Loading...
HomeMy WebLinkAboutNOAB A ICQNtIEC �Nl... , ' MIAMI•DA�DE. COUNTY CR. C V !1 � imv.na�u AccREwrEo ACCREDITED _ & ASSQCiatES, 1rFe,, By LABORATORY July 30, 2017 ST. Lt?C#,E COUs'TX BUII� ._ SION Pingsheng Zhu, P.E. REYiE' " D FOR COMP Product Compliance Engineer REWEIVED BY James Hardie Building Products - 1)A- TE if 10901 Elm Ave. PLANS AN, PERMIT MUV BE KEPT ON JOB Fontana, CA 92337 OR No IN'I pECxIIfJN WML BE MBE, RECEIVED Re: NOA-17-0406.06 `, MAR 19 2018 Relative to FBC 2017 Project RIO-2679AA-17 ST. Lucie County, Parmitting Dear Pingsheng: i After review of the 2017 FBC, it is my opinion tl%at the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. THESE PLANS AND ALL PROPOSED WORK Referenced Standards in the 2017 FBC: ARE SUBJECT TO ANY CORRECTIONS 1. Wood: AWC NDS-2015 & SDPWS-2015 REQUIRED BY FIELD INSPECTORS THAT 2. Structural Loads: ASCE/SEI-7-10 �i 3. MAY BE NECESSARY IN ORDER TO Concrete: ACE-318-14 4. Masonry: TMS402-2016/ACI530-13/ASCE-5-13 COMPLY WITH "_ AP,PWQAAPW 900119t 5. Structural Steel: AISC 360-10 (Including*anual of steel construction 2010 (10 ed' 'o 6. Cord -formed Steel: AISI 100-12 INCRALED FASTENERS OR ATTACHMENTS 7. Aluminum: ADM-1-2015 ARE THE RESPONSISILRY OF THE In addition, I am making the following Statement of Independence as requested: CONTRACTOR OF RECORD 1. Ronald . gawa. does not have,nor does it intend to acquire or will it acquire any financial interest In any company manufacturing or distributing products.for which evaluations are Issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being'issued. 4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the product. Should you have any questions on anything, please contact me. Sincerely, Ronald 1. Ogawa, P!E. U RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 IAS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third PartyQuality Control Agency (714) 292-2602 ronO-riogawa.com CC: Roger Ogawa — RI Ogawa & Associates, Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 . Fax (714) 908-1815 • E-mail: roger a-riogawa.com Mailing Address:16835 Algonquin St. #443. Huntington Beach. CA 92649 • Phone (702) 491-3710 • Fax (714) 908-1815 • E-mail: debbV6_)riogawa.com Engineering • Quality Control • Product Development • Inspections • Code Consulting • Expert Witness 9 Testing cauK17y �r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the', expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" , and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail�Lap Siding; HardieSoft, 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 Iof 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. I 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 agecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 *17,7/2017 Page 1 it James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-03IL07" 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) Uniforrn Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-lap*awings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, 'dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkee i P.E. "Submitted under N04 # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # I5-012Z 04" 1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. AO ko47/7-01 *7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 WAl L LENGTH Stud Spacing at 16" O.C. PR r REY coft WAU i.. ;1_�. .I PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 By 05/01/2022 W t► S I Nails at 16" Q.C. (typ.) 3/8" Minimum Edge I)Mance 9lL A Sheathing fastener, as desedbed in Note 1 Panel fastener, as described in Note 2 ! HardiePanel, Cempanel. Prevail Panel Siding Water -resistive barrier per Florida Building Code Section `. h, .� 1404.2 518" thick / 6 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed r by the Architect or Engineer of Record in compliance with the Florida Building Code. pRQE)QZ T DM- �PMII�t sEE FiardiePanelO. CernpanelO, & DETAIL PrevW11D Panel Siding materlals are nonasbestos fiber -cement products 18" f�Ick! 5 ply APA rated tested in accordance with ASTM I plywood sheathing in C1186 Grade 11, Type A and meeting a=oaiance with Florida the requirements ofthe Florida Building Code Section Building Code. 23223 IMELDIMMM,i M water -resistive iNath Length Thickness barrier per Florida 4' g,9,10' 5116" Building Code Section 1404.2 QN PRESSURE.) ATLNG 2` X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs 76 psf Hardii Impact Resistant— Cemp nel, SECilQ�l B-$ Cempanel, Planks installed over 3!B" thick / 5 p1Y Peeva;l Panel APA rated plywood sheathing Siding -HARDl1Yl' ¢,C?_ildlp IVEIL, PR[11A1�. PA6 "IpjNQ 1NSTALI_ATIOfiI�ETAt4$ • AlI installation "hail be acne in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. • Wood studs where HardiePanel, Cempanel, prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA ■ [Note 4] 50 ihick15 ply APA rated plywood sheathing shall be attached to the studs in - -accordance vAth Florida Building Code Section 2322.3. ■ The siding panels shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 1 tS" O.C. • [Mote 21 The siding panel fastener shall be a 2" long, 0.22S" head diameter, 0.09z, shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick/ 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator: E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION bETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNI- PLK-SOFF 1/2, =1'-0" I Date: 4/24l2013 I "HEST 1 OF 12 Fastener Spacing per Florida Building CodE Section 23223� • • • • r ■ 1. •pRe` tliWtRfEVISED - • � 4*Wit* ftlarift ftla w (7cac Accepum No l2 . ' Qtilm� Product C9araot • • - 16.O0in. Cladding Framing I• Sheathing I•I PROD11crRE s-U) PRODUCT RENEWED as convbft VIM deiioe8s as complying with the Florida 9�I�,G?� Building Code I •- N. 1 4G f NOA-Nb. 17-0406.06 • Ex iratian e05/0112022 l ' • t producta By I ' ��0`•'••FL0 Miaml- a duct Control ( fi��+ • ' i i �iiAMiNG f ■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16"OFASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAWRY LOAD ARE BOTTOM WITH 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) C CONNECTION) • = THE WALL AND SOF51T FRAMESARr= TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SFIE IHI NA ■ NOMINAL 6/8" THICK/ 5 PLY APA RATED PLYWOOD 3 HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION SUIL.DNG CODE SECTION 2322.3 O,4 ON—Gi James Hardie Building Products, Inc, ■ THE PANEL IS FASTENED WITH 2" LONG, 0.223 HEAD L AMETER, 0.092'•' SHANK DIAMETER, CORROSION ® 109p1 Elie Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT - Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone' 909-35fa-6300 size pscm No ewoNo r • - ---I- Fastener spacing per Florida Building Code Section 2322.3 Fax 909.427-0634 A PNL-PLK-SOFF 'Creator. E. Gonzales sense 1" = T-0, Date: 4124/2013 sHQr 2 OF 12 PRO[ as con Buildir NOA-h Expira By_ Miami- 1 WALL AETTAD,AA wcfkvwa No WALL LENGTH OP Stud Spacing at 16" O.C. No. 2f 1 57AiL''F SEE DETAIL A — 6/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 PROI�UCC�>�SC,$E�TE�h, i� HardiePanel®, Cempariel8i, & PPevailO Panel Siding materials are nonesbesto; fiber -cement products tested in accordance with ASTM C1186 Grade 11 Type A and meeting the requirements c the Florida Building Code. Water-resistive1`Q'L-0-S_ Width Length Thickness barrier per Florida 41 8 g 10' 5/16" Ruliding Code Section 1404.2 J:) G-N�RF-55UR� F JT}G Installation Design Pressure 20ga, 3518" X 1-S18" Metal Studs -104 psf Metal C-stud _; �� r Impact Resistant- s �E \ ----- --- - - —�-�-- :- --. . '----- . . N<< � I_ Jl � HardtePanei, Com anel, Panel installed over 618" thick 15 ply B .E-- [ ,5>~C�OI Prevail Panel APA rated plywood sheathing 3/8" Minimum EdNails at 6" O.C. (typ.) Edge Distance siding ' Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2- HardiePanelO Siding Water -resistive barrier per Florida Building Code Section 1404,2 r 518" thlok 15 ply APA rated QCT RENEWEDL plywood sheathing fastened iplying with the Florida to metal studs as described g Code o. '[ 7-0406.06 in Note 1. :Eon D te05/01/2022 20ga, 3-5/8" X 1.5/8" Metal GstUd The wall and soffit frames are to be designed Oa.de Product Control by the Architect or Engineer of Record in O compliance with the Florida Building Code. IiA}�.DljwpANELyCENIPAN�L,,.,PE,�_EVAfL PANF.�IzS[bilVG 1T�1S�,}1�1�L,�i1�ETAiLS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HordlePanel, Cempanel, Prevall Panel Siding will he installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ [Note 11 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at Woc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1w long bugle head screw - ■he siding panels shall be installed over 518" thick! 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-518" X 1-518" Metal C studs spaced a maximum of 16" O.C. ■ [Note 2] 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 metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs, the fasteners shall be driven through the 5/8" thick /5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. r s _ 10901 Elm Avenue Fontana, CA 92387 ?hone: 909356-6300 SIZE FSCM NO DWG No Fax 909A27-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE:' if2" 1'-o" Date:412412013 1 SHEET 30F12 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17--0406.06 Expiration te05/0112022 6.00in. By i T >g0000 }"' SSW # t F�pirnrion 7 By M Product fAntrol . II E' E II I.I 6.001n. I I I, . II II I.! I� rttenWr ILEMrAJ 8v'*yi0& Wft dw t lawt22 1� We s ERA I G ■ NOMINAL 20 GAUGE 3.518" X 15/8" STEEL STUDS 18" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO 86 DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE al MINA_ Y 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" HEAD DIAMETER 1-JWLONG BUGLE HEAD SCREW 9=0vNG THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 1-5/8' 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 II 1' I II I•I II II I• I•I I.I � 11 I� lift :.I•I I.1 I J I 1`1 1 1 I' 1 Cladding Framing Sheathing OGA 10. 12� STATE OF ; 4 -NNAV -- - FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AOTION AND VITY LOAD NO PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FORTRE THESE ]LOADS) I ar WALL HEIGH'1 , g with No 16 B at i e" O, as 3/4" Minimum Edge Distance LENGTH SE£ P$QLUc" 'Ego "F U�! DETAILA Hardief'lank®, Complank®, & Prevall@b Plank Lap Siding materials 5/8" thick f 5 ply APA are nonasbestos fiber -cement rated plywdnd products tested in accordance with I i sheathing in ASTM c1186 Grade it, Type A and j ! meeting the requirements of the accordance with Florida Building Code. t, Florida Building Code Section 2322.3 EANEL DjNM%;__QN - _ Water -resistive width Length Thickness » 17 i !� barderperFlodda 59-1/2° 12! 5116" Building Code }. p ! 5eetion 14042 ©ESIG,N PRESSURE 1 IrNO i !•!� ! cc!.2"x4"s-P-F Installation Design Pregsure iZ Woad Studs Wood Studs -92 psf _ - ----- t Lap Siding Impact Resistant - `"� r ' SECTJO Planks Installed over 5/8" thick /5 ply Naffs at le O.C. (typ.) ��i�rriii�� � 1-1Whalt X 5/16" APA rated plywood sheathing thick starteP strip Uf;TALL A .Sheathing fastener, as described in Note 1 . K \ Siding fastener, as _ described in -Note 2 - HardiePlank, ` Cemplank, Prevail Lap Siding Water -resistive barrier \ per Florida Building Section 1404.2 Ar-7Code 11, thick / 5 piy APA rated - -� plywood sheathing fastened PRODUCT RENEWED in accordancewith Florida as complying with the Florida Building Code Section Building Code NOA-No. 17-0406.06 2322.3 Expiration te05/01/2022 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed illy by the Architect or Engineer of Record In Miami i� a Product Control compliance with the Florida Building Code. r commencing--from-tht--hottom course is rated 1 HARDIEPLANK, CI~MPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. '10901 Elm Avenue Fontana, CA 92337 !Phone:0 size FSCMNO i]WGNG A PML-PLK-$OFF Creator; E. Gonzales sc� 112" -1'4 Date: 4124/2013 SHEET 5 OF 12 ••J � REV 1 Fastener Spacing per Florida i Building Code Section 2522.3 Fastener Spacing per Florida PRODUCT RENEWED Building Code Section 2-322.3 as complying with the Florida Building Code NOA-No. 17-0406.06 ,-_ _ 0.75in ' - -� Expiration D efl5101/2022 Miami-adre,-- Product Control �^�._____._.T... _ _�-----^----- -• -- • ' : !'YRQI)1JC'3'REVLSii2 as w+noM witb.the Fksidt 131aL�n$�.adit '^ y ' Wwai :�dCProdaet Coaftig 58,251n. 11=4S 64T CLAopj • -LANK r r'"TFIE�6 in. OC—raj / Cladding { i I Framing • � j � Sheathing It i'M%WuI >n a�pl"�''° with the Flat�a `; �''�.=. �: I CIS No. 121,, STATE OF X ft-&-iZza �aNAL fillet FOR METAL AND WOOD STUDS, PROVISIOKS�FOR DIAPHRAGM ACTION ND LOAD ARE NOT PA%OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOP, THESE LOADS) `HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 Phone:909-356-6500 sv.E rsomwo DM NO REv Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales. SCALE 1" = V-0" Date: 412412013 SKEET 6 or 12 Stud Spacing at 16" O.C. WALL LENGTH yr ...-.T------------- �___ — -1 • -- ri -- --i i 1 :t r >m Wit' 4y" *itib Iti�o;F'U ff& i ; ; ,,, e.- . EIGHT ii `L� i`; I� ? �C-' -------------- I � QN/�l. �]• / � P 3/4" Minimum Edge Distance Nails at 16" O.C. (typ,) 1) LA die Florida (PRODUCT RENEWED as complying with the Florida Bu[lding Code NOA-No. 17-0406.06 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail !gyp Siding Water -resistive barrier per Florida Building Code section 1404.2 518" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 Expiration 06101 /2022 209a, 3-5/8" X 1-518" Metal C-stud The wall and soffit frames are to be designed BY by the Architect or Engineer of Record in Miami- I d product Control compliance with the Florida Building Code. SEE Ponucr Disc tlalr�ol ETA1L A HardiePlank®, Cemplank(l), and 5/8"thick/ 5 ply APA Prevailli Plank Lap Siding materials rated plywood are nonasbestoe fiber -cement sheathing fastened products tested in accordance with to metal studs as ASTM C11$6 Grade II, Type Aand described In Note 1 . meeting the requirements of the Florida Building Code. WateNresistive barrier per Florida PI_ALIK DIMEI9,S_I,ONS Building Code Width length Thickness Section 1404.2 5 9-112" 12' 5/16" 0ga, 3•9811 X 1-M" RESIGN PRI_SSURE RA-nNG etal C, stud Installation Design Pressure ardiePlank, kH Metal Studs -92 psf plank, Prevail ap Slding Impact Resistant --1-1/4'tallX 5/1 s" Planks Installed over 5/8"th[ck/ 5 ply thick starter strip APA rated plywood sheathing HARD1EPi ANiCEMI'LANK, PREi/A1L I ASP 5ibi�G tNSTAi�f�$710N�iETAILS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HardiePlank; Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA ■ [Note 115/0" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at U oo at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screw ■ blanks shall be applied horizontally commencing from the bottom course of the wall with 1-1W wide laps at the top of the plank such that the exposure area of each plank is s 8-1/_4" vertically. ■ ;Note 2) The siding fastener shall be a minlmum No. 8-18, 0.316' head diameter X 2 1/4" long* bugle head screw over metal studs ( or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-114" O.C. vertically and 16" O.G. haftontally; fasteners are driven Into metal studs through 518" thick / 5 ply APA rated plywood sheathing, -fasteners are placed in the overlapping area approXimately 3/4" from the bottom edge of the overlapping plank. ■ Vertical joints shall be placed over studs. * The planks shall be installed over 50 thick 16 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of 16, O.C. ■ Fasteners shall have a minimum edge distance of 318". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 IM FSOM NO . DM NO A I I PNL-PLK SOFF ACreator: E. Gonzales I SCALE 1/2" =1'-0" I Date: 4/24/2013 I SHEET 7 OF 12 6.00in. 161n. OC Cladding r 6.00in. • Framing • PRODUCT RENEWED I 6.001n.00 ! Sheathing as complying with the Florida ► Building Code NOA-No. 17-0406.06 Expiration D to 06/0112022 p. BY- Miami-cratfe'Product Control Mower- REWSM l ,m+a. ccxn�+Yfy�ivg r+ii�h tiie»!/•lip � `�"y rtwo Ahe I / -_�.list" Btid B-1&4 Coe 1Q12 - Z— " ,,N ecSe t7o6tKx CJoatrol P.oa r . I a � = STATE OF --a -NOMINAL20-GAUGE-3-51@"X-S/B-STEEL STUDS 1V' -- --- -- — — ----- --- -- -- - -- - - - - - - - --- - - - -- - - - - - _ _ O.C. FASTENED WITH 518" LONG RIBBED BUGI E 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 PROVIS10145 FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHl;ATLiM NOMINAL618" THICK/ 8 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" HEAD DIAMETER X 1-1/4` LONG BUGLE HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREWDDING lN5TALLATiON OEIAILS MEfALSTUD X;ON57RUCTlON PLANKS OVERLAP 1-1W THE EXPOSURE IS r. 8-114° .lames Hardie Building Products,.Inc. ■ THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1/4" I ONG CORROSION- low Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone 909.356-6300 size FscM No DWG ao rev PENETRATING THE METAL FRAMING), PLACED 3/4" UP FaX 909-427-0634 A PHL-PLK SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator: E. Gonzales sCntE 1" = T• T pate:4/24/20ET 8 OF 12 STUD LOCATION WALL HEICHI WALL L.ENGI Stud Spacing at 16' 0-C_ B-(-- I I I 3/8" Minimum QUAIL A PRODUCT -RENEWED- - - - — --� as complying with the Florida 1 Building Code NOA-No. 17-0406.06 Expiration e05/01/2022 By i Miami- a e Product Control SEE PRO_�UCi USC�iO-N DETAILA Hafdle8offitm & Cemsofft materials are nonasbestos fiber -cement products tested in ~� accordance with ASTM C1186 Grade 11, Type A .e and meeting the requirements of the Florida Building Code. \ St? FI_TjIMEf1SI0 2" X 4" S-P-F _3 Width Length Thickness Wood Studs DXSfOtJLPL kZS__5QjRE�iAT i HardieSoffit, Installation Design Pressure Cemsoffit -Wood Studs -70 psf SQCTION�B_ Nails at 4" O.C. , (typ•)pRanuCT RSvL%W i�x tlCrxEvrs� Distance - m «.rgplyiryr wii� IEae Floridn �� with dw Fkwi& 9und* C�& �/ wooepce kro f-® f ffl" 012W ar lsy Fsmtaec�wow t conto Soffit fastener, as described in Note 1 HardleSofFit, Cemsoffit i i Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Coda, . OGAW4- N0. 21• STATE OF pr l,0 NA)- HARD1ESO�FL�CEM50FFIT_P—kNEL1d 1-USZNJ)E3AlLS '�r���•�s///lt/!!f = Ail lnstailation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood —studs —where HardieSoffit-Cemsoffitwill be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ The soffit shall be installed over minimum 2" X4" S-P-F wood studs spaced a maximum of 16" O.C, ■ [Note 11 The soffit fastener shall be a 2" tong, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail, the fasteners shall be spaced et4" O.C. at panel edges and intermediate studs, the fasteners shall be driven into wood studs located at 16" d.C. ■ Fasteners shall have a minimum edge distance of 3/0' and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc_ 108R1 Elm Avenue Fontana, CA 92337 FSCM No A I j PNL-PLK-SOFF Creator E. Gonzales ISCALE 1/2" G 11-0" 1 Date: 4124/2013 1SHEET 0 OF 12 Cladding Framing. . - PRODUCT RENEWED as complying with the Florida . Building Code N OA-No. 17-0406.06 Expiration V 01/2022 By 4.00in. Miami- Product Control . � PRODUCMET Ism ,, + ` �. OGAW, ++mmoying with as WMplyp g wide &a Vo l& s B�Mi" Code Building Cde o Aca�e1,19W'Al-E7 a�. Expiration 17Ir4c . r -90f7 ; NU• BY . A4imwti � i'n+Aurr GamRol Miain' i�aae Pcvsact Coataot � v STATE ORIaP:�t��ti . ss/ONP- itj i Illy" i 1 FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-117 16d COMMON NAILS (2 PER TOP -AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO 13E DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2" LONG, 0.22$" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 10901 Elm Avenue ' Fontana, CA 92337 Phone.909-356-6300 sizE FSCMN4 Me NO REv Fax909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAie 1"= T0" Date. Z/2013 SHEET 10 OF 12 WALL DEJA1_I -A )NAL L LENGTH Stud Spacing at 16" O.C. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Explratlon D 1/2022 By Nails at 6" O.C. (typ. 3/81' Minimum Edge Distance : fastener, as ribed in Note 1 HardieSoffit, Cemsoffit t ' 20ga, 3-5/6" 41-5/8" Metai C-stud Lj The wall and soffit frames are to be L— designed by the Architect or Engineer of Record in compliance with the Florida Building Code, SEE ES—QjDUCT DES-QKR Q-R HardieSofi"i* & CemsoffitO materials DEiAILA are nonasbestos fiber -cement products — / tested In amordance with ASTM 01186 j Grade 11, TypeA and meeting the requirements of the Florida Building ' Code. 20ga, 3-5/8" X 1-5/8" SOFFIT Dl1Utt<�+ P 8 metal C-stud Width Length Thickness V $. l„ Hardiesoffit, Cemsofiit DESIGN PRESSURE RAIHO EnstalEation Design Pressure Metal studs i i IeJD SECTION BBB,'apFioO �• ��q MODUC17 REVISED p\� P8�WVCT REVISEDuoyh* � as covgAyipg whu ft Florida of -n s r�Po�rl.� No. 121 Di` ra Pm�ctCo>urdiv6 - edeP:odnctCoa,6rol Y �'"'-:4OCPO f�14P �I.ARI71 50FFlCEMSOfFfLPAi�ELINS101±1`QETQILS ��ALN • All Installation shall be done in conformance with this Notice of Acceptari !4H fii�a4,acturees Installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HardleSoffit, Cemsof8t will be installed shall be designed by an Engineer or Architect per the Florida Bul►ding Code and the requirements of this N.O.A: = The soffit shall -be installed -over minimum 20ga; Nominal $-518"X 1-5/8" Metal C-studs spaced a maximum of 16" O.G. a [Note 13 The soffit fastener shall be a minimum No. 8-18, 0.3161 head diameter X 1-1/4° long* ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" Q.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" C.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator, E.-Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 17MM 112" =11.01, PNL PLI"OFF ❑ate: 4/2412013 1 sHEeT 11 OF 12 Cladding i Framing 6.00in. MREVISED PRODUCT RENEWED •a'Cott;piyUVNnth aeP ow& j%0DLCTg0ASM as complying with the Florida Cd a; yi Swkb*9 1=i& Building Code AoCAin S / NOA-No. 17-0406.06 �2 Arl`i° l3"Ci311.07 �itii AWA Expiration 05/01/2022 e �� I By BY icpta�otCl cL� • • �. iMiami-DAdf Product Control SSIOi�P� ■ NOMINAL 20 GAUGE 3-518' X 1.6/8" STEEL STUDS 15" O.C. FASTENED WITH 5/8• 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) r THE WALL, AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 1-ADQ14 HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.316" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Fontana, CA 92337 Phone: 909-356-6300 FSOM No DWG NO R� Fai<909-427-0634 A PNL-PLKSOFF 9 Creator: E. Gonzales SCALE, 1" = d'-0" Date: 4/24/2013 SHET 12 OV 12