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HomeMy WebLinkAboutProduct Approval I�
303 Siain � =
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Manufacturing Specifications
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9. SCOPE II
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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.
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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.
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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.
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Wood panel repairs shall be placed with grain of the patch parallel to the grain of the face.
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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.
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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.
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APA
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qt 303 Siding Manufacturing Specificarions
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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.
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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
- ._....._.... ----- - ---
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Form No.B840U ■ ©2016 APA-The Engineered Wood Association ■www.apawood.org 2
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303 Siding Manufacturing Speeifica+ions t
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--..........................................--.._..........._.._......_................_..._._...................__.........._.._._....._._.._._...._.................__............_.._......_..__..-_........-_............_....._........................_.._...._.._......................_...... .._._......_.._.._......................._....__...........
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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).
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Form No.B840U ■ ©2016 APA-The Engineered Wood Association ■www.cpawood.org 3
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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.
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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.
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4. SPECIES
Species covered by this specification are those listed in PS 1,except other species may be used as given below.
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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.
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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.
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S. PANEL CONSTRUCTION i
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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
-..._..........................._...----- .......__._..........------------ ...
....................
-------- __--
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......................................................................__..............................................--.._._.._.........._............................_.........._...._.........................-----...._............................................................................._I......-...--.........-_......._._....................._
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Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 4
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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.
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7. SPAN RATING
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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.
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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.
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7.1.3 When only one crossband layer remains intact,the requirements of Table 3 shall tapply.
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_........_._........................................_..........................................................................._......_........................__
..._..................._.....................................................................
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"
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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.
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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.
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Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 5
303 Siding P✓iorI)fc:cturi1?t9 Srecificutio7
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7.2.2 Minimum net panel thickness at any point shall be 13/32(0.406)inch(no minus tolerance).
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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.
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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.
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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:
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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.
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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!.
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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.
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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.
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Form No.B840U ■ ©2016 APA—The Engineered Wood Association ■www.apawood.org 6
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30-3 Sidi),g ManiAacturinu Sperifi;aricns
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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:
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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.)
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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.
............__..................................................._....._........................................._.............................................................
._..............
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Form No.B840U ■ ©2016 APA-The Engineered Wood Association www.apawood.org 7
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... ..................... .......... ................................................ .................... ............. ...................
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
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Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com i I
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Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana,CA 92337
(909)349-2927
pingsheng.zhu@jameshardie.com I
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Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave. i
Fontana,CA 92337 A
(909)349-2927
pingsheng.zhu@jameshardie.com
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Category Panel Walls
Subcategory Siding
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Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA,Inc.
Validated By John Southard,P,E.
Validation Checklist-Hardcopy Received
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Referenced Standard and Year(of Standard) Standard Year
ASTM C1186 2002
ASTM E136 2004
ASTM E330 2002
TAS 202 1994
TAS 203 I 1994
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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
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http://floridabuilding.org/pr/pr app_ dtl.aspx.param—wGEVXQwtDqudsDrIH6I487TCmA... 11/8/2016
Florida Building Code Online Page 2 of 2
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Product Approval Method Method 1 Option A
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Date Submitted 05/10/2016
Date Validated 06/16/2016
Date Pending FBC Approval i
Date Approved 06/19/2016
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Date Revised 11/01/2016
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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:
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Back Next
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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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
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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
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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
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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.
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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:
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In addition to the ratings above, Artisan@ Lap Siding has achieved performance ratings
in accordance with ASTM E72 as described below.
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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.
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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
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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: "
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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.
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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:
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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,
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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
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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.___ .
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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
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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 .
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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
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James Hardie Building Products! Inc. (Waxahachie)
2425 Highway 77 North
Waxahachie, TX 75165 ,
Judy Owens
972-923-5336 j
j
judy.owens@jameshardie.com
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DRAWING INDEX
JH/FCS 60-04
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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
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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.
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Olntertek Testing Services'
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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)
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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.
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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.
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©Intertek Testing Services
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James Hardie Building Products,Inc.128273 I Rev:Dec 28 2015 10:04AM I Uncontrolled Copy Page 12 of 12
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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:
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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
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James Hardie Building Product,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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.
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C. CALCULATIONS
1. None.
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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
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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.
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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
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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
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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
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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.
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artisallr
JamesHardie
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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).
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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
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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
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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
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JOINT T PLACEME T& TREATMENT
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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
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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
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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
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" As required by local building code.
ART1104 -P3/8 8/11
�I�
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CONCEALED FASTENING TABS
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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
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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
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Figure 26 Figure 27
Header piece spans the window
Side trim pieces go to including the side trim pieces.
the top of the window.
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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
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"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
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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."
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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
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--'---"-----------------'--'----.—...--'--'—' -- 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 ,
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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
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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