Artisan Siding with Lock Joint System

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Edmund Elliott
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Document Scope General Description Artisan with Lock Joint System is noncombustible fiber-cement siding, manufactured by James Hardie s Inc.

The siding is manufactured by the Hatschek process and cured by high pressure steam autoclaving.

are mo re st ringe nt tha n the Artisa n Lap Sid in g installation requ ireme nts, state and lo ca l requirements will take precedence.

The use of these products are limited to buildings (residential, commercial, and multifamily) not exceeding 85 feet in height.

4 and SectionR703.10.1 as ASTM C 1186 Grade II, A (ISO 8336, Category A, Class 2) Fiber Cement.

Wood framing and furring shall have a s.g. of 0.42 or greater unless otherwise stated. Metal framing and furring shall be a minimum of 20 gauge structural (33 mil) to a maximum of 16 gauge (54 mil).

1 Document Scope General Description Artisan with Lock Joint System is noncombustible fiber-cement siding, manufactured by James Hardie s Inc. Dimension Composition Artisan with Lock Joint System is a Grade II, A, fiber-cement flat sheet as defined by ASTM C The siding is manufactured by the Hatschek process and cured by high pressure steam autoclaving. Code Compliance Artisan with Lock Joint System 5/8 inch Length 12 feet Available in 8¼ or 10 ¼ inches All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n Lap Sid in g installation requ ireme nts, state and lo ca l requirements will take precedence. This document applies to the following products with the Lock Joint System: Artisan V-Groove, Artisan Artisan Bevel Artisan and Artisan Shiplap. The use of these products are limited to buildings (residential, commercial, and multifamily) not exceeding 85 feet in height. Artisan with Lock Joint System complies with: The 2006, 2009, 2012, and 2015 International Code (IBC) Section and 2006, 2009, 2012, and 2015 International Residential Code (IRC) Table R703.4 and SectionR as ASTM C 1186 Grade II, A (ISO 8336, Category A, Class 2) Fiber Cement. Wind : Tables 2 and 3 provide allowable capacity in mph for transverse load conditions for Artisan with Lock Joint System attached to either wood or metal framing, tested in accordance to ASTM E 330. Wood framing and furring shall have a s.g. of 0.42 or greater unless otherwise stated. Metal framing and furring shall be a minimum of 20 gauge structural (33 mil) to a maximum of 16 gauge (54 mil). Fire Characteristics: Artisan with Lock Joint System is classified as noncombustible when tested in accordance with ASTM E136. Artisan with Lock Joint System may be used in ASTM E119 fire resistance rated assemblies as listed by Warnock Hersey (for more information, contact James Hardie at J-HARDIE ( ) or info@jameshardie.com ): 60 minute design JH/ FCS 60-01, JH/FCS 60-02, and JH/FCS Artisan with Lock Joint System are Class A material according to 2006, 2009, 2012, and 2015 IBC Section Surface burning characteristics in accordance with ASTM E 8 4: Flame Spread Index = 0 and Smoke Developed Index 5. The building official reserves the right to approve alternate materials, design and methods of construction based on research reports and/or tests based on 2006, 2009, 2012, and 2015 IBC Section , 2006, 2009, 2012, and 2015 IRC Section R Test reports can be furnished to the building official upon request, contact your local James Hardie sales representative. Installation Requirements Artisan with Lock Joint System shall be installed on exterior walls braced in accordance with the applicable building code. A water-resistive barrier complying with Section of the IBC or Section R703.2 of the IRC is required to be installed. Install Artisan lap siding in accordance with this report and the James Hardie s published installation requirements. For a copy contact your local James Hardie sales representative or visit or Table 1, Artisan with Lock Joint System ASTM C 1186 Physical Properties and Supplementary Requirements Page 1 of 15

2 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 5/8 8-1/4 No. 11ga. X 1-1/4 long roofing nail No. 11ga. X 1-1/4 long roofing nail No. 11ga. X 1-1/4 long roofing nail SPF & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 2 of 15

3 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) No. 11ga. X 1-1/4 long roofing nail 0.092" X 0.222" HD X 2.0" long corrosion resistant nail 0.092" X 0.222" HD X 2.0" long corrosion resistant nail SPF SPF SPF & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 3 of 15

4 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) x HD x 2.5 long siding nail x HD x 2.5 long siding nail x HD x 2.5 long siding nail SPF & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 4 of 15

5 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) x HD x 2.5 long siding nail x HD x 3 long siding nail x HD x 3 long siding nail SPF SPF SPF & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 5 of 15

6 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 0.090" X 0.215" HD X 1.5" long corrosion resistant ring nail x 1.5 long x HD ET&F pin x 1.5 long x HD ET&F pin 6" O.C. on sheathing Attached to 7/16" wood structural panel sheathing only 20 ga. STR steel stud 20 ga. STR steel stud 7/16" WSP attache d per code & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 6 of 15

7 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) x 1.5 long x HD ET&F pin x 1.5 long x HD ET&F pin No. 8 X 1.25 long X HD ribbed wafer head screws fastened into furring only at location 20 ga. STR steel stud 20 ga. STR steel stud 3/4 thick by 3.5 wide wood furring 7,8,9 attached to or 20 STR ga steel framing & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 7 of 15

8 Table 2, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for V-Groove (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) No. 8 X 1.25 long X HD ribbed wafer head screws fastened into furring only at location 3/4 thick by 3.5 wide wood furring 7,8,9 attached to or 20 STR ga steel framing 2012 & 2015 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Or lumbers w ith an assigned specific gravity of 0.42 for SPF stud and 0.50 for DFL stud. 2. height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10 (2-12 roof slope). 3. Linear interpolation of building height and w ind speed is permitted, except for building heights betw een 60 ft and 65 ft, w hich could be done through analysis. 4. V ult = ultimate design w ind speed; V asd = nominal design w ind speed. 5. Wind speed design assumptions per Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K zt =1, K d =0.85, GC p =-1.4 (h 60), GC p =-1.8 (h>60), GC pi = For 2009 IBC/IRC, 2006 IBC/IRC, Importance Factor, I = 1, w as used for calculations. 7. Furring attachment to structural framing members is the responsibility of the building designer. 8. Wood furring shall be preservative treated per AWPA. 9. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS; or w ood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP Page 8 of 15

9 Table 3, Wind Table Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 siding (0.092" x 2.5" x 0.222" ) siding (0.092" x 2.5" x 0.222" ) siding (0.092" x 2.5" x 0.222" ) Page 9 of 15

10 Table 3, Wind Table (Continued) Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 siding (0.092" x 2.5" x 0.222" ) box (0.113" x 2.375" x 0.266" ) box (0.113" x 2.375" x 0.266" ) Page 10 of 15

11 Table 3, Wind Table (Continued) Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 box (0.113" x 2.375" x 0.266" ) box (0.113" x 2.375" x 0.266" ) 6d siding (0.092" x 2.0" x 0.222") Page 11 of 15

12 Table 3, Wind Table (Continued) Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 6d siding (0.092" x 2.0" x 0.222") 11 ga. roofing (0.120" x 1.75" x 0.375") 11 ga. roofing (0.120" x 1.75" x 0.375") Page 12 of 15

13 Table 3, Wind Table (Continued) Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 Ribbed wafer head screw, (#8 x 1.25" x 0.375" Ribbed wafer head screw, (#8 x 1.25" x 0.375" 4d ring siding (0.090" x 1.5" x 0.215") screwed to furring only screwed to furring only 6" o.c. to WSP only wood or steel framing, 3/4" thick x 3.5" wide SPF furring 7, 8, 9 wood or steel framing, 3/4" thick x 3.5" wide SPF furring 7, 8, 9 Attached to 7/16 wood structural panel sheathing /16" WSP attache d per code Page 13 of 15

14 Table 3, Wind Table (Continued) Artisan with Lock Joint System All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012 & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4,5 Ribbed wafer head screw, (#8 x 1.25" x 0.375" Ribbed wafer head screw, (#8 x 1.25" x 0.375" ET&F knurled shot pin (0.100" x 1.5" x 0.250") 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel James Hardie s, Inc. All rights reserved. TM, SM, and denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners. Page 14 of 15

15 Table 3, Wind Table (Continued) Artisan with Lock Joint System 1. Or lumbers w ith an assigned specific gravity of 0.42 for SPF stud and 0.50 for DFL stud. 2. height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10 (2-12 roof slope). 3. Linear interpolation of building height and w ind speed is permitted, except for building heights betw een 60 ft and 65 ft, w hich could be done through analysis. 4. V ult = ultimate design w ind speed; V asd = nominal design w ind speed. 5. Wind speed design assumptions per Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K zt =1, K d =0.85, GC p =-1.4 (h 60), GC p =-1.8 (h>60), GC pi = For 2009 IBC/IRC, 2006 IBC/IRC, Importance Factor, I = 1, w as used for calculations. 7. Furring attachment to structural framing members is the responsibility of the building designer. 8. Wood furring shall be preservative treated per AWPA. 9. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS; or w ood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP James Hardie s, Inc. All rights reserved. TM, SM, and denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners. All nationa l, state, an d local building cod e requiremen ts must be fo llowed a nd where th ey are mo re st ringe nt tha n the Artisa n with Lo ck Joint Syst em installation requ ireme nts, Wind Speed (mph) for Cove, Bevel Channel, Channel, and Shiplap (Analytical in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) ET&F knurled shot pin (0.100" x 1.5" x 0.250") ET&F knurled shot pin (0.100" x 1.5" x 0.313") ET&F knurled shot pin (0.100" x 1.5" x 0.313") 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel 20 ga. (33 mil.) x 3-5/8" x 1-3/8" steel & 2105 IBC, 2015 IRC (Ultimate Wind Speed, V ult ) 4, Page 15 of 15

TECHNICAL DATA SHEET Artisan Lap Siding

TECHNICAL DATA SHEET Artisan Lap Siding Artisan All national, state, and local building code requirements must be followed and where they are more stringent than the installation requirements, state and local Document Scope This document applies