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HomeMy WebLinkAboutProduct Approval I� 303 Siain � = �x Manufacturing Specifications 1 fl 9. SCOPE II I The provisions of this specification represent minimum requirements that plywood panelsmust meet to qualify for classification as APA 303 Series Specialty Siding.When qualified,APA 303 Siding meets the(requirements of ANSI/ APA PRP 210,Standard for Performance-Rated Engineered Wood Siding. ,i S. GLUER®N® Plywood shall meet the requirements for Exterior bond classification plywood,as defined in'the most recent edition of Voluntary Product Standard PS 1 Structural Plywood. I 3. VENEER GRADE AND WORKMANSHIP ® GENERAL Rtal UIR ENT 3.1 Veneer grade and workmanship provisions of the most recent edition of Voluntary Product Standard PS 1 Structural Plywood,C-C grade,Exterior bond classification,apply except as modified by this specification. Special face grade provisions shall be those listed in Table 1,pages 2-3. Openings in facelveneers used for three- and four-ply panels are limited to splits up to 1/16 inch wide and other openings up to 1'L,4 by 1/2 inch.Pin knots are tight knots 3/8 inch or less in diameter.Limitations on grade characteristics are based on four by eight-foot panel size.Limits on other sizes vary in proportion. 3.2 Veneer Repairs-Wood—All wood veneer patches shall be neatly made,tapered to a point and be placed with grain of the patch parallel to the grain of the face. 3.3 Panel Repairs—Wood—Wood repairs shall be subject to PS 1 requirements and APA policies. i Wood panel repairs shall be placed with grain of the patch parallel to the grain of the face. �i 3.4 Panel Repairs—Synthetic—Panel repairs shall be made with approved synthetic patching materials in a manner that simulates a natural defect shape. Multiple synthetic patches shall not exceed 2-1/4 inches in maximum width(as measured in narrow dimension) and the patch shall fall fully within the boundaries of a rectangle four inches wide by seven inches long with side parallel to the panel edge. 3.5 Stain—Stain from glue smears or bleed-through or from manufacturing-related sourcessuch as trademarking ink shall not be permitted. iJ Stain from synthetic repair overfill shall be limited to that which assumes the shape of the defect being repaired and within 1/2 inch of the defect edge. I APA i� 'i Ii qt 303 Siding Manufacturing Specificarions I' II TABLE 1 APA 303 SIDING GRADES _............._....._.............._..........___... j _....__........--....-...............----.............__....__..__.._......_.._ ........_....__._..__........._..- --.... .................._._.._.—..__.................._........__......_.....__......--- ........_........ SIDING SERIES --..........-..........-------.-...................-......_-.........--................._.......... ......._._............. ......._..... . Special Series 303 Series 303-6 i ......................_._._...........-----.............................._._.__..._....._........................_..---......__....._..._.........__..._...-....._...._..._......_.._........................_------............._......._..-........ _........- PATCH TYPE Synthetic Wood Synthetic Synthetic/Wood .........................................._................._.._...._............................................_.......__._........:........................_........................................................_...._......_................................._.-........._.- _.._................_.-.................. SIDING DESIGNATION I 303-OC 303-OL 303-NR 303-SR 303-6-W 3036-5 303-6-5/W Characteristics (Clear) (Overlaid), (Natural Rustic) (Synthetic Rustic) _...------ - .._...- ...._._..---.-...........__.._................_....-_..._.__....._...._..............._—................._..._._...._.__.........._._..........._.............---.._.........__.........................._..._:..._........__........................................--- Tight Knots NP6 "B"grade 1-1/NLm ax." 1-1/NL ax. NP NP NP i substrate Knots ........._._..._.__ ._.................. ..............._._....._.........__......................................-------...---.................___---....__........................____.....................--.........._..... --- as provided Some as Same as 3/8"max. 3/8",:ax. 3/8"max. Pin Knots NP per PS 1 Tight Knots Tight Knots NL NL NL Knotholes NP ---NL°__---- NF _.__..-.___-__NI ----.----_..._.._._.-----.__1"NL1-1/2",Occasional Occasional 1-1/2", ', P NP All Patches NL except Limit 6 Limit 6 Limit b Any num- Listed Below as noted Any number Any number ber combination ._........__..._�._:.---- combination combination synthetic or wood Synthetic I 1-1/2"x 3-1/2" 1-1/2"'x 3-1/2" 1-1/2"x 3-1/2" Natural NP NP NP Shape max. max. Max. ..............................._......_.__...................._.._...-------........................................................_............_........._.......................---...-............................ ................._.............................................................. 1-3/4° z 3-3/4" 1-3/4"x 3-3/4° i Routedmax.except 2 max.except 2 i 1-3/4°x 3-3/4" Natural NP NP NP at panel edge at panel edge Shape Max. or end may be or end may be 1",x'18° 1"x18" ' Patches Wood 2-1/4"x4-1/4" 2-1/4°x 4-1/4° 2-1/4"x 4-1/4" Veneer NP NP max.Must be color max.Must be NP max. - - matched.Limit 2 color matched. i 1"x 3-1/2" max.except 2 i 1"x 3-1/2"max. Panel at panel edge except 2 at panel (Router NP NP NP or end may NP or Sled) I be 1"x 18". edgebeo1"x 18" Must be color matched. _........_..._.......--- -._._.........--------.—._.._......---------...-.... - -- -.....__...._-........................:._-........._...._..---........_._.._—...— Multiple Synthetic NP NP NP NP �NP NP or Wood 8'to point — 1/L mH 64 Limit/4 over 1/8"to 1/8"NL x.to 1/16�L 24" 1/16 x 24° 1/16"x 24" Open max. point- max. max. max. f 1/4"max.x24°f I,NL NL j Splits 3/8"to point NL ; Synthetic 1/2'x one-half I NP NP NP See'Shims See Shims Repaired panel length to a point NL All Shims Limit 6 Listed Below Limit 3 Limit 3 Limit 6 Limit 6 Any number combination __...-- ------ Shims Synthetic NP NP See Synthetic NP 3/16°x 24° 3/16"x 24" Repaired Splits imax:.......---...................._max:.................... ........_...............:. .......................................................................................... Reasonable Reasonable 3/16"x 24° 3/16"x 24° i Wood color match color match NP Max. INP max. 3/16"x 24" 3/16"x 24" 1/4"x 1/2" 1/4"x 1/4" 1/4'x 1/2° 1/4"x 1/4" 1/4"x 1/4" 1/4"x 1/4° max.Glueline Max. max. - Max. max. Max. exposed-Limit 6 Voids-Mist a Glueline not Glueline Glueline not Glueline not Glueline not 1/4"x 1/4" exposed exposed exposed exposed exposed notexposed NL NL NL NL -'I NL NL i - ._....._.... ----- - --- Ii Form No.B840U ■ ©2016 APA-The Engineered Wood Association ■www.apawood.org 2 I'I U �i i 303 Siding Manufacturing Speeifica+ions t ;I --..........................................--.._..........._.._......_................_..._._...................__.........._.._._....._._.._._...._.................__............_.._......_..__..-_........-_............_....._........................_.._...._.._......................_...... .._._......_.._.._......................._....__........... . I! TABLE 1 APA 303 SIDING GRADES(CONTINUED) -----__.._._....._.........._._.-. _-._.__._. . l._._. SIDING SERIES Special Series 303-18 I Series 303-30 _....._.................--.... _........._............_................._—._............................_!....._..............._................_._..__. _.......................................... ......................................__................... PATCH TYPE ................_........................................................ ....................................... ............................................................._.............. . ................_..... ......................:i_..............._.. _.............. ................... ...... Wood Synthetic Synthetic/Wood Wood Synthetic',] S�thetic/Wood — SIDING DESIGNATION ..............................._._....---................._._..................................................._.-............ - ........- — ---- Characteristics 303-18-W 303-18-S 303-18-S/W 303-30-W 303-30-S ' 303-30-S/W ......_-....__........... .._.........----- ..._..._........._.._._....---._.—.._.................. ......._......- -- ...__.. _ ...__.....- NP Knots NP NP - - NP NP NP Knots pin Knots 3/8"max.NL 3/8"max.NL 3/8"max.NL 3/8"max.NL 3/8'max.NL 3/8"max.NL _............._._........__._.._._.__.._......_..............-..__.....-.._—_....__._.______..._._- -----._..._.._...._._.-.-= ----.__.-..._-_ .___ —_...__....._............-..__..____ Knotholes NP NP NP j See See See Misc.Voids Misc.Voids I Misc.Voids ........................_.._._.....:.----.._..----.._._.._........---.._..._......------------...__._-----.._ ._. ....... ----I---.-.................................. ......_.._.........._..._...:.------.............................. - --........... _...._..................... .. .. Limit 18 Limit 30 Limit 18 Limit 18 Limit 30 Limit 30 11 All Patches Any number Any number Any number I, Any number Any number Any number combination combination syn- Listed Below€ combination combination combination combinatio,'n except as noted except as noted synthetic or wood i except as noted except as noted thetic or wood except as noted I except as noted .._ ShapeIc. ................_..NP_.---1-1/2"x Max.1/2•.-..._1-1/max. 1/2° - NP 1-1/max. 1/2" 1 3-1/2" --- Natu i -1/2°x max. 1-3/4"x 3-3/4" 1-3/4"x 3-3/4" j, 1-3/4"x 3-3/4" 1-3/4"x 3-3/4" Routed max.except 2 max.except 2 at max.except 2 at max,except 2 at Natural NP at panel edge panel edge or j NP panel edge,or panel edge or i Shape i or end may be end may be I end may be end may be 1"x18° -1°x18" 1'x18 � 1"x18" _._.........__.....__..........._.._........._........_ ) ........... Patches Wood 2-1/4"x 4-1/4" NP 2-1/4"x 4-1/4" 2-1/4'x 4-1/4" NP I 2-1/4"x 4-1/4" Veneer 1Max. max. max. max. i .............................._._..._......--_..................__... __._........__....-- --...._............---...--1'---'-..............................................___.....__................--'-......'"--.............. ._..._.... 1"x 3-1/2" 1°x 3-1/2° i 1"x 3-1/2" 1"x 3-1/2" Panel max,except 2 max.except 2 at max.except 2 at max.except 2 at (Router at panel edge NP panel edge or I panel edge or NP panel edge or or Sled) or end may be end may be ! end may be end may be 1"x18" 1"x18" 1 1"x18° j. 1"x18" Multiplej- NP T Per Sec.3.4 Per Sec.^3.4 NP Per Sec.3';4 Per Sec.3.4 Synthetic Limit 2 Limit 2 ; Limit 31 i Limit 3 Die cut Die cut ; Die cut Die cut or router or router or router or router Wood NP I Clusters of 2 NP i Clusters of 2 Clusters of 2 Clusters of 2 i Die cut only 1 Die cut only 1 Limit 2 Limit 2 Cluster of 3 Cluster of 3 ...---.......................__......................_................_................................-..-....-_...._... _..._._......_..._.......... - .._.._._.........._ _._._...._.. 1/8"max. 1/8"max. 1/8"max. 1/8"max. r 1/8"mdz. 1/8"max. Open to point NLf to point NU to point NL' to point NLS to point NLf to point NLS Splits ........._..... __..—-^-........_.......__._.._.._....---._..._............._... ----....__............--j __...--.-......_.........._;...................._._......__....._.._....._...._........._._.._ Synthetic NP 3/8"max. 3/8"max. NP 3/8"max. 3/8"max. Repaired to point NL to point NL to point NL to point NL 3/16"max.x 3/16"max.x 3/16"max.x 3/16"max.x Synthetic NP panel length NL panel length NL NP panel length NL panel length NL Shims -- - 3/16"max.x 3/16"max.x I 3/16"max.x i,i 3/16°max.x Wood panel length NL NP panel length NL i panel length NL NP ;'� panel length NL -- 1/4"x 1/2° 1/4"x 1/2 1/4"x 1/2" 1/4°x 1/2" 1/4"x 1/2" 1/4"x 1/2" max.Glueline max.Glueline max.Glueline max.Glueline max.Glueline max.Glueline exposed- exposed- exposed- exposed- exposed'.- exposed- Voids-Mise.a Limit Limit 3 Limit 3 I Limit 3 Limit 3 Limit 3 1/4"x 1/4"max. 1/4"x 1/4"max. 1/4"x 1/4"max. I 1/4'x 1/4"max. 1/4°x 1/4"I max. 1/4"x 1/4"max. i Glueline not Glueline not Glueline not Glueline not Glueline'not Glueline not exposed NL exposed NL exposed NL exposed NL exposed NL exposed NL _...........-_...__................ . ........................................._.................................._._—..-......._.................._..... ........_..... .._....._...................................---...._.. a. See paragraph 3.8 for overlay requirements. i b. NP-Not permitted. 1 c. Unless otherwise noted,least grade characteristic dimension is across the grain measurement. d. NL-Nolimit. e. 1/4 inch by 1/2 inch maximum in 3-and 4-ply panels. f. 1/16 inch maximum in 3-and 4-ply panels. g. Missing wood otherthan knotholes(i.e.,chip outs,worm or borer holes). 41 I I �i i u Form No.B840U ■ ©2016 APA-The Engineered Wood Association ■www.cpawood.org 3 1 it ji .I 303 Siding lvkr rluiacturinQ Specificaiions 3.6 Core Gaps and Laps-Core gaps in veneer used adjacent to faces shall not exceed a maximum width of 3/4 inch. Every effort shall be made to produce closely butted core joints.Laps in plies adjacent to faces are prohibited. 3.7 Decorative Treatment.-Face plies must have some form of decorative treatment which may be in the form of overlaying,rough texturing,grooving,embossing,striating,brushing,or scratch sanding.'Scratch sanding is sur- facing in a standard sander without oscillation using a coarse paper.Smooth sanding is not permitted.Decorative treatment skips are not permitted except as may occur in repair of voids at bottom of grooves.Rough texturing shall be perpendicular to the face grain direction.Faces shall be bonded to the panel with tight side out. Except where purposely arranged for decorative effect,veneer joints in panel faces shall not exceed two per panel in Special Series 303-OC,and joined pieces shall be reasonably matched for color when used as faces in Special Series 303 and 303-6 and joints shall be parallel to panel edges within 1-1/2 inches. i! 3.8 Overlays-Overlays shall be approved PS 1 Medium Density Overlays or approved PS;1 Special Overlays that meet Medium Density weatherability and durability acceptance criteria. I. 4. SPECIES Species covered by this specification are those listed in PS 1,except other species may be used as given below. li 4.1 Panels classified for species group through panel property testing in accordance with PS 1 as permitted for Decorative grade may be used for 303 Series siding subject to the following condition: i 4.1.1 Only species listed in PS 1 shall be used for crossbanding when qualifying for Span Ratings by meeting requirements of Section 7.1 or 7.2. 4.2 Species otherwise not provided for in PS 1 may be used in APA 303 Series siding panelssubject to the following conditions: 4.2.1 Species group assignment shall be established in accordance with procedures established for PS 1 species grouping when such group assignments will govern use of the species for crossbanding as covered by this specification. i 4.2.Z Panels manufactured with unlisted species for faces shall be identified by the common name for that species and there shall be no reference to PS 1 in the panel trademark. ,i S. PANEL CONSTRUCTION i 'I Panel construction shall conform to Table 2: !' -............ ...................._.._................................................................._..__._..._._._................................._....._......_.__....__..._................._..............----..._..._....._..._. TABLE 2 ...................--.............---._....- ........... — ............ --.......----... _...- ...-------------..._.._..._..............................__...._ Panel Performance Category Minimum Number of Plies Minimum Number of Layers -------.....................................------- �._._.. ........__...._.....---._._._...---- -- ---------- Through ----- Through 3/8 3 3 ..._....._.__._....................._...................---.._..._.................--...__.._._._._.._..__................................_...__....._.__........._............_........----._...._.._.................._.........__.._......_........................_..----...__...._...........-- j Over 3/8,through 5/8 — 4 3 --....._.....__...__.-...._.__.......__................................ ....._._...........---......_...........................................----....--------........_._.....__.._... Over 5/8,through 7/8 5 5 Over 7/86 5 -..._..........................._...----- .......__._..........------------ ... .................... -------- __-- i ' ......................................................................__..............................................--.._._.._.........._............................_.........._...._.........................-----...._............................................................................._I......-...--.........-_......._._....................._ I 'I ,I Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 4 A ii • ,I I Stciittg Manufacturing Specificaf ns 6. GROOVES Except as specifically permitted below for sloping grooves,the bottom of any groove shall occur within the face or within a ply,the grain of which is parallel to the face veneer. 6.1 The bottom of Vee grooves whose sides slope at an angle of 75°or less from the plane of the face may occur within a core veneer.Any openings 1/16 inch or more in dimension intersected in the core veneer shall be solidly filled with an approved synthetic patching material. 6.2 Where grooves are wider than 3/8 inch,any voids at the base of grooves shall be solidly Milled with an approved synthetic patching material or be patched with wood repairs subject to PS 1 requirements and APA policies. �i 7. SPAN RATING :I Siding panels shall qualify for Span Ratings by meeting the requirements of Section 7.1 or 7.2: Alternatively,panels may qualify for Span Ratings by performance testing in accordance with the requirements of ANSI/ APA PRP 210.Additionally,such performance tested panels;except for lap siding,must meet(wall racking criteria for sheathing as given in ANSI/APA PRP 210.Thickness at the point of nailing shall be that at the base of grooves at panel edge(if grooved)unless otherwise recommended by the manufacturer,and shall determine test load requirements. 7.1 Siding panels intended for direct application to studs spaced 16 inches o.c.shall conform to the following requirements. Panels meeting the requirements of 7.2.5 also qualify for direct application to studs spaced 24 inches o.c. I 7.3.3 Panels shall have an average thickness of not less than 5/16(0.312)inch in any 167inch width. 7.1.2 When two crossband layers remain intact,the minimum thickness of crossbanding shall not be less than 1/16-inch Group 1,2,or 3 species. li 7.1.3 When only one crossband layer remains intact,the requirements of Table 3 shall tapply. i _........_._........................................_..........................................................................._......_........................__ ..._..................._..................................................................... i TABLE 3 I Minimum Net Panel Thickness at Number Minimum Species r Minimum Thickness j Item Any Point After Face Treatment of Plies Group of Crossband of Crossband No. (no minus tolerance) in Panel Remaining Intact Remaining Intact _......_.......... ----_..._- 1. 9/32"(.281") 3 1 1/6" ..__........................_.............._._.__...............................----..._..........)_..................._........._.......---......._........................---...-........__.............................._._............_........--....................................._........>................................................_...._. 2. 9/32'(.281" 3 2 or 3 " 3/16" ..............................._.—...—.__.........__._........... __._.......-----......._..._._._..._..........._............._..__..._.._........_._._.......................__..................... ........................................._..........._......_.._......I..._........._........ 3. 9/32"(.281") 5 1 or 2 1/9" _...................._........_........_..._.........._..................................._........................._..........................................._.._........................................._._...----._........._.._......................_........—......__._..................__................................................................................_.. 4. 9/32"(.281") 5 3 or 4 1/8" 5. 11/32"(.344") 3 1,2 or 3 1/8" ......................................_.............._....................................._..........__.._...._.. ...._............... ..._._..........._........._....-----._......._._._.......-_... -- 6. 11/32"(.344") 3 4 1/7" ............................._.........._...........__..................................._............................................................................._......._........._...............................---._..........._...................................._......._._._...._...................................................__........................................................... 7. 11/32"(.344") 5 1,2 or 3 1/10" ............................................................................................._..........................................._..._........_........__....................__._.___..._...._._...................................................._._ ......................................................................... 8. 11/32" .344".. . . . . . .. ........................................ 5 4 1/9" ( . i 7.2 Siding panels intended for direct application to studs spaced 24 inches o.c.shall conform to the minimum requirements of 7.2.1 through 7.2.4 or the special conditions of 7.2.5. 'i 7.2.1. Panels shall be minimum four-ply construction.Four-ply panels shall not exceed 5/8 inch in nominal thickness and texturing shall not extend into the inner layer.Panels of five or more plies shall have at least two cross- band layers remaining intact. ,i Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 5 303 Siding P✓iorI)fc:cturi1?t9 Srecificutio7 ii 7.2.2 Minimum net panel thickness at any point shall be 13/32(0.406)inch(no minus tolerance). !I 7.2.3 Panels shall have an average thickness of not less than 7/16(0.437)inch in any 24-inch width. 7.2.4 Thickness of crossbanding shall be not less than 1/10 inch. 'I 7.2.; Special Conditions.Panels shall have a minimum of five plies and a nominal thickness of 19/32 inch or more(measured in ungrooved areas),with grooves no wider than 1-1/2 inches and spaced no closer than 12 inches o.c.Panels shall meet the requirements of Table 3,Item numbers 3,4,7,1 or S. �I 8. TEXTURE 1-110 Texture 1-11 (T1-11®)is a specific grooving detail for 303 Series siding panels and is limited to five-ply panels having a Performance Category of 19/32 or greater(the required thickness for the performance category is measured in ungrooved areas).Texture 1-11 pattern details are as follows: i 8.1 Width of groove—3/8 inch;tolerance—plus or minus 1/32(0.0312)inch. 8.2 Depth of groove—1/4 inch;tolerance—plus or minus 1/32(0.0312)inch. �I 8.3 Thickness of panels at grooves—refer to 7.1.3 and Table 3,Item numbers 3,4,7,or 8. 8.4 Groove spacing—four or eight inches center-to-center standard.Other spacing optional!. I 9. APA 303 PANELS THAT MEET CALIFORNIA STATE FIRE, REQUIREMENT The 2010 California Building Code(CBC)contains provisions to address wildland fire risk.Siding products to be used in the Wildland Urban Interface(WUI)areas are required to meet the State's Fire Resistive Standards for Exterior Wall Siding and Sheathing(SFM 12-7A-1). Siding products listed by the California State Fire Marshal in accordance with the Building Materials Listing Program(BML)are considered as conforming to the California Code of Regulations. APA has evaluated two APA 303 siding products for conformance to SFM 12-7A-1. 'I 9.1 The products defined in Sections 9.1.1 and 9.1.2 have.been approved for listing as 8140-20.2.0:0001 and 8140-2020: 0002 under BML Category 8140—Exterior Wall Siding and Sheathing for Wildland Urban Interface. The listings include approval as exterior siding for use in the Wildland Urban Interface areas.Products that meet APA 303 Specifications and the special requirements below are eligible to bear the notation"3031_WUI"along with other applicable marks. 9..1.1 `APA 303"plywood siding with shiplap edges,nominal 19/32-inch thick,(19/32 Performance Category)or greater and grooves spaced no closer than 4 inches on center or without groove's',and manufactured with veneers of all Southern Pine or Douglas-fir face,back and center with cross pli6 of PSl Group 1 or 2 spe- cies,4x8 foot or taller panel.Refer to the manufacturer's installation instructions)and product data sheets. 9.1.2 `APA 303"plywood siding with reverse-board and batten with shiplap edges,nominal 19/32-inch thick (19/32 Performance Category)or greater,grooves spaced no closer than 12 inches on center or without grooves,manufactured with face,back and center of Douglas-fir veneers and cross ply veneers of PSI Group 1 or 2 species,4x8 foot or taller panel.Refer to the manufacturer's installation'instructions and product data sheets. See APA Technical Topics TT-091, California Wildland Urban Interface Approvals for APA Siding,for more information. i' II li Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 6 i ',i I �I 30-3 Sidi),g ManiAacturinu Sperifi;aricns I 10. SHIPLAP EDGES FIGURE 1 I' When panel edges are ship lapped, a profile conforming to Figure 1 is recom- SHIPLAP EDGES_ — ( `) mended to provide for panel spacing. 48-3/8" +0",-1/8" i Groove width Other profiles are available.A tolerance Face 11±71./3.2'.1 1 3/8"6 p! -- Groove of plus 0,minus 1/8 inch shall be allowedTwkfA�- , t/2° ;n depthson specified length and/or width. (+1-%32t �� F i t/2` 11. MARKING 1/2" --- ... ---e€ Back! All APA 303 Series siding production a. Groove depth optional within limitations of Section 7.When groove depth ofpanel shall be identified with an APA trade- edge is less than t/2(+0",-1/16"),note b applies. b. 1/2 inch when panel does not have deep grooves. mark bearing the"303 Series"notation ( c. Thickness should be exact or on the plus side of tolerance toiiinsure a tight joint exposed appropriate under these specifica- to the weather. Note:All dimensional tolerances±1/64 inch unless otherwise noted. tions. The Performance Category and thicknessin accordance with PS 1-09 ................_....-- —.._._-............_..........----.._........__.......................................__.._.._....................._:........._........--.............................._._............................ Section 7.3.e shall be included in the trademark.A tolerance I of plus 0,minus 1/8 inch shall be allowed on specified length Class Patches and/or width. Within the system,there are fdur basic APA plywood siding classifications: i 10.1 16-inch stud spacing reference shall be included in the 1 Special Series 303 permitted in 303-SR trademark when panels meet the performance require- I only;as natural-appearing j synthetic repair ments of Section 7 or the prescriptive requirements of 303-6 maximum 6 Section 7.1,except as otherwise provided in 7.2.5. 303-18 maximum 18 303-30 maximum 30 1.0.2 24-inch stud spacing reference may be included in the ------ - ; --,.._......._.......__._.____— Within the Special Series 303 class, trademark when panels meet the performance require- j four grades are defined: ments of Section 7 or the prescriptive requirements of I 303-OC- clear Section 7.2. j 303-OL overlaid(e.g.MDO siding) ' 303-NR natural rustic(permits open 10.3 Texture 1-11 or T1-11 and 16-inch stud spacing reference knotholes,etc.) �i may be included in the trademark of those panels meeting 303-SR synthetic rustic(permits the requirements of Sections 7.1 and 8. natural-defect-shaped q synthetic repairs) -——..__....__....._._...._..- — --- .............. Within the other classes,grades are further designated: I" -W(e.g.303-6-W) wood repairs only S(e.g.303-6-5) synthetic repairs only -S/W(e.g.303-6-5/W) both wood and synthetic repairs ................................................................---........._..._...............__................._................................................._..- a.Check local availability. ............__..................................................._....._........................................._............................................................. ._.............. .`I h 'I ,I i I� ii II Form No.B840U ■ ©2016 APA-The Engineered Wood Association www.apawood.org 7 it 'I ... ..................... .......... ................................................ .................... ............. ................... 303 Siding Manufacturing Specifications We have field representatives in many major U.S.cities and in Canada who can help answer questions involving APA trademarked products. For additional assistance in specifying engineered wood products,contact us: APA HEADQUARTERS 7011 So.19th St.-Tacoma,Washington 98466 (253)565-6600-Fax:(253)565-7265 PRODUCT SUPPORT HELP DESK (253)620-7400-heippopowood.org DISCLAIMERill The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience.Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability,8r responsibility for the use,application of,and/or reference to opinions,findings,conclusions,or rec- ommendations included in this publication.-Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements.Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility for product performance or designs as actually constructed Form No.BB40U/Revised July 2016 ................................ ................................................... ............................-........................................................................... I. APA REPRESENTING THE ENGINEERED WOOD INDUSTRY Florida Building Code Online Page 1 of 2 SCIS Home I Log In User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications ? FBC Staff. BCIS Site Map Links Search bC i saa�Product Approval USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail +< FL# FL10477-R4 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR-shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived I Product Manufacturer James Hardie Building Products,Inc, Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.com i I Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com i I it Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com I ii Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. i Fontana,CA 92337 A (909)349-2927 pingsheng.zhu@jameshardie.com �I ii Category Panel Walls Subcategory Siding i Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA,Inc. Validated By John Southard,P,E. Validation Checklist-Hardcopy Received d I �I Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 I 1994 i Equivalence of Product Standards Certified By Approved Certification Agency Florida Licensed Professional Engineer or Architect FL10477 R4 Eouiv ASTM C1186 Eauivalency.pdf FL10477 R4E uo iv ASTM E13�Eggivalencv Signed pdf "I i 7 — http://floridabuilding.org/pr/pr app_ dtl.aspx.param—wGEVXQwtDqudsDrIH6I487TCmA... 11/8/2016 Florida Building Code Online Page 2 of 2 i Product Approval Method Method 1 Option A li Date Submitted 05/10/2016 Date Validated 06/16/2016 Date Pending FBC Approval i Date Approved 06/19/2016 I Date Revised 11/01/2016 ,I i Summary of Products FL# Model,Number or Name Description 10477.1 Artisan@ Lap Siding 5/8 inch thick fiber-cement horizontal lap siding with tounge and groove end joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL10477 R4 C CAC Artiari Lap and V-Rustic ATM.odf Approved for use outside HVHZ:Yes FL10477 R4 C CAC Miami Dade NOA 15-0122.03.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/01/2017 Other: For use in HVHZ install In accordance with Miami Installation Instructions . Dade County Florida NOA 15-0122.03; For use outside HVHZ FL10477 R4 II Artisan Installation Instructiou.pdf install in accordance with manufacturer's installation FL10477 R4 II Miami Dade N0A 15-0122.03.odf instructions. Verified By: Intertek Testing;Services NA,Inc. Created by Independent ThirId Party: Evaluation Reports Created by Independent Third Party: 10477.2 Artisan@ V-Rustic Siding 5/8 inch thick fiber-cement siding with interlocking horizontal and vertical joints Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10477 R4 C CAC Artian Lao and V-Rustic ATM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/01/2017 Design Pressure: N/A Installation Instructions i Other: FL10477 R4 11 Artisan V-rustic installation•Ddf Verified By: Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Th,ild Party: ii Back Next i �l Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i1 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: II Credit Card Safe !I i. i http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I487TCmA... 11/8/2016 Report prepared for: Pingsheng Zhu(.lames Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM I ntertek AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s)Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s).This authorization also applies to the Multiple Listee model(s)identified on the correlation page of the Listing Report.This document is the property of Intertek Testing Services and is not transferable.The Certification Mark(s)may be applied only at the location of the Party Authorized to Apply Mark. Applicant: James Hardie Building Products, Inc. 10901 Elm Avenue Fontana CA 92337 Country: Contact: Chad Diercks Phone: 909-356-6366 Fax: 909-427-0634 Email: chad.diercks@jameshardie.com/Marko.Suput@JHResearchUSA.com Party Authorized to Apply Mark: See following page(s) Evaluation Center: Intertek(Coquitlam) Control/Client Number:205963 Authorized By: Thomas J. Patterson, Director of Certification Intertek Tc-sting`c-tsAcec NA, lnf; 545 F Algonquin Road.5te H,Artingtop Huigl45. It., 500Q5 USA. Phc)nf;X47-4;9-5667 Fki,j6.17-439-7:320 Vt� C ~� US ii Intertek This document supersedes all previous Authorizations to Mark for the noted, Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to peril copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement,they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Testing Standard(s): :ASTM E330(2002):EN 12467:2000(E):ASTM E136(2064):ISO 8336:1993/Amd 1:2004 (E):CAN/ULC S101 (2007):ASTM C1186(2007):ASTM E84(2011 c):ASTM E84 (2011b):ASTM El 19(2008):ASTM E84(2008):ASTM E84(2010):ASTM El 19 (2010):ASTM E84(2011 a):ASTM E84(2012) Product: James Hardie Artisan@ Siding Products ATM for Report 3097158;3128317;3133121;3143474; ATM Issue Date: 05/10/2016 3097158; 3140071 COQ-007;3140071 COQ-005; 3140071COQ-006(a),6101547645,G101663970, 6102026457 James Hardic Building Products,Inc.1 28273 1 Rev:Dec 28 2015 10:04AM I Uncontrolled Copy i 'Page I of 12 ! 0 Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM �J Listing Section(s): EXTERIOR CLADDING SYSTEMS & COMPONENTS 0 OTHER PRODUCTS CSI Code: 07 40 00 Roofing and Siding Panels CSI Code: 07 44 56 Mineral-Fiber-Reinforced Cementitious!Panels Description: Artisan@ Siding Products are fiber-cement products that are manufactured with a nominal ithickness of 5/8 inches, a width of 5-1/4,7-1/4 or B-1/4 inches and a length of 12 feet. Artisan@ Siding Products are available as Artisan@ Lap Siding and also under the product designation Artisan@ V- Rustic Premium Exterior Siding,which is available in the same dimensions but has a different edge lap design. it RATINGS i! NOTE: The ratings granted below, where indicated for Artisan@ Lap Siding, do not apply to Artisan@ V-Rustic Premium Exterior Siding. Ratings achieved by Artisan@ V-Rustic Premium Exterior Siding are indicated in the section allocated for that specific product variant, noted further below. ! ARTISAN@ LAP SIDING Artisan@ Lap Siding has achieved the following ratings when tested ini'accordance with the corresponding standards: I„ Standard Rating Grade ll, Type A, Non-Asbestos Fibre-Cement Flat j ASTM C1186 Sheets Flame Spread Rating: 0 ASTM E84 Smoke Developed Rating: 5 ISO. 8336 Category A, Class 2, Level I BS EN 12467 Category A, Class 2, Level I r ASTM E119 CAN/ULC 1 hour Fire Resistance S101 Refer to Design No. JH/FCS 60-04 iASTM E136 Non-combustible ASTM E72 Assemblies: .I James Hardie Building Products,Inc.128273 1 Rev:Dec 28 2015 10:04AM Uncontrolled Copy Page 2 of 12 I I� Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM �I i d In addition to the ratings above, Artisan@ Lap Siding has achieved performance ratings in accordance with ASTM E72 as described below. I System 1. The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4;in. softwood pine studs of nominal specific gravity of 0.45. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners!were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 in._ long installed with a pneumatic Hitachi coil nailer. System 1 results: Ultimate Load (positive) : Ultimate Load (negative) 16 In. on center 257 psf 98.5 psf 24 in. on center 264 psf 55.6 psf !j System 2: I! The Artisan® Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4�in. softwood pine studs of nominal specific gravity of 0.45. It was attached by,'fastening through the boards at each stud 1-1/8in. down from the top edge, with,the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners,were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 ir . long installed with a pneumatic Hitachi coil nailer. System 2 results: Ultimate Load (positive) Ultimate Load i(negative) 11 16 in. on center n/a 236 psf I 24 In. on center n/a 125 psf System 3: The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed'from nominal 2 in. x 4 in. x 20ga steel studs. It was attached by fastening through the boards at each stud', 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle head screws. James Hardie Building Products,Inc.128273 Rev:Dec 282015 10:04AM Uncontrolled Copy i Page 3 of 12 ;i Report prepared for:'Pingsheng Zhu(.lames Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM i, I System 3 results Ultimate Load (positive) Ultimate Load (negative) 16 in. on center n/a 160 psf 24 in. on center n/a 125 psf ;I System 4: The Artisan@ Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed from nominal 2 in. x 4 in.;x 20ga steel studs. It was attached by fastening through the boards at each stud 1,-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in, long ribbed bugle head screws. ....... — — System 4 results: Ultimate Load (positive) Ultimate Load (negative)- 16 in. on center n/a 236 psf 24 in. on center n/a ;233 psf - . - _ ASTM E330 Assemblies: In addition to the ratings above, Artisan@ Lap Siding has achieved performance ratings in accordance with ASTM E330 as described below. System 5: u The Artisan® Fiber Cement Lap Siding (8-Y4 in. wide x 5/8,in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in;.,x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nailsi at each connection. Sample material applied to wood framing with a 2-3/8in. by0.113 in. diameter ring shank nail (blind) 1 in. down from top edge at each stud location, and a 2-1/2 in. 16ga finish nail (face) % in. down from top edge at eacki stud location. Overlap was 1-1/4 in. I� ! System 5 results: Ultimate Load (positive) Ultimate Load (negative) 16 in. on center ,n/a 240 psf System 6: " James Hardie Building Products,Inc.1282731 Rev:Dec 28 2015 10:04AM Uncontrolled Copy Page 4 of 12 ii Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM The Artisan® Fiber Cement Lap Siding (8-1/4 in. wide x 5/8'in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nails at each connection. Sample material applied to wood framing with a12-1/2in. by 0.092 in. diameter smooth shank nail (blind) 1 in. down from top edgelat each stud location, and a 2-1/2 in. 16ga finish nail (face),% in. down from top edge at each stud location. Overlap was 1-1/4 in. 'I — System 6 results: y Ultimate Load (positive) Ultimate Load (negative) 16 in. on center n/a 135 psf ARTISAN®V-RUSTIC PREMIUM EXTERIOR SIDING Artisan@ V-Rustic Premium Exterior Siding has achieved the following ratings when tested .in accordance with the corresponding standards: i Standard Rating ;ASTM C1186 Grade II, Type A, Non-Asbestos Fibre-Cement Flat Sheets f - Flame Spread Rating: 0 ASTM E84 Smoke Developed Rating: 5 II 11S08336 Category A, Class 2, Level BS EN 12467 Category A, Class 2, Level I 5 ASTM E119 1 hour Fire Resistance I SA01/ULC Refer to Design No. JH/FCS 60-04 ASTM E136 Non combustible ASTM E330 Assemblies: �i In addition to the ratings above, Artisan®V-Rustic Premium Exterior Siding has achieved performance ratings in accordance with ASTM E330 as described below. Average System Framing ,Stud Panel Fastener Ultimate g �No. Spacing;Fasteners Spacing Negative Wind Load* (psf) F—F—F-10.092" ;Blind-nail, James Hardie Building Products,Inc.128273 1 Rev:Dee 28 2015 10:04AM I Uncontrolled Copy 1 Page 5 of 12 I� i Report prepared for:Pingsheng Zhu(James Hardie Building Products.Inc.)on 5/10/2016 11:56:22 AM I shank one ! diameter X 'fastener at Nominal 0.222" headeach stud 2"A" SPF '16" diameter X ;location 99.9 2+BTR lumber .2" long ,along i corrosion- :tongue resistant and - Hall _ _ groove . 0.092" Blind-nail, shank ;one diameter X fastenerat 2'x4'Nom1 SPF , '0.222" headeach stud 8 2+BTR 24" diameter X 3location 60.5', lumber 2" long `along corrosion- ftongueI I resistant ;and nail groove Nominal 2"A" S P F W 2+BTR ' lumber with 7/16" 0.090" -OSB :shank :sheathing diameterX Every 6 and ;0.215 head: spacing fastened diameter X ; i9 2 with 3 in. 4 1'/z" long along 189;.;,4 10d corrosion- ongue common ;resistant and nails ring-shank ;groove spaced 4 nail i in. o/c on perimeter and 8 in. o/c in-field Blind-nail, No. 11ga. Xone i 1 Nominal1-3/4" long 10 2"x4" DF-L16 roofing nail, fastener at,129, j each blind-nail oc tionud .No. 8 x 1.25" long x Blind-nail, 0.375" 'one j HD ribbed - astener at James Hardie Building Products,Inc. 28273 Rev:Dec 28 2015 10:04AM Uncontrolled Copy Page 6 of 12 i Report prepared for:Pingsheng Zhu(James Hardie Building Productis.Inc.)on 5/10/2016 11:56:22 AM l Nominal wafer head ;each SPF 1116" :screws, furring 162 1. 2"x4" SPF : blind-nail on (3/4" thick1.1 3/4" by 3.5" hick x 3.5" ide SPF ide SPF urring) furring 0.1001, i t ishankx 1.5" i Face- 20 GA long x ;nailed at 22011 12 Steel 16 0.250 HD ;each stud 1 ET&F pin; ace -nailed ! 0.100" shank x 1.5"'Face- � 13 SteeA '16" 0 313" HD nailed at '128 :each stud { ET&F pin; ' blind-nailed 0.092 ; hank x Face-nail, Douglas0.222" HD zone 14 Fir 2"x4" 16" 3" long fastener at 2671 siding nail, each stud . location ace-Hall 0.092" Face-nail, shank x i Douglas :0.222" HD x'one 15 Fir 2"x4" 24" 3" long ;fastener,at,17&1 each stud siding nail, 'location ace-nail.___ . ;I I l j j James Hardie Building Products.Inc.1282731 Rev:Dec 28 2015 10:04AM Uncontrolled Copy j Page 7 of 12 J ii '.i ii Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM I i Party(s) Authorized by Party(s) Authorized by Other Parties To Apply Manufacturer To Apply Mark: Mark: None James Hardie Building Products,,Inc. 10901 Elm Avenue Fontana, CA 92337 , Chad Diercks 909-356-6366 909-427-0634 chad.diercks@jameshardie.corn / Marko.Suput@JHResearchUSAlcom James Hardie Building Products; Inc. (Cleburne) 820 Sparks Drive Cleburne, TX 76031 , j Judy Owens 972-923-536 judy.owens@jameshardie.com i James Hardie Building Products (FL) 809 Woodrow Wilson Road Plant City, FL 33566 , Ryan Storey 813-707-5300 ryan.storey@jameshardie.com James Hardie Building Products, Inc, (IL) 17 Unytite Drive Peru, IL 61354 , Brian Christiansen 815-220-3060 815-220-3087 brian.christiansen@jameshardie.com James Hardie Building Products, Inc. (NV) 3000 Waltham Way McCarran, NV 89434 , Signe Judge 775-355-3046 ! 775-355-3099 signe.judge@jameshardie.com James Hardie Building Products, Inc. (VA) 1000 James Hardie Way . I I James Hardie Building Products.Inc. 28273 Rev:Dec 28 2015 10:04AM Uncontrolled Copy j Page 8 of 12 i'i I lig Report prepared for:Pingsheng Zhu(James Hardie Building Product's.Inc.)on 5/10/2016 11:56:22 AM Ali Pulaski, VA 24301 , Austin Knies i 540-878-1844/540-522-3959 540-994-1999 austin.knies@jameshardie.com James Hardie Building Products; Inc. (WA) 18200 - 50th Avenue East Tacoma, WA 98446 , Doug Cech 253-875-2384 doug.cech@jameshardie.com '.I James Hardie Building Products! Inc. (Waxahachie) 2425 Highway 77 North Waxahachie, TX 75165 , Judy Owens 972-923-5336 j j judy.owens@jameshardie.com �q 'i I,I ii ;i ,lames Hardie Building Products.Inc. 28273 Rev:Dec 28 2015 10:04AM Uncontrolled Copy Page)of 12 j I l Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM DRAWING INDEX JH/FCS 60-04 �d �i !I !i I I ii I .i i' 'i i .lames Hardie Building Products.Inc.!28273!Rev:Dec 28 2015 10:04AM!Uncontrolled Copy I! Page 10 of 12 'I i! Report prepared for:Pingsheng Zhu(James Hardie Building Productis,Inc.)on 5/10/2016 11:56:22 AM I JH/FCS 60-04 Division 07—Thermal and Moisture Protection Page 1 of 2 07 46 00 Siding 07 46 46 Fiber-Cement Siding James Hardie Building Products JHIFCS 60-04 HardiePlank®Lap Siding,Prevail®Lap Siding,HardiPlank®HZ5 Lap Siding,Artisan®Lap Siding,Artisan®V-Rustic Premium Exterior Siding and PreToneTM Plank Siding Load-Bearing Wall Assembly,70%Design Load i' tom'` 4 `2 3 l 41#k Y 1. Wood Studs — Nominal 2 in. x 4 in. in. oc at board edges and in field areas solid sawn wood studs located 24 in.on of boards. center (oc), with two top plates and a j' single bottom plate. Gypsum Sheathing, Side B — 1/2 in.l Type X or 5/8 in. Type X gypsumf 2. Gypsum Wallboard, Side A — 5/8 in. sheathing fastened with 1-3/4 in. long. Type X gypsum wallboard, oriented roofing nails spaced 7 in.oc. Sheathing' vertically and fastened with 1-3/4 in. edge joints shall be staggered from; cup-head gypsum nails,spaced 7 in.oc those on opposite sides of the wall. � at board edges and in field areas, or 1- 3. Insulation(optional)—R13 glass fiber, 1/2 in.Type S drywall screws,spaced 8 batt insulation. 1i Olntertek Testing Services' I ,lames Hardie Building Products,Inc. 28273 Rev:Dec 28 2015 10:04AM Uncontrolled Copy j Page I 1 of 12 II it i' Report prepared for:Pingsheng Zhu(James Hardie Building Products,Inc.)on 5/10/2016 11:56:22 AM JH/FCS 60-04 (page 2 of 2) L• �I i1 Division 07—Thermal and Moisture ProtectionPage 2 of 2 07 46 00 Siding 07 46 46 Fiber-Cement Siding 4. Furring (optional) — Min. 1.5 in. wide Exterior Siding or PreToneTA9 Plank j. by 3/8 in.thick furring(Wood: Min.0.42 Siding. s.g.;Metal:Corrosion Resistant Fibre Cement Exterior Siding,Side B Min. 20 GA 33 ksi metal hat channel, z-girt — 5/16 in. thick HardiePlank® La or u-bar). Siding, Prevail Lap Siding, HardiePlank 5. CERTIFIED MANUFACTURER: James HZ5 Lap Siding, Artisan Lap Siding, Artisan® V-Rustic Premium Exterior Hardie Building Products Inc. Siding or PreToneTm Plank Siding 1 CERTIFIED PRODUCT: HardiePlank® applied horizontally with a 1-1/4 in.,!,I Lap Siding, Prevail® Lap Siding, headlap and fastened with a single 6d,i HardiePlank®HZ5 Lap Siding,Artisan® corrosion resistant common nail driven Lap Siding, Artisan®V-Rustic Premium through the lapped planks at each stud location. I �.I Please refer to the James Hardie HardiePlank®Lap Siding, Prevail®Lap Siding, HardiePlank®; HZ5 Lap Siding, Artisan®Lap Siding and PreToneT""product certification listings on wmv.spec direct.corn for the current Design Listing information. This is an uncontrolled copy. 'I SII I" 'I i I i; �d I I li li 11V I� i! Ili i, ©Intertek Testing Services I ,i Ii I'I James Hardie Building Products,Inc.128273 I Rev:Dec 28 2015 10:04AM I Uncontrolled Copy Page 12 of 12 II ;'i MIAMI-DAD MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11,805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION ;Miami,Plorida 33175-2474 T(786)3i5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.eov/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 d SCOPE: i 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 High Velocity Hurricane Zone of the Florida Building Code. i DESCRIPTION: Artisan Lap Siding APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd,titled"Artisan Lap Siding",sheets I through 4 of 4, prepared by Ronald I.Ogawa,P.E.,dated August 07,2008, last revision#1 dated Augustl27,2008,signed and sealed by Ronald 1. Ogawa, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Produci Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 111 LABELING: Each unit:shall bear a permanent label with the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved",unless otherwiseinoted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed ind there has been no change in the applicable building code negatively affecting the performance of this prodiict. 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 sltall 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 revises NOA#12-051.7.05 and consists of this page 1,evidence submitted l3ageS E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A.Mnlcar,P.E.,M.S. s�.,, i„ ! NOA No. 15-0122.03 MIAMIDADECOUNTYExpiration� .� Date: 10/02/2018 t' ' MEW of `" Approval Date: 04/16/2015 old f Page 1 li I II James Hardie Building Product,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 'I 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08=0514.11 A. DRAWINGS 1. Drawing Aio. 2008-8-7.vsd, titled "Artisan Lap Siding ", sheets I through 4 of 4, prepared by Ronald 1. Ogawa, P.E., dated August 07, 2008, last, revision 41 dated August 27, 2008, signed and sealed by Ronald I. Ogaiva, P.E. B. TESTS 1. Test Report#MID3137643-01, by Intertek ETL Semka, dated January 30, 2008,per TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.E.!' 2. Test Report #MID3137643-03, by Intertek ETL Semko, dated Aril 16, 2008,per TAS 202 and TAS 203, signed and sealed by Rick. Curkeet, P.E.;' 3. Test Report#3097158-009B, by Intertek ETL Semko, dated NIay 04, 2007,per Acceptance Criteria for Fiber Cement Siding-used as Exterior YYall Siding, signed and sealed by Kal Kooner, EIT. I C. CALCULATIONS 1. None. i D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. !' E. MATERIAL CERTIFICATIONS 1. Test Report#3099611 SAT-001, by Intertek ETL Semko, dated Irune.28, 2006,per ASTME84-05, Sutface Bunning Characteristics of Building Materials, signed by C. Anthony Penalow, Flammability Testing Team Leader. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0517.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. uy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Apiroval Date: 04/16/2015 E 1 it I.,I it i� i James Hardie Building Product,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I� 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Econoni'c Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Florida Building Code, 2014 edition, compliance letter issued;by R. I. Ogawa & Associates, Inc., dated March 17, 2015, signed and sealed by R: I. Ogawa, P.E. II 'I i ,i I, ii 'I .I i I , I I H y A.Mahar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 i l SEE StUd Spacing at 1157 0,C. DETAIL 50thR*15PlY PAODI29E DESCRlPTlt B q N Cen—j::d plank lcr--and 0SBj=WrW& or Zhonjor de A APA rated plywood AfllsainV Lap:SIdIng material is a otw. .1y sheathing, nonasbestas fibw-cement:producftested In accordance with ASTM C1186 Grade II, to wood Type A and meeting the requirements of studs the Florida Building Code. BuScang Code WNfteMmling Per PLANjWMff&%QPj,0 2121.62 of FkXWQ iA6j1h Length Thickness WALLlie IJETG14T W0 18ga,NmnhW Z-X \� ATZ cN C. 7-A T. 5 D i c,,L G'Matal C-stud allon Design Pressure....LP - L4A%-%.ev 11 NidWood S ArtisarM Lap Sidft AL ftli -92 psf rte" :.j J1111rintl Impact Resistant— Planks Installed over VV thick 15 ply APA rated plywood sheathing ------ Vorterstilp PRODUC T REVISED 344-fXW=rr Edge Di Nabs at 16 O.D.(VA) W4"Nfairlmurn Edge Dk9dan-a-4 w-cornp!j irg%&iuh::---Flojida Building i We SV'Ihk*/SplyAPArated plywood zuwming shay - AD intstaUtion staff be dam In corilionamce with this Notice ofAcceptance,the manuiracturceskistaflatiori, Aceeptan0 No L-s-r—v ZZ..4 c)a.A-jL be attached to the——in 2=mdan=with the recorrimendaiSons.and the appS=We sections of the Florida Budding Code. E3px; u-(x D2icFlorida BUIld1n;Code,W.ft lAinkniurn a X I"long . Metal ribbed bugle brad screws.spaced a m&rxrn of 6 stud,where MsenT Lap Siding,vAll be installed shag be designed by an Engineer crArchitect per the 'inches ion car Florida Building Code and therequim-nents:of this N.OA 11,14 carter SoM the perimeterand a . Planks shall be applied horboritally commencing from the bottom course of the vml)with 1-W wide Lips at the top 79&6wo.con, =Nirnurn ef 12 kx =an center along ff-,o crfthe planlL hermedialie supports.. . The trunge and groove vertical joints m=occur 4"oft.staid,do not nal within 2 itches aftongue and groove. The e)q=od fastener shat!bea rninIrriurn The Planks shall be installed over W thick/5 ply ADA rated plywood sheathing supported by 2 minknum,of 189% 0.D75*-hank X2'Iona cor=lon resistant Nominal 0 X 5'Metal C-studs spaced a maximum of 16"O-C. metal zW finish nimil(pin)over n---tW=-,cL-. The siding shag be fastened over the studs vAthacombination cfboth conceaffedand exposed fasteners. The exposed fwzonarzhall be placed In the The concealed fastenershall be a minimum No.8-18,0.37s"head diameter X 14/0 long*bugle head screw over WarOPPIng-m--ppro)dntely-/e from the metal studs.Cor screw shall have at least 3 full threads penetrating metW framing) botton edge of the overlapping plank. The exposed fastener shag be a rnhirrium 0.075'shank X 2' long corrosion resistant metal stud finish rx4f(ph) El 0 The concealed fastener shall be a mW over metal studs. mvjm The concealed fastener shag be fastened through the top edge of a single plank;the concealed fastener shall be No.843,0.37S*head dlarrater X 14•1 Iona' ' bugle t=d screw over metal shmis;. positioned 1"down from the plank's top edge In such a way that the fastener is fully concealed by the next course The concealed fiotenershaff be fastened of plank through the lopedge,of single plank the . The exposed fastener shall be placed in the overlapping area approximately'/,'from the bottom edge of the J concealed fastenershall be positioned 1'down overlapping plank. Ir=the plaril4�ztop edge in such army that - Both concealed and exposed fasteners shall be:s7'0.C-vertically and 16"O.C.horizontally Into metal studs -W is fully concealed by the nem through Sr thick/5 ply APAraled plywood sheathing. to ttslit =.rso of plank, . A fastener edge distance of OW shall always W observed. *or scrowshall have at least 3 W threads . 51W thick 15 ply APA rated pPfwood sheathingi shag be attached to the studs in accordance with the Florida peretrating nret3l tarni Building Code,with minirrium#8 X I"long;ribbed bugle bead screws spaced a ma)&nurn cf6 inches on centro VN ng along t1he perimetej anda rnzodmurn-ofl2inchreson cerit&§��tie intermecrot-t supports7-- Ax8sara Lap Sldkv �jG5%;,tp ArbsarG Lap Siding(Metal Studs) Z, Weatherproollng per 2121.6.2 of Florida widing Code F 71 This drawing and the copyright therein are the property of the named company and :z accordingly the drawing must not be copied or reproduced in any material form -ON Z: - $V thick!S M APA rated plywood ..----.er and must be returned with quotation and an=rnpletlorr of Jab sheathing ftstoriod according to the Florida .e Building Code 110 DWIS NO Rev FS A -Stud I V -moda NoA-Ani;2n 1xv 111111110 1 8j;3,Nornlrol 27 X 6"Metas C Creator.C.Diercks SCALP Date:8/7J2048 SHSEr 1 OF CladdbV 6.00in. PRODUCT AREl.,71SED I • W C=Plvwg—A ON,Florida Eh!idLtg Code Acceptance No/-5-0 Fr-zgng FjTu'4u'0b 1D.-te 10 z 0 7-.17 I'lsamidu( -.q'o' SheWwQ 12.001n. INA 7-00fn. NOMIUALIS GAUGE 27XS"STEEL STUDS 16'0.C.FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR WITH N0.8X 1"LONG BUGLE HEADSCREM C2PER TOP AND DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT BOTTOM CONNECTION) PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE TATE 0 Az Z A BEAMLq PROVISIONS FOR THESE LOADS) • NOMINAL518"THICK 15 PLYAPA RATED PLYWOOD SHEATHING %;5" • FASTENED WITH 48 X I'LONG RIBBED BUGLE HEAD SCRS&S. A AT 6"O.C.AROUND THE PERIMETER AND 12"O.C.VCrHIN THE L - -----FIELD---=_ -- ■ PLANKS OVERLAP 1-�Y7 . THE EXPOSURE IS 71 ArtisarM Lap Skring(Metal Sheds} . THE PLANKS ARE BLIND SCREWED MM NO. HEAD DIAMETER X 1-f.'LONG CORROSION RESISTANT BUGLE HEAD SCRE!vVS(SCREW SHALL HAVEAT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING),PLACE SCREWS 11-DOWN This drawing and the copyrigtd therein am the property of the named company and FROM THE TOP EDGE OF THE PLANKAT EACH STUD LOCATION * accordingly the drawft must not be cooed or reproducedinany nkderW form ■ THE PLANKS ARE FACE NAILED WITH 0.075"SHANK DIAMETERX Po . whatsoever and must be returned with quotatfort and on completion of job 27 LONG CORROSION* WE RESISTANT METAL STUD FINISH NAILS, F50A no DMN0 PLACE FINISH NAILS '/"UP FROM THE BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATION A Mud DAC30 NOA-Afd=Lap Sk1W9-2CQB-5-7.vsd Creator.C.Dlemks SCAL.: I' 1'-0" Date:81712WS sHEET 2 OF4 � � - Stud Spacing at 16-O.C. WALL SEE' SW tW1W 5 P1Y 3-( =d OSBIxturcm rotVwwn for clx* nonasbeStos fiber-cement product tested in accordance with ASTM 01186 Grade 11, Type A and meeting the requirements of fastennd to wood .... .. 3wds the Florida Building Code. Building Code 12' SW Accf— HEIGHT DESI 01 Studs Installation Design Pressure, wood Studs -e2 psf BY Artism-A Lap Siding APA Planks installed over 5V thick 15 ply rated plywood sheathing 3W Wmin.utm Edge Oistance SW Warnur Edge the be att=W to me-& in accordmoo with All bvdallation shall be done In conformance with this Notice OfAc='.,!zince�ft A=u%CWreIeS installation Florida Building Code,with miftitim 8d ZTW1on2 recommendations,arid#Ie apocartie sections of the Flerida BuikfxV COd& box nwIs spaceda rr=drnur'n of6 Inches an center vVmd dgtrk where Artisms Lap Skling will be Installed shall be designed by an EigheerOrAfetitect per the Florida along the pedmww and a nzximurn of 12 hctm on suilding Code wid the requirements of NS MOA center along the inlem�,ce supports, nail within 2 inches oflc�arid 3 W long ceIrrasion rosistmrt finish Tall The tcxVue and groove vertical Mats must Occur 4�'Offsft4 do not groom I overvModstuds. The p(aeKs shall be hstalled over StV thick 15 MY APA rated plywood sheathing supported by a mtrimum of=4' The expozod ftstener shag be placed In S-P-F wood studs spaced a riviximurn of 1 S"O.C. the overlappi Ing—approximatelYMO The-<dng shall be twxened over the swds with a combination of both concealed and exposed fastartem from the bottomodge of the The concealed fastener shall be an ad,2418"long corrosion resistant ring shank box nail overwood studs. > overlapping pl-k. The exposed tsIstaner shall be an 8d,2-:'/.7 long corrosion resistant finish nail over wood studs. The concealed fasbmw shall be fastened through the top edge ofa evigle plank;the concealed bstener shall be positioned 11 down from the plank's top edge in such a way that the fastener is fully concealed by the next course of The concealed fasganor zhnil be The exposed bstener shall be placed In the overlapping area apprciximaitedy W from the bottom edge Of the fasterned through the top edge of a ovcftpphV plank- Both concealed and exposed f3steners shag be:�7'0.C.verficaW and 16"O.C.horizontally kilo wood swats trough 'M C-z 4t�;S: single plank:the conocaled fastener shall be positioned 11 down*am the 5/8 ,thick IS ply APA rated plywood sheathing. pkiWs top edge In such a way that the I A fastener edge distance of%Vshall always be observed. jbstcInar Is fully oonctWed by the rml 5V thick 16 ply APA rated pVmod sheathing Shall be altached to the Studs in accortlance with the Flodda Building cour5e of plank Code,with mhmum 8d 2-W long box rads spaced a nA)drr=af6 hiches,on center along"perimeterand a maximurn 12[riches on center 21onq the intermediate Supports.L Weatherproofing per 21Z.62 of%rida ! � Mdlrig Code This drawing and the copyright therein are the property ofte named company and sjs-tjft/SpjyAPAr&rtedp1y%wd NOR whatsoever and must be returned with quotattlon and on completion ofjob JO OvIr.NO sulding coda | � i Used for Florida Product Approval FL10477ol Artisan° La Siding 9 • For use inside HVHZ: o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOOA 15-0122.03. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Artisan Lap Product Listing. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. it �I I' i �i I° �I artisallr JamesHardie i I artisan arb san /m >o l a p siding JamesHardie INSTALLATION REQUIREMENTSyisitwmmartisanluxury.comfor the most recent version. EFFECTIVE AUG 2011 IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRl rTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE LIMITED PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE m INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONEr1,1 APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE& HANDLING Store flat and keep dry and covered prior to installation(fig. 1).Installing siding wet or saturated may result in shrinkage at joints.Protect edges and corners from breakage.James Hardie is not responsible for damage caused by improper storage and handling of the product. When working with Artisan'siding and trim products,carry the product on edge.If only one person is carrying the product,hold it in the middle and spread arms apart to better support the product(fig.2).If two people are carrying the product,hold it near each end and on edge(fig 3). Do not lift or carry Artisan products flat(fig 4). Y � _.11_ CUMMIG INSTRUCTIONS w Ouruo®u 1.Position cutting station so that wind will blow dust away from user and others in working area. 2.Use one of the following methods: a. Better: I. Dust reducing circular saw equipped with a HardieBlade"saw blade and HEPA vacuum extraction — NEVER use a power saw indoors to cut Artisan siding and trim products — NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark — NEVER dry sweep—Use wet suppression or HEPA Vacuum NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.artisanluxury.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. INSTALLATION rI stud water-resistive plywood or 24"o.c.max. barrier OSI3 sheathing starter strip finishing strip off stud tongue and groove joint Install a 1 1/2"starter strip toconcrete leave appropriate gap between ensure a consistent plank angle foundation planks and trim,then caulk` Apply caulk in accordance with caulk manufacturers written application instructions Warning:Avoid Breathing Silica Dust James Har products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potential)y fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation- 2 use fiber cement shears for cutting or,where not feasible,use a HardiebladeTM saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate garea;(4)wear a properly-fittedlOSH-approvped dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instData Sheet availablections to ralt wwit wjam shardi.csilica exposures. m oruby callingnt-800 9HHAADIE((1-8000-EP vacuums43). FAILURE Tmethods ADHERE TO OUR UNI Mrfurther SDS,ANDformation INSTALLATIONrto our I STRUCTIONSion MAY LEAD TOsand Material Safe SERI US PERSONAL INJURY OR DEATH. SDO50905 j ART1104 -P1/8 1/11 I Iz rom GGENERAL REQUIREMENTS i. • Artisan®lap can be installed over braced wood or steel studs spaced a maximum of 24"o.c..Irregularities in framing and sheathing can mirror through the finished application. • Artisan lap can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails(fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordangg with local building code requirements.James Hardie will assume no responsibility for water Infiltration. James Hardie does manufacture HardieWrap Weather Barrier,a non-woven non-perforated housewrap,which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6"In the first 10. • Do not install James Hardie® products,such that they may remain in contact with standing water. • Artisan lap butt joints are not required to land on stud.Do not nail within 2"of tongue and groove at end of planks. • James Hardie recommends cutting tongue or groove off when butting into trim boards(fig.6). • Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics. Lr(D • Artisan lap may be installed on vertical wall applications only. remove tongue or • Must follow all clearance and details below. groove when a correct • method For larger projects,including commercial and multi-family projects,where the span of the wall is significant in butting trim length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. CLEARANCES ADETAILS • DO NOT use stain on James Hardie°products.James Hardie products must be painted within 180 days,for pprimed product and 90 days for unprimed. 100%acrylic topcoats are recommended.Do not paint when wet. For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. • Install James Hardie®products with a minimum 6"clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6"is required (fig. 7). • Maintain a 1"-2" minimum clearance between James Hardie®products and paths,steps and driveways:(fig.8 and fig.9) • At the juncture of the roof and vertical surfaces,flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1"-2"minimum clearance between the roofing and the bottom edge of the siding and trim(fig: 1D) • Maintain a 1/4"clearance between the bottom of James Hardie products and horizontal flashing.Do not;caulk gap (fig. 11). • Maintain a minimum 1"gap between gutter end caps and siding&trim (fig. 12). • When ending Artisan lap at the bottom of a window or at the top of a wall,a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle.Also when cutting Artisan lap around doors,windows,or other horizontal trim applications, an additional starter strip maybe necessary to achieve proper plank angle (fig. 13). • Install kickout flashing at roof-wall junctions (fig. 14). water-resistive stud water- barrier siding resistive �. barrier deck material j concrete ^_2^min. '1"-2"min foundation i' blind nail 1" 2' m' . ? I flashing �6 min. Artisan° joist ledger flashing lap Fi:,ui;; , FiGurL 8 FIGuRc 9 Fia: 10 water-resistive flashing siding barrier 1- I I gutter <�; i Do Not •� end Caulk ca _ X1/4"gap _ ---- starter fascia t �, strip I i. i •�flashing t i 1"min. trim~ J - Aiding II board {{ {-- F ,uRe 1 1 F vaiu 12 Ftc,um: 13 KICKOUT FLASHING step flashing i Because of the volume of water that can pour down a sloped roof,one of the most critical flashing self adhering!, details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. membran self adhering) Where the roof terminates,install a kickout to deflect water away from the siding. weaves mem rave It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are kickout flashin nailed in place,and then come back to install the kickout.To prevent water from dumping behind f drip edge the siding and the end of the roof intersection, install a kickout of sufficient length and angle to direct the water running down the roof away from the siding (fig. 14).1 water-resistive Ftc,ura. 14 barrier 1 The illustration(figure 14)and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information visit www.jlGonline.com. ART1104 -P2/8 8/11 �y ro m JOINT T PLACEME T& TREATMENT ii JOINT PLACEMENT JOINT TREATMENT Artisan"lap butt joints are not required to land on stud,it is Install factory finished tongue and groove edges together recommended that butt joints be placed 4 off stud (fig. 15). at butt joints using Joint.Flashing (fig 16). Do not nail within 2"of tongue and groove at end of planks. Joint Flashing stud �� nailing omt Flashmg" a 24' line O.C.max. . water-resistive A ` barrier recommended 1 1/4"mi 4"Off StUd Artisan' I overlap ° lap ° blind nai I i FIGURE 16 ARTI ANTm ACCENT TRIM � Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics (figs. 17& 18). • Maintain a minimum 1" -2"clearance between Artisan Accent Trim and roofs,decks,paths,steps and driveways. Maintain a 1/4" clearance between Artisan Accent Trim and horizontal flashing. • 21/2" minimum 16 ga.finish nails may be used to attach ArtisanTm Accent Trim to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. JI • Fastening instructions are similar for all applications.When using finish nails,position nails no closerlthan 1/2"from the edges of the trim and for all other fasteners no closer than 3/4".Fasteners must be no closer than 1"from ends of trim and spaced a maximum of 16"o.c. Ensure trim is adequately fastened. '' Note:James Hardie'recommends installing trim boards so that seams are not visible from the front facing or street curb view(fig.17). • Flashing is required over all horizontal protruding and exposed trim. Artisan'" 1 Accent Trim top view Artisan- using Artisan Accent Trim Accent Trim i ii it {E T front facing trim 22.5- 45- i board weather cut i (see note above) ! 1�--3 1/2„—►I F:GuR[ 18 l Board Pre-built corner Site Built Corners Other areas(e.g.window trim, Width band boards and fascia) 4„ 1 nail every 16”tory16ttach boards together+ 2 nails every 16" 2 nails every 16" 2 nails eve each board 61' 1 nail every 16"to attach boards together+ 3 nails every 16" 3 nails every 16" 3 nails every 16" each board !i " As required by local building code. ART1104 -P3/8 8/11 �I� ,I 1� CONCEALED FASTENING TABS 'I For Corners,Band Boards,Windows,and Door Applications: Artisans Accent-Trim boards with Back Grooves can be installed with Flat Tabs(JH sku no.280154)and Corner Tabs(JH sku no.280155)which provide concealed fastening.Only Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening,Additional framing may be required to ensure the Flat and Corner Tabs are fastened properly to the structure Special attention should be paid to the framing when using a sheathing that does not have fastener holding equivalent to OSB or Plywood sheathing. Step 1: Attach Flat Tabs to the back side of the trim using four(4)18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples,equally spaced in one row,positioned no closer than 1/2"from trim edges using a pneumatic staple gun.(Figure 1) i Step 2:For wood frame construction,attach the trim to the building with minimum 2,6d siding nails fastened through the HardieTrim Flat Tabs(Figures 2&3)'.ET&F or equivalent fasteners may be used to attach the Flat Tabs to steel frame construction.(Figures 2&3) Fastener spacing will vary based on application.Refer to fastener table on page 4.Refer to specific sections in these instructions for required fastener spacing by application(window,band board,etc.) Installation of HardieTrim tabs in Coastal Regions: I James Hardie requires that stainless steel staples&fasteners be used when installing HardieTrim-Tabs in coastal regions. Installation of HardleTrim Tabs over Pressure Treated Lumber: HardieTrim-tabs shall not come in direct contact with ACQ or CA preservative-treated wood.Refer to the General Fasteding section of this document for further information. Fasten HardieTrim Mil 1 Min 1/2" Fasten 4 staples to the center of the nailing ridge. Flat Tab to minimum 7/16" OSB with min 2,6d siding nails O HardieTrimT"'Flat Tab HardieTrimT"^Flat Tab Figure 19 Figure 20 jl THIM ING C® NBIS Artisan®AccentTM Trim boards with back grooves are installed around corners by pre-building the corner off the wall with the,CornerTabs(JH sku no.280155). • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8)-18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples using a pneumatic stapler.Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards.(Figure 4) • For wood frame construction,attach the trim to the building with 6d siding nails fastened through the Corner Tabs.ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 22) • Attach a HardieTrim Corner Tab 1"from each ends and every 20"o.c. • TIP:Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figt ure 24) i Use 4 staples per Fasten 2"x 4" piece of trim to studs Corner Tabs timber blocks Clineonthe to a work bench Hardifasten the L-shapedCorntab to the re builtC=corner.Use the nail C 22.5°-45°Cf weather cut tabs as a guide. ' Figure 21 Siding nail Corner Tab Artisan Fasten 2"x 8"stud Figure 22 Figure 23 Figure 24 Accent Trim to the timber blocks corner studs Artisan@Accent-Trim boards with back grooves i can also be installed directly to the building(fig.25) around corners using 2-1/2"long minimum 16 ga, galvanized finishing nails every 16"o.c. `Note:The 51/2"trim boards can only be installed t directly to the building when used for corners. 2-1/2"Finish nail Figure 25 i l ART1104 -P4/8 1/11 ii �1 ii ii 1O® TRIMAPPLICATION FOR WINDOWS, DOORS Flashing needs to betucked under the water & OTHER OPENINGS resistive barrier and over Do not caulk between the Trim the opening prior to the Installation of the siding(Figure 26). the Flat Tabs. siding and the flashing. Water-resistive Barrier 1/4"gap Place a Flat Tab at the end of each trim board and one tab every 16"OC. Attach the trim boards and Flat Tabs around the opening as shown in X11 Figures 26 and 27. i I ii Figure 26 Figure 27 Header piece spans the window Side trim pieces go to including the side trim pieces. the top of the window. I I it i Bottom trim piece is the width of the window. I , NOTE: Follow your window/door manufacturers j installation instructions. 1/8"caulked gap,is left between Figure 28 siding and the side trim pieces. BAND BOARD A flashing is required over the trim and HardieTrimTm Flat Tabs.(Figure 28)Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building, Figure 29 Place a HardieTrimTm Flat Tab at the end of each trim board and one tab every stud at a maximum of 16"o.c. The HardieTrimTm Flat Tabs should be attached to the trim in an alternating pattern to Weather-resistive barrier the top and bottom of the band board(Figure 30,31). Use 16 ga.galvanized 2"long finish nails to I ensure proper fastening if needed. Sheathing; Artisan®Lap Siding Fasten 4 staples to the center of the nailing ridge HardieTrimTm Flat Tabs .-1/4"gap.Do not caulk. Flashing 16"o.c.maxim Figure 30 Blocking c 5 0 o Hardie-rriri Flat Tabso o. 1 '� I ``I �ArtisanAccent Trim Board 0 o Figure 31 ��� Caulk 16"o.c.max Flat Tabs Figure 32 I Flush Flat and Corner Tabs i Flat and Corner Tabs I' iI Siding nail Do not Only use staples to i attaches tab under fasten Flat and Corner Tabs to the wall. drive nails. to the trim boards. I I Refer to your paint manufacturer for washing and recoating requirements related to paint performance. ART1104 -P5/8 1111 I "M>O GENERAL FASTOVING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie®products. l Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC 11317!3 or 2009 IBC 2304.9.5." PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool.Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding.A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven.If setting the nail depth proves difficult,choose a setting that;under drives the nail. (Drive under driven nails snug with a smooth faced hammer- Does not apply for installation to steel framing). • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have specific,ijurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space) (fig. A). r'Artisan Lap and Face Nailing d"rfiSan Acceni i1rirrr" Figure 26 • Do not over-drive fastener heads or drive at an angle. • If fastener is countersunk,caulk fasteners hole and add a nail(fig. 8) Flush HardieTrim • For wood framing,under driven fasteners should be hit flush to the plank Flat and Comer Tabs O Corner Tabs with a hammer(For steel framing,remove and replace nail): HardieTrim pp p • Do not use aluminum fasteners,staples,or clipped head nails on. Flat and Artisan Lap or when face nailing Artisan Accent Trim. I Only use staples to fasten • Use the nailing line provided on the board for proper nail placement. siding nail attaches DI der HardieTrimTm Flat and Corner tab to the wall. drive nails. Tabs to the trim boards. PASTE ER REQUIREMENTS Fiaure 34 �I stud -24„ nailing line O.C.'max. water-resistive min.1'/<" barrier _ a ' DO NOT USE IL LINE overlap ASALAP LIN E blind nail l 1 1/4"m1 I 0 overlap I DO NOT USE _ NAIL LINE AS LAP LINE i 0 water-resistive barrier t I water-resistive BLIND NAILING (required) barrier Wood Framing • Siding nail (0.09"shank x 0.221" HD x 21/4" long) Proper nail placement Steel Framing i • Ribbed Bugle Head screw(No.8-18 x 0.323" HD x 1 5/8" long) • Do not nail within 2"of tongue and groove at end of planks. • Use the nailing line provided on the board for proper CAULKING&PAINTING nail placement. For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant must be applied in accordance with the caulking/sealantImanufacturer's written instructions or ASTM C1193. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed: 100%acrylic topcoats are recommended. Do not paint when wet.For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed.James Hardie recommends the use of flat paint on Artisan DO NOT use stain on James Hardie"products.James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100%acrylic topcoats are recommended.Do not paint when wet.For application rates refertopaint manufacturers specifica- tions.Back-rolling is recommended if the siding is sprayed. GUT EDGE TREATMENT l� Caulk,paint or prime all field cut edges. Refer to your paint manufacturer for washing and recoating requirements related to paint performance. I'I ART1104 -P6/8 1/11 ,'I CARE MAIP91TENANCE As a guide,it is recommended that normal maintenance tasks shall include but not be limited to: ! • Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water'spray to remove dirt and debris.* • Re-applying of exterior finishes.* ! • Maintaining the exterior envelope and connections including joints,penetrations,flashings,and sealants(caulking)that may provide a means of moisture entry beyond the exterior cladding. • Cleaning out gutters,blocked pipes,and overflows as required. • Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. • Ensuring required external ground clearances and drainage slopes are maintained. Waa° bIg.High pressure water blasts(e.g.pressure washers)and sand blasting will damage the surface!of fiber'cement James Hardie does not recommend these methods of cleaning.Low pressure water spray,or a medium bristle(nonmetal)brush are more suitable for cleaning fiber cement products. COVERAGE CH,ARTIESTIMATING GUIDE Number of 12' planks, Includes 5%waste factor. Coverage Area Artisan® lap width Less Openings Plank Width 51/4 71/4 81/4 1 SQ=(100sq.ft.) Exposure 4 6 7 1 27. 18 15 2 53 35 30 3 79 53 j 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 '; 150 11 289 193 165 12 315 210 ..1 180 13 342 228 I 195 14 368 245 ! 210 15 394 263 11 225 16 420 280 240 17. 447 . 298 255 i' 18 473 315 270 19 499 333 285 20 525 350 300 Ili This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. ! RECOGNITION:Artisan'°lap complies ASTM C1186 in so doing meets the Fiber-Cement Siding code requirements in the 2006 International Building Code Section 1404.10,1405.15,and 1405.17.2;and the 2006 International Residential Code'°for One-and Two-Family Dwellings Table R70.4 and section R703.10.2.Supplementary code compliance details are found the Artisan'lap Code Compliance sheet. I� RECOGNITION: RECOGNITION:HardieTrim'boards may be installed as an equal alternative to conventional trim permitted for use in; the 1997 Uniform Building Code,Section 601.5.5;the 1997 Standard Building Code, Section 1404.1;the 1999 BOCA National Building Code,Section 1407.2.2;2003 International Building Code,Section 1402.1,the 2003 International Residence Code for One- and Two-Family-Dwellings,Section R703.1.the 2003 International Residence Code for One-and Two-Family-Dwellings,Section R703.1.and the 1998international One-and-Two-Family Dwelling Code,Section 601.1. ART1104 -P7/8 1/11 ii i. i I it y 10 FASTENER TABLE Application Framing Material Fastener Fastener Max Tab Spacing Tab is nailed into (tab to framing) (tab to NT3 trim) (inches on center) Wood Stud One 6d corrosion resistant siding nail (minimum G=0.42) installed through center of flange into framing i Four 18 ba.X 1/2" Minimum APA rated Two 4d ring shank corrosion resistant long X-1/4"wide 16 Flat Tab 7/16"OSB siding nails equally spaced installed corrosion resistant through flange into framing crown!staples, equally,"spaced in One No.8 X 1"long X 0.323"head one row Minimum 20 diameter screw(corrosion resistant) gauge steel installed through flange into framing On each flange,Install one 6d (minimum G=0.42 ) corrosion resistant siding nail through flange into framing For each piece of trim,install Four 18 Minimum APA rated On each flange,Install two 4d ring ga.X 1/2"long X Corner Tab 7/16"OSB shank corrosion resistant siding nails 1/4"wide corrosion 20 through flange into framing resistant crown staples,equally On each flange,Install one No.8 X 1" space in.two rows Minimum 20 long X 0.323"head diameter screw gauge steel (corrosion resistant)through flange into framing Wind-Borne Debris Region: "Supplemental fasteners may be necessary when installing tabs in a Wind-Borne Debris Region,please call Technical Services 800-942-7343 with any questions." i s� i 1 i I �I �i I 'I artisan 0 2011 James Hardie Technology Limited.All rights reserved TM,SM and 0 denote trademarks or registered trademarks of James Hardie Technology Limited.The Artisan logo is a trademark of JamesHardie James Hardie Technology Limited. Additional Installation Information,Warranties,and Warnings are available at www.artisanluxury.com ART1104 -P8/8 8/11 I i MIAMI-�ADE MIAMI-DADE COUNTY man PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 i805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 f(786)315-2599 NOTICE OF ACCEPTANCE (NOA) tivlYw.miamidade.gov/economy James Hardie Building Product,Inc. 10901 Elin Avenue Fontana,CA 92337 L, 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 Mianmi-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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artisan Lap Siding f APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled"Artisan Lap Siding";;sheets 1 through 4 of 4, prepared by Ronald 1.Ogawa, P.E.,dated August 07,2008, last revision#1 dated August'27,2008,signed and sealed by Ronald I. Ogawa, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. 11 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a'revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County;!Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA#12-051.7.05 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. iNOA No. 15.0122.03 MRADE COUNTY -'`, Expli a IAMI tion Date: 10/02/2018 " Apljroval Date: 04/16/2015 041 f6 l20l1 Page 1 �I jlI i --'---"-----------------'--'----.—...--'--'—' -- ill I �d James Hardie Building Product,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0514.11 A. DRAWINGS 1. Drawing AV 2008-8-7.1,sd, titled "Artisan Lap Siding ", sheets I through 4 of 4, prepared by Ronald I. Ogaiva, P.E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and sealed by Ronald I Ogawa, P.E. B. TESTS 1. Test Report #MID3137643-01, by Intertek ETL Semko, dated January 30, 2008,per TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.A. 2. Test Report #MID3137643-03, by Inter7ek ETL Semko, da1ed.4pril 16, 2008,per TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.E1 3. Test Report #3097158-009B, by Intertek ETL Semko, dated Moy' 04, 2007,per Acceptance Criteria for Fiber Cement Siding used as Exterior+YYall Siding, signed and sealed by Kal Kooner, EIT. C. CALCULATIONS 1. None. 1� D. QUALITY ASSURANCE 1. By-Alliami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Test Report#3099611 SAT-001, by Intertek ETL Sernko, dated;lune 28, 2006,per ASTME84-05, Surface Burning Chai-acter istics of Building tLluter'ials, signed by C. Anthony Penaloza, Flammability Testing Team Leader. 1 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# f2-0517.05 A. DRAWINGS 1. None. i B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. I. iy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E-1 � !I P I ,I I� rI James Hardie Building Product,Inc. �I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 3. NEW EVIDENCE SUBMITTED ('I A. DRAWINGS 1. None. i B. TESTS ! 1. None. C. CALCULATIONS 1. None. ! D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Florida Building Code, 2014 edition, compliance letter issued by R. I. Ogawa & Associates, Inc., dated March 17, 2015, signed and sealed by R: I. Ogawa, P.E. SII , li ;I I II H iy A. Malar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date:10/02/2018 Approval Date: 04/16/2015 E-2 Ii II —WALLtEN SEE Stud 5pacm9 at is,O.C. DETAIL 519'thk*/5P1Y PAO—DUMQrE Ohl JJ 13 E kill" 'I'll, A APIA rated pV*Wd ArtlsanT Lap Siding material is a NoUr Cc=Bzled plank fastenars and OSBftnwws net st*.n for d.-ty sheathing nonasbestos lber-cement product' Grade II, I tWernd to wood Type A and meeting the rerequirements of the Florida Building Code. Weatherpmefing per PLAj�iia11H1sNa IONS r m J A 2121.62 Of soddal Widltt Length Thickness Building Code :5 8-Y.1 12' 5/9* WALL Iter = 41• - 1 -X0 '13ga.NarAftit]Z-X 431TATE 2-Z 0:57) ji -4: 0 OP palme- < TMetal C-slud 4 atlon Design Pressure Wood sudi -22 psr NYNA L L I-IL111 fill 11 - :1 Impact Resistant- 1 1-/.'tan X SW thick Plarft Installed over SM"tick 5 ply APA starterstrip rated plywood sheathing PRODU(T REVISED 31r Minimum Edge Di Mr= UPN11nimum Edge he Flolida as comp!j irg%%iih 0 Naft at I 6"O.D.(lyp.) Building de w All instalation shag be done In conformance witti this Notice ofAcceptance,the manufacturees Instagatim Ac=P= D No 0 03DETAIL be affached to the=xls In accmdarice with the TecommendaS=.and te appEcable secticris of the,Florida BuildiM Code. LIC Florida Bu9d1n;Code.with V&*n=#8 X 11 long . Metal sluds where ArtismO L2p SUM will be installed shall be designed by an Engineer or ArcIter-1 per the --Wnatioi 1)21C z ribbed bugle head scrrvws,spaced a=Ddimm of 6 Florida Building Code and thereqVirmneritt;ofthis N.OA 33Y mcli=on certar a;otv the perlrmtwand a . Plarft shall be applied hodzm-4affy corrimencingl ftrn the bottom course of wag with 1-:Wwide laps at the top fl�Dg I Wd tiv.,Con maximum of 12 kid=an center along the oft-,&plank. W"medow supports- - The truNe and groove vertical Aras m=o=rr4"off stL4 do not nal within 2 inches cfton_qw and groove. The exposed fastenershatbe a mdrimurn , The planks shall be installed over 5/8"thick/5 ply ABA rated p)r%wcd sheathing s4ported by a minimum of 18ga, 10.075*zhanKX2'long corrosion resistant Nominal 2"X 5'Metal C-studs speed a ataxi".."of 16"O.C. metal stud finish nail )ZrT)over mets]=KL& . The siding shag be fastened over the studs with a combination cfbcrth concealed and exposed fmteners. The exposed 1h=nor shall be placed In the . The concealed fastener shall be a minimurn No.8-18.0.37S"head diameter X 1-1W long*bugle head screw over "Softilappirg area approximattely 1/0 from the metal stud&(or screw shall have at least 3 full threads penetrating metal framing) bottom aclaa of The ovedapping plank. . The exposed fastener shag be a minimum 0.075 shank X Z' long corrosion resistant metal stud finish nail(pin) The conmalad fristanor shall be 0 mbi' over metal studs. c.. MT.IM .No.8-18,0,375-fiend diameter X long* The concealed MW led fanersbe fastened through lite top edgeofa single plank;the concealed fastener Shag be bugle head screw over metal skids. positioned 1"down from the Plank's top edge in such a way that the fastener is fully concealed by the next course The concealed ftsteriershall be fastened of plank through the top edge ofa single plank;the . The exposed fastener shall be Plaoiadirn the overlapping area approu:irnately 114"from the bottom edge of the cm)cealedfastenershaUbepositioned l*dawn overlapping plank front tho plank's top edge in such a may that - Both concealed and exposed fmtenecs shall be 5 7'O.Qvertically and 16'0.0.horizon twy Into metal studs A tetetastew Is fully concealed by Me next through Sr thick 15 ply APA:Yaded plywood sheathing. A faster edge distance of%shall always be observed. 'or screwshall have at least:3 full threads SV thick 15 ply APA rated ph-wood sheathing shall be attached to t%--studsin accordance with the Florida ,A pe-tratim metol liarning- Building Cade._ with minimum#8 Xj"long ribbed bugrWhead screws spaced a maodmurn of inches on center ab the Pezi meter and a-Maximum of 12 inches on cantt--ato!�S the intermediate supports. ng AAmrO Lap Siding ArtisanS Lap Siding(Metal studs) WeatherprocAng per 2121.62 of Florida Building Code This drawing and the copyright therein are the property of the named company and 'ONaccordingly the drawing must not be copied or reproduced in any material form 60 thick 15 W APA rated pVA=d pop whatsoever and must be returned With quotation and an completion of Joh sheathlrij;lhsftned according to the Florida 80cring,Code SIZE FSCM NO DWG NO REV A MWrnT Mda NOA-Azd=A laap$kft-2008-8-7.,ad 1j1110— j%-3,Narnirial VX 6"Mat2il C-stud Creator.C.Diercks SCALE [Date:af7J2W8-- SHEET 1 O F 4 1 s_n0in 1s.anln. CladdbV j I 6.00kL PRODUCT'REVISED i■� � �� �ramPi�:t1:tla:Floris Accepta^.cc No0 Z. i ,' Flaming Date IACtazni uC :rMo, I i Sheathing O 3 ' - 12.001n. $r�r 0 Florp-1 Ar j a'S 1 BY act 7-OOtn. j !S1t\tllttilUllJ!!////fl 47 NO 1MAL_18 GAUGE2'X$"STEELSTUDS 1S"O C-FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR WITH NO.SX 1"LONG BUGLE HEAD SCREWS(2 PER TOP AND DIAPHRAGM ACTION AND GRAVITY LOAD ARE,NOTzr BOTTOM CONNECTION) PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE r.n= arE(} SAZA'CHfM.G_ PROVISIONS FOR THESE LOADS) ■ NOMINAL 518'THICK15 PLY APA RATED PLYWOOD SHEATHING -iPR1DN.- ■ FASTENED V4rM 48 X I'LONG RIBBED BUGLE HEAD SCREWS. 4� l�fY h-•• � `�� AT 6"O.C.AROUND THE PERIMETER AND 12"O.C-WTTHIN THE //�/ij ffr iir'1 L I - FIELD ".AV _ A PLANKS OVERLAP 1% - ■ THE EXPOSURE IS 7'- Artisans Lap Siding(Me#at Sleds) ■ THE PLANKS ARE BLIND SCREWED WITH NO.-8'18,- 0.375"HEAD DIAMETER X 1=/.'LONG CORROSION RESISTANT BUGLE HEAD SCREWS(SCREW SHALL HAVSAT L EAS'T3 FULLTHREADS PENETRATING THE METAL FRAMING),PLACE SCREWS'I"DOWN This drawing and ttx copyright therein are the property of the named company and FROM THE TOP EDGE OF THE PLANKAT EACH STUD LOCATION ; accordingly the dravAng must not be copied or reproduced In any material form , ■ THE PLANKS ARE FACE NAILED WITH 0.075"SHANK DIAMETERX whatsoever and must be returned with quotation and on completion of job 2"LONG CORROSION RESISTANT METAL STUD FINIS{-'NAILS, PLACE FDUSH NAILS'-%'UP FROM THE BOTTOM EDGE OF THE " ; 1-12Er&cM NO OvvG NO [rEv PLWKATEACH STUD LOCATION „",,, , .V4t*l A MlWdDOONOA_Afd:=LVSWEn9-Zoos-sruW 1 Creator.C.Dlercks Scas.s Date:8!7200$ SKEET 2 OF 4 i Stud spacing at WO.C. WALL SEE' 5V thick I S ply MrAll-A. APA rabd plyrwod Artisan&Up Sidling material is a and CSB1=kr&=r4tsnoxat for daft shoaMiry nonasbestos liber-cemerit product tested 7 r— d to W03d lasli 0 :9 In accordance with ASTM C1186 Grade It. I Type A and meeting the requirements of ene 1. Studs the Florida Building Code. ... ........-4 PLAN awgmom 2121 .6-2 of Florida VVkM Length Thickness Bulldrg :5 8-YA, 12' 5W VA11 HelGKr ZX4"3-P-FWbod StUESIGl1 PR Al tz-OK i . uds Installation ESS Design Pres=e Artizara Lap Siding Woodstuds -92 psf Impact Res;LVarrt- Planks insbiled over SW thick IS pIyAPA rated plywood sheathing - -----------I----------------- B a(.-mirlimum Edge Distance WC Wrilmurr:EdgeNMU at W O.D.(-yp.) 5fir thick/5 OyAPA MW PYMod sheathing shall be attached to Me st, in O=MLW=with the An krzoation shall be done in conformance with this Notice cfAcmvbr=-,the mamfteturer's stamen piorida Building code,with minimurn,8d ZW long box nails spaceda antidmurn ofiS lnrhes an center recomwexisfions,and the apocatte sections ofthe Florida Bvilcrxv Code- along the peffmaler and a rnsiidmum of 12 hches on Wood studs WtWa ArdsarZ Lap Siding Will be installed shall be designed by an EnqjneerorArolhitact per the Florida MAIrn Code and the requirements of ttis NAA N, center along the intermediate support Planks shall be applied ho6zentally commencing from the bottom Course offt wall vAth V%'wide laps atthetop of The aq=cd fastener shalt be an ad.2- the pbnk. -3 V long=roe-on rosr%ftnt firilsh rid - The tongue ar-6 groove vertical joints,must occur 4"off stud.a rxit nail within 2 inches oftxvw and grove. t overwoodstuils, . The PL---ft shall be installed over SW thick I S ply APA rated plywood sheathing supported by a mirimurn of 2'X4' 'rho exposed tsseener shall boplacodIn S-P-F wood studs spaced a maximurn of 16"O.C. IL:zj, the-=13PPIng—4PPTOd=telYW - The siding shall be fastened over the studs with a combination of both concealed and exposed lastonem from the bottom odgO of the . The concealed thstaner shall be an 8d,2-31TIong corrosion resistant zing shank box nml overwood Studs A > avertapphil Plar� 0 The exposed Jhstatw shall be an 8d,2-1/.'Iong corrosion resistant finish nail over wood sttxis- ■ The cortoealedfastener shall be fastened through the top edge ofa single ptwlq the concealed fastener shall be The conceated twinner shall be an ad, positioned 11 down from the planks top edge in such a way that the fastener is fully concealed by the next course of zaW long corrosion roalstarit ring plar1k. 7&Is shank box riail overwood studs. The=ncealed feAmmor--h*11 be ■ The wiposed fastener shall be placed In the overlapping area approximately 11-7 from the bottom edge of the \g 1:39 overlappiMplank. :5 fastened through the top edge of a a.=oe;g i single planic the concealed fastener Both concealed and exposed fasteners shall be7'0.C.%e6caW and 16"O.C.horizontally into wood studs through shall bo-pos+Uonod V down from the 6/8"Ifick 16 plyAPA rated plyiiwod sheathing. PkWs top edgm In such a way that the m A fastener edge distance of/V shall always be observed. favt*nor Is ful3j concealed by the next . 5V thick 15 ply APA rated plywood sheathing"be attztched to the,studs in accordance with the Florida Buzildir4; course cfp1ank. Code,with mhmurri 8d 2-319'long box nails spaced a maximum cf`6 biiahes on center'along the perimeter and a A --rnax1mum,of12inches on center along the latumnedialesupports.- 1.3psler-ng T- ArftarAD Lap SidingSiding{Wood Studs) -NIJ 73 Weatherproofing per 21Z.6.2 of Florida swcong code This drawing and the copyright therein are the property of the named Company and accordingly the drawing must not be copied or reproduced in any nuftrial fbirm Ste"tift IS ply APA rated plywood whatsoever and must be returned with quotation and an completion of job V sheadiing totenod according to the Florida $lit DWGNO P" -0 BUICEng Code SLIZ MR A MUMI Cad.NCA-Ardwm Lap-Skft-=05-84T.Sad L:r Y IV Slp-F WOW SlAuds L I Creator C.Dlefcks SCALE I 1).t,.&-erww I.-M, 3OF4 6.4trt. II Cladding 6.00in. PRODUCT REVISED as cmplyir'a v'rith the Fj orid'� Bailding Fran" dkccepmr(cc No Expiration Date jL vv .7n 2l Bid, Cod 15 rv- 4G- BY 7-00in. =. ,c� �ZpR�OA• ,. i "a FRAMIKO NOMINAL r X4"S-P-F WOOD STUDS 1S"O.C_FASTENED VMH FOR METAL AND WOOD STUDS,PROVISIONS FOR 16d COMMON NAILS(2 PER TOP AND BOTTOM CONNECTION) DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE • NOMINAL 518"THICK/5 PLYAPA RATED PLYWOOD SHEA71HING PROVISIONS FOR THESE LOADS) • FASTENED WITH 2-3/8 INCH 8d COMMON NAILS,AT 6-O.C. --AROUND--THE PERIMETER-AND t2"-O.C.-VM"HIN-THE FIELD- a PLANKS OVERLAP 1414' . THE S(POSURE IS 71 ArftanS Lap SkIlM(Wood Studs) . THE PLANKS ARE BLIND NAILED WITH A 2-W CORROSION RESISTANT COMMON RING SHANK NAILS,I"DOWN FROM THE OP EDGE OF THE PLANK AT EACH STUD LOCATION This drawing and the copyrfgM therein are the property of the named company and • THE PLANKS ARE FACE NAILED WITH 2-1�4r CORROSION a=o-dkxjfy the drjwkV must not be copied or reproduced in any material form RESISTANT FINISH NAILS,%-UP FROM THE BOTTOM EDGE OF • THE PLANKAT EACH STUD LOCATION whatsoever and mint be retumed with quotation and on completion of job SCM NO CMK3 NO REV Wmig Dado NOA-Adl=n Lap SldJng-2D03-9.7v.d Creator.C-Diereft SCALE 1"=11-01, Date:8/712448 SHEET 40F4