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<br />ROBBINS ENG. GENERAL NOTES & SYMBOLS <br /> <br />--I 1- 108 <br /> <br />~ <br /> <br />6.3 x 8.8 <br /> <br />PLATE SIZE <br /> <br />LATERAL BRACING <br /> <br />PLATE LOCATION <br /> <br />Center plates on joints <br />unless otherwise noted in <br />plate list or on drawing. <br />Dimensions are given in <br />inches (i.e. 1 1/2" or 1.5") or <br />IN-16ths (i.e. 108). <br /> <br />The first dimension is the <br />width measured perpen- <br />dicular to slots, The second <br />dimension is the length <br />measured parallel to slots. <br /> <br />1x4 continuous lateral bracing <br />arrached with (2) 8d nails each <br />member where indicated or 2x4 <br />"T" or "~' brace stiffener if <br />applicable nailed flat to edge of <br />web with 12d nails spaced 8" O.c, <br />"T" or He brace must be extended <br />at least 90% of web length. <br /> <br /> <br />PLATE ORIENTATION <br /> <br />DIMENSIONS <br /> <br />BEARING <br /> <br />When shown, indicates <br />direction of slots in <br />connector plate, <br /> <br />6-08-08 <br />. 1 <br /> <br />I · <br /> <br />708 <br />1--1 <br /> <br />All dimensions are shown in ~ When truss is designed to <br />FT-IN-SX (i.e. 6' 8 1/2" or bear on multiple supporrs, <br />6-08-08). Dimensions less interior bearing locations <br />than one foot are shown in should be marked on the <br />IN-SX only (i,e. 708). truss. Interior support or <br />L:::::.. tempora~' shoring must be <br />in place before erecling Ihis <br />lrUss. If necessary. shim <br />bearings to assure solid <br />contaCt with truss, <br /> <br />Trussed Rafters, Robbins Eng, Co. bears no <br />responsibility for the erection of trusses, field bracing <br />or permanem trusS bracing, Refer ro HIB-91 as <br />published by the Truss Plate Institute, 583 D'Onofrio <br />Drive, Suite 200, Madison, \\~sconsin 53719. Persons <br />erecting trusses are cautioned ro seek professional <br />advice concerning proper erection bracing ro prevenr <br />roppling and "dominoing", Care should be taken ro <br />prevenr damage during fabrication, srorage, shipping <br />and erection, Top and bot rom chords shall be <br />adequately braced in the absence of sheathing or rigid <br />ceiling, respectively. It is the responsibiliry of others <br />ro ascenain that the design loads utilized on this <br />drawing meet or exceed the actual dead loads <br />imposed by the structure and the live loads imposed <br />by the local building code or hisrorical climatic records. <br /> <br />ROBBINS LOCK connecror pla.tes (20 ga. galv, steel <br />ASTM A653 SS Grade 40) sha1l be applied on both <br />faces of truss at each joim, Cemer the plates, unless <br />shown otherwise by circles (0) or dimensions. No <br />loose knots or wanes in plate comact area, Splice <br />only where shown. Overa1l spans assume 4" bearings <br />at each end, unless indicated otherwise, Cutting and <br />fabrication sha1l be performed on equipmem which <br />produces snug-fitting joims and plates. Unless <br />otherwise noted, moisture comem of lumber shall <br />not exceed 19% at time of fabrication and these <br />designs are not applicable for use with fire retardam <br />lumber. This design was prepared in accordance with <br />"National Design Specifications for Stress - Grade <br />Lumber and Its Fastenings" (AFPA), "Design <br />Specifications for Light Metal Plate Connected \\Tood <br />Trusses" (TPI), and HUD Design Criteria for <br /> <br />FURNISH A COPY OF THIS DESIGN TO ERECTION C~NTRACTOR. IT IS THE RESPONSIBILITY <br />-'it <br />OF BUILDING DESIGNER TO REVIE\\TTHIS DR\VG. & VERIFY THAT DATA <br />INCLUDING DIM, & LOADS CONFORM TO ARCH, PLAN/SPECS & FAB, TRUSS LAYOUTS. <br /> <br /> <br />I CORPORATE HEADQUARTERS I <br /> <br />P.O, Box 280055 <br />Tampa, FL 33682-0055 <br />800-282-1299 · Fax: 813-971-6117 <br />