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400 Sunrise Ave., Suite 270 <br />Roseville, CA 95661 <br />916.755.3571 / MiTek-US.com <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) <br />BCSI Building Component Safety Information <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. <br />and available from the Structural Building Component Association (www.sbcscomponents.com) <br />MII-SHEET 2Standard Gable End Detail <br />Trusses @ 24" o.c. <br />Roof Sheathing <br />1'-3" <br />Max. <br />2x6 DIAGONAL BRACE SPACED 48" O.C. <br />ATTACHED TO VERTICAL WITH (4) -16d <br />(0.131" X 3.5") NAILS AND ATTACHED <br />TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS. <br />PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES <br />SUPPORTING THE BRACE AND THE TWO TRUSSES <br />ON EITHER SIDE AS NOTED. TOENAIL BLOCKING <br />TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS <br />EACH END. ATTACH DIAGONAL BRACE TO <br />BLOCKING WITH (5) - 10d (0.131" X 3") NAILS. <br />End Wall <br />Diag. Brace <br />at 1/3 points <br />if needed <br />2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH <br />TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN <br />TO BLOCKING W/ TWO 16d (0.131" X 3.5") NAILS (MIN) <br />CEILING SHEATHING <br />IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR <br />THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE <br />CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE <br />TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT <br />MAY RESULT FROM THE BRACING OF THE GABLE ENDS <br />NAIL DIAGONAL BRACE TO <br />PURLIN WITH TWO 16d (3.5"x0.131") NAILS <br />ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD <br />BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES <br />STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: <br />METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE <br /> FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE <br /> FOLLOWING NAILING SCHEDULE. <br />METHOD 2 : ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL <br /> MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING <br /> NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE <br /> AND SPECIES AS THE TRUSS VERTICALS <br />NAILING SCHEDULE: <br /> - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10, 16) OR LESS, NAIL ALL <br /> MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C. <br /> - FOR WIND SPEEDS 120-150 MPH (ASCE 7-98, 02, 05), 150-190 MPH (ASCE 7-10, 16) NAIL ALL <br /> MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM) <br />STRUCTURAL <br />GABLE TRUSS <br />SCAB ALONG <br />VERTICAL <br />MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. <br />ALL BRACING METHODS SHOWN ON PAGE 1 ARE <br />VALID AND ARE TO BE FASTENED TO THE SCABS OR <br />VERTICAL STUDS OF THE STANDARD GABLE TRUSS <br />ON THE INTERIOR SIDE OF THE STRUCTURE. <br />INLAYED STUD <br />NOTE : THIS DETAIL IS TO BE USED ONLY FOR <br /> STRUCTURAL GABLES WITH INLAYED <br /> STUDS. TRUSSES WITHOUT INLAYED <br /> STUDS ARE NOT ADDRESSED HERE. <br />STRUCTURAL <br />GABLE TRUSS <br />STANDARD <br />GABLE TRUSS <br />AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST <br />BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM <br />CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN <br />IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. <br />HORIZONTAL BRACE <br />(SEE SECTION A-A) <br />Page 2 of 2MiTek USA, Inc. <br />A MiTek Affiliate <br />ENGINEERED BY <br />SEPTEMBER 1, 2021 <br />December 19,2024