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� <br /> SECTION 06193 <br /> PLATE CONNECTED WOOD TRUSSES <br /> PART 1 GENERAL <br /> 1.1 SECTION INCLUDES <br /> A. Shop fabricated wood trusses for roof and floor framing. <br /> B. Bridging,bracing, and anchorage. <br /> 1.2 RE�.ATED SECTIONS <br /> A. Section 06112-Framing and Sheathing. <br /> B. Section 06114-Wood Blocking and Cwbing. <br /> � 1.3 RE�ERENCES <br /> A. ALSC(American Lumber Standards Committee) - Softwood Lumber Standards. <br /> B. ASTM A167 - Sta.inless and Heat Resisting Chromium - Nickel Steel Plate, Sheet, <br /> ��� and Strip. <br /> C. ASTN� A446 - Sheet Steel, Zinc Coated (Galvanized b the Hot Di Process <br /> ) Y P , <br /> (Struc�ural Physical) Quality. <br /> �� D. NFPA(National Forest Products Association). <br /> E. SPIB (Southern Pine Inspection Bureau). <br /> F. TPI(Truss Plate Institute)BWT-76-Bracing Wood Trusses. <br />� � G. TPI(Truss Plate Institute)HET-80-Handling and Erectaing Wood Trusses. <br /> � H. TPI (Truss Plate Institute) PCT-80 - Meta1 Plate Connected Parallel Chord Wood <br /> Trusses. � <br /> I. Tl'I tTruss Plate Institute)PCT-85 -Metal Plate Connected Wood Trusses. <br /> ""� J. TPI Truss Plate Institute SP-88-Metal Plate C nn <br /> ( )Q o ected Wood Trusses. <br /> a'� 1.4 SYSTEM DESCRIl'TION <br /> A. Trusses designed for a top chord superimposed live load of 40 psf(plus dead loads) <br /> ,-� and a bottom chord dead load of 10 psf <br />� <br /> 1.5 SUBMITTALS FOR REVIEW <br /> . - u mi s: ro ures or submittals. <br /> B. ProduFt Data: Provide truss configurations, bearing and anchor details, bridging <br /> and bracing details. <br /> C. Shop Drawings: Indicate sizes and spacing of trusses and associated componerns, <br /> web and chord sizes, piate sizes, fastener descriptions and spacings, loads and truss <br /> cambers ac�d framed openings. Sub�it design calculations, certified hy a <br /> , Profession�� Structural Engineer, licensed in the State of Minnesota. <br /> � <br /> �� <br /> 1, <br /> � <br /> �' Division 6-Section 06193 <br />� � Page 1 of 3 <br /> � <br />