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Home My WebLink AboutASSEMBLY REPORT - 18-00261 - 1249 Stone Dr - New SFR Assembly Report: SPH111411-7 This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report. NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: HTTP://WWW.NTAINC.COM FAX: 574-773-2260 SPH111411-7 Assembly Report 2015-07-08 Re-Issued Date: 07/08/2015 This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-07-07 Page 1 of 3 CSI 06 12 00 Figure 1: Assembly Drawing for Seismic Resistance Report Holder sPanels Idaho LLC 2420 Heyrend Way Idaho Falls, Idaho 83402 Manufacturing Locations sPanels Idaho LLC 2420 Heyrend Way Idaho Falls, Idaho 83402 1. SUBJECT 1.1. sPanel Structural Insulated Wall Panels for use in Seismic D, E and F construction 2. SCOPE NTA, Inc. has evaluated the above product(s) in accordance with: 2.1. NTA IM 014 Structural Insulated Panel Evaluation 2.1.1. IM 014 TSK 10.0 Seismic D, E and F Evaluation To obtain the most current NTA Listing Report visit www.ntainc.com/product-certification Assembly Report: SPH111411-7 This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report. NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: HTTP://WWW.NTAINC.COM FAX: 574-773-2260 SPH111411-7 Assembly Report 2015-07-08 Re-Issued Date: 07/08/2015 This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-07-07 Page 2 of 3 CSI 06 12 00 3. CONSTRUCTION COMPONENTS (Ref. Figure 1) 3.1. (#1) Structural Insulated Panels. sPanel Structural Insulated Panels consisting of minimum nominal 5-½ in. thick EPS core laminated between two sheets of minimum 7/16 in. thick oriented strand board (OSB). SIPs shall bear the ESR-2182 listing mark. 3.2. (#2) Splines. sPanel Structural Insulated Panels for use in seismic construction are interconnected with 7/16 in. thick, 4 in. wide OSB (Surface) Splines along the full length of the spline connection. 3.3. (#3) Chords and Top and Bottom Plates. sPanel Structural Insulated Panels for use in seismic construction shall use #1 Douglas Fir 6x6 Chords, #1 Douglas Fir Double 2x6 Top Plates and a single #1 Douglas Fir 3x6 Bottom Plate. 3.4. Fasteners. sPanel Structural Insulated Panels shall be fastened in accordance with Figure 1. 3.4.1. (#4) 8d Nails, 0.113 in. x 2-3/8 in. applied 4 in. o.c. around the panel perimeter and on both sides of the spline connection in two staggered rows. 3.4.2. (#5) 10d Nails, 0.131 in. x 3 in. (2) fasteners used to toe nail the top and bottom plates at each chord. 3.4.3. (#6) 10d Nails, 0.148 in. x 3 in. applied 6 in. oc in two rows along the second top plate. 3.5. Hold-downs. Designed in accordance with accepted engineering practice to resist design chord forces. 4. DESIGN 4.1. Design Approval. Where required by the authority having jurisdiction, structures using sPanel Structural Insulated Panels shall be designed by a registered design professional. Construction documents, including engineering calculations and drawings providing floor plans, window details, door details, and connector details, shall be submitted to the code official when application is made for a permit. The individual preparing such documents shall posses the necessary qualifications as required by the applicable code and the professional registration laws of the state where the construction is undertaken. Approved construction documents shall be available at all times on the jobsite during installation.(IM 014 NACU4) 4.2. Connection to Structure. Designed in accordance with accepted engineering practice to transfer racking forces into the wall at the top and out of the wall at the base. 4.3. Design Loads. Design loads to be resisted by the SIP panels shall be as required under the applicable building code. Loads on the panels shall not exceed the loads noted in this report. 4.4. In-Plane Shear Design. Shear walls shall be sized to resist all code required wind and seismic loads without exceeding the allowable loads provided in Table 1. Shear wall chords, hold-downs, and connections to transfer shear forces between the wall and surrounding structure shall be designed in accordance with accepted engineering practice. 4.5. Seismic Design Categories. The shear wall configurations in Table 1 are permitted in Seismic Design Categories A, B, C, D, E and F. Such walls shall be designed using the seismic design coefficients and limitations provided in ASCE 7-05 for light-framed walls sheathed with wood structural panels rated for shear resistance (SFRS A13). These SIP panels shall use the following factors for design: Response Modification Coefficient, R = 6.5; System Overstrength Factor, 0 = 3.0; Deflection Amplification Factor, Cd = 4.0.(IM 014 ACU16) 4.6. Adhesives and Sealants. Adhesives and sealants shall not be applied at wood-to-wood or spline-to-facing interfaces in shear walls in Seismic Design Categories D, E and F. Adhesives and sealants may be applied to wood-to-foam or facing-to-foam interfaces. Flexible SIP tape may be applied over panel joints. Assembly Report: SPH111411-7 This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report. NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: HTTP://WWW.NTAINC.COM FAX: 574-773-2260 SPH111411-7 Assembly Report 2015-07-08 Re-Issued Date: 07/08/2015 This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-07-07 Page 3 of 3 CSI 06 12 00 Table 1: Allowable In-Plane Shear Strength (Pounds per Foot) for SIP Shear Walls (Seismic Loads in Seismic Design Categories D, E and F)1,2 Spline Type Framing Minimum SG4 Minimum Facing Connections2 Shear Strength (plf) Chord2 Plate2 Spline 7/16 in. OSB Surface Spline 0.50 0.113” x 2-3/8” nails, Two rows staggered 4 in. o.c., 3/4 in. and 3/8 in. edge distance 0.113” x 2-3/8” nails, Two rows staggered 4 in. o.c., 3/4 in. and 3/8 in. edge distance 0.113” x 2-3/8” nails, Two rows staggered 4 in. o.c., 3/4 in. and 3/8 in. edge distance 1340 1Allowable seismic design coefficients are provided in Section 4.5. 2Chords, hold-downs and connections to other structural elements must be designed by a registered design professional in accordance with accepted engineering practice. 3The maximum assembly height-to-width ratio shall be 2:1. 4Required connections must be made on each side of the panel. Dimensional or engineered lumber shall have an equivalent specific gravity not less than specified.