANKS ARE 5ASTENED WITH NO,8-18,0,315" 10901 Elm Avenue HEAD DIAMET)=R X 2-1/4"LONG CORROSION- ® Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS phone:908-356-8300 SIZE ascM ND Iwo No t�ev PENETRATING THE METAL FRAMING), PLACED 3/4"UP FaX 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator:E.Gonzales SCALE Date,4/24/2013 VWr 8 OF 12 STUD LOCATION WALL LENGTH SEE PR{3J7ILTL>ZSC '�TICI} Stud Spacing at 1S"O.C. DETAILA HardieSoffitm&CemsofiitO materials are B nonasbestos fiber-cement products tested in accordance p A --- ----------- • _:_ ...:..-.__.• r� ti the requirements of acc a with ASTM C14S6 Grade I, y e , � .. I�_._........1� 1- 1 and meeting ere ui Florida Building Code. 2"x 4"S-P-F Width Length Thickness WALL 'i �.! i "l1 Wood Studs 4,' V 114" HElCsN7UJ( ERAiNG ' 1E.? HardieSofBt, Installation Design Pressure i•I i• Cemsoffit -Wood Studs -70 psf _.L...,r..... .i +..�.5. _Z..t. _.ya. _ .-.i toil OGA�,� L!_.� SEGJfON�B_ bl Nails at 4"O.C. (typ.k uemcT i9vi5M3l8 M- infmum Edge Distan ce esa�3 YCiftow wick ye Fiod SuA < 21• e� 6 wa� ��,cm,ea Ito F 3•-©:�!!.!� �. _ SPATE Of DF Sy a P Prnd Ceram `�0,{�' F QRO�: \ 1� Il! Soffit fastener,a5 All installation shall be done In conformance with this Notice of Acceptance,the manufacturer's described in Note 1 Installation recommendations,and the applicable sections of the Florida Building Code,. Wood studs where HardleSoffit,Cemsoffit will be installed shall be designed by an Engineer or PRODUCT RENEWED , • as complying with the Florida Architect per the Florida Building Code and the requirements of this N.O.A. Building Code HardleSoffit,Cemsoffit o The soffit shall be installed over minimum 2",4"S-P-F wood studs spaced a maximum of 16"O.C. NOA-No. 4 7-0406.06 [Mote 11 The soffit fastener shall be a 2"tong,0.223"head diameter,0.092"shank diameter, Expiration eOS/04/2022 corrosion resistant siding nail;the fasteners shall be spaced at 4"C.C.at panel edges and f intermediate studs;the fasteners shall be driven into wood studs located at 16"0.0. By ' Fasteners shall have a minimum edge distance of 310"and a minimum clearance of 2"from corners. Miami- a e Product Control HARDIESOFFIT,CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs James Hardie Building Products,Inc. The wall and soffit frames are to be s 10l301 Elm Avenue designed by the Architect or r 5ontana,CA 92337 Engineer of Record In compliance Phone:909-356-6300 SIZE FSCM NO tbM HO REV with the Florida Building Code, F 909127-0634 A PNL-PLK-SOFF 1 Creator:E.Gonzales SCALE ill"R 144" bate:4/24/2013 SHEET g OF 12 4.00in, 18.00in. Cladding Y p • • Framing PRODUCT RENEWED • as complying with the Florida �. Building Code NOA-No. 17-0406.06 Expiration D 05/01/2022 • • • By .t 4,00!:n Miami- Product Control • � tf GA�:�J- . l c�bt>-r uEvism S YRODUCE' !3 i 0 dying with ik a FlorlQa as eo=oying Wi1ll&Z F~?ortda 1t� , ..• •,. s � l 4:ade aril Code AnoepireaE 'a Aexpemoev iVb f� J 1147 UK= �D rr� N4; 121 MiM [Inv"raa�rol Siam'u�PnRiuct�oam<,l STATE OF FRAMLXG NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENER WITH 3-112"16d COMMON NAILS(2 PER TOP AND BOTrOM 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 WAIL AND SOFFIT FRAMES ARE TO SE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CAA THE SOFFIT IS FASTENED WITH Z LONG,0.22$"HEAD HARDIL•SOFFlTr CEM501 FIT PANELDIAMETER,0.002"SHANK DIAMI~I'ER,,CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS,PLA02 NAILS 411 O.C.AT PANEL (P EDGES AND INTERMEDIATE STUDS ,lames Hardie Building Products,Inc. 10001 Elm Avenue _ Fontana,CA 92337 Phone:S09-366-e= SIZE FSCM NO MGM M REV I;ax909-427-0634 A PNL-PL.i<SOFF Creator: E. Gonzales SCALE V-e 1=0" Aate:4/2412013 10 OF 12 WAb.I,•i,ENGTH SEE ,ERoJ�_U_G'1 I3FsGR1A�Jo4l Stud Spacing at 16"O.C. DETAIL.A Hard!eSofft&Cemsoffl*materials are nonasbestos fiber-cement products tested In accordance with ASTM 01186 ......... T'.- r �____ Grade i1,TypeA and meeting the requirements of the Florida Building „PRODUCT RENEWED ~ � Cade. as complying with the Florida i 1 ,9 r,.Bullding Code ,SQF�F3�D�M��IyS�OS. toga.3-5/8"x 1-5/8" i NOA-No. 17-0406.06 Width Length Thickness WALE, i'i 1, ' r Metal Gstud 4, 81 l�„ HEIGHT � � Expiration Da 06/01/2022 ! i i I ° H�dieSoffii BY j. y�CQrimsofiit L7ESI%N P FSSURE `P G I j IMlami-D d roduct Control I installation Design Pressure I 't•I I Metal Studs i-5,50f��,���I •I 'i i i r r I _ u- -- - -- - - - �,04 A • B�'-! ^� � B.�Y1Sleta ION B„�13 pt2Oi:lUCi'l� Ll' ��,t • Nails at 6"O.C.(typ.) pAwwr +s WA*Y;%wft 60l WMA ���A , 3/8"Minimum Edge Distance ghLi l eC3/I.G'i X ?• d. 121 i SPATE()F S:- t s nodect os _'¢' 01�1 D P o�' Y_•., -,_„1 im•�a coot' cSs�• •...... ••• CE111lSOF_Ff�PA�ii=L_lBl5TA_J.J.�7.1QU—PETA&S �r�°NR� �N ttpiiyt` * All installation shall be done in conformance with this Notice of Acceptgnd"�!CYitu(/(5�nufacturer's installation recommendations,and the applicable sections of the Florida Building Code. , Soffit fastener,as 9 Metal studs where Hardle5offit,Cemsoffit will be installed shall be designed by an Engineer or described in Mote 1 Architect per the Florida Building Code and the requirements of this KOAA '1 The soffit shall be installed over minimum 20ga,Nominal$-50'X 1.5/6"Metal C-studs spared ' HardieSofFt Cemsoffit a maximum of 16"O.C. M [Note 11 The soffit fastener shall be a minimum No.8-18,0.315"head diameter X 1-114"long* j ribbed bugle head screw(*or screw shall have at least 3 foil threads penetrating metal r J 4raming);the fasteners shall be spaced at 6"O.C.at parhel edges and Intermediate studs,the fasteners shall be driven Into metal studs located at 18"0-0. d Fasteners shall have a minimum edge distance of 3/e"and a minimum clearance of 2"from cornets. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAiLS METALSTUD CONSTRUCTION James Hardie Building Products,]no. ' 20 a,3-5/8" 1-5/8"Metal C-stud 10901 Elm Avenue The wall and soffit frames are to be Fontana,CA 92337 designed b the Architect or Engineer size ascM No owa wo a=v 9 Y Phone:909-358-6300 of Record In compliance with the Fax g09-427-a6g4. A PNL PLI<-SOFF q Florida Building Code, i - i - - Creator,E.•Gonzales SCALE V2" 1'w0" Date;4/24/2013 SHEET 11 OF 12 • fi.001n. 16.001n. Cladding Framing r i 6.001n. ' • PRODUCT RENEWED •PRtOUCrREVIS D as couoywq with dw F&ffW1PkttJ4)EJ�6 �' as complying with the Florida Suiiding Lode j NOA-No. 17-0406.06 'Ao�tan�Rto Expiration 05/0112022 > i� 7YF'. .1 R�d rR4gpy Bx h d •'• B iV9iRai� iPrmdtfotCo�htao6 •: Y Y Miami-D d Product Control 2� l�ssra � ■ NOMINAL20 GAUGE 3-5/8"X 1-6/8"$TEEL STUDS 16"O,G. FASTENED WITH 6/8"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 WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C DDIN HARDIESOFFIT,CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-1$,0.315"HEAD INSTALLATION C�FfAII,S METAL STUD CONSTRUCTIONDIAM4 ERX 1-114'LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 (B FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building ProdUots,Inc. SCREWS T O.C.AT PANEL EDGES AND INTERMEDIATE w _ 10961 Elm Avenue STUDS Fontana,CA 92337 Phone:209-356-6300 sizs FscM tao Dwo No REV Fax 909-427-0634 A PNL-PLK SOFF 9 Cre�dor: E.Gonzales SCALE I-=d'-0" Date:41213 SHEET 12Ori 12