Laserfiche WebLink
<br />Jl!' <br /> <br />{ <br /> <br /> <br />1~.. <br /> <br />o Ill]"!!." <br />l~.. J~. <br />o <br />'lie" <br />o 0 0 <br /> <br />~~l\,' <br /> <br />lJM- ,,,. 1". ~.. <br /> <br />Helle pattern I, <br />mirror Image of the <br />oppslte ,Id. <br /> <br />Hal.. *. dM3. <br /> <br />TABLE 1 <br />SKEWED NAIL PLATE <br /> <br />Product Steel <br />Code Gouge <br /> <br />Fostener <br />Schedule <br />Each End <br /> <br />Allowable Load. (lb.) <br />Cro~ty U 11ft <br /> <br />NVSNP3 16 <br /> <br />(6) 6d , I!!" <br /> <br />594 594 <br /> <br />For Uplift. use two NVSNP3. one at top chord and <br />one at bottom chord of the supporting and supported <br />Trusses In compliance with section 2321.7 of the me. <br /> <br />Notes: <br /> <br />1. Use 6 noil holes In each flange. <br /> <br />2. 00 not bend noli plote more thon once. <br /> <br />Supported <br />Tru.. Top <br />c!c bottom <br />chon! <br /> <br /> <br />NVSNP 3 <br />Installation <br /> <br />3. Supporting member sholl be In the acute angle side with other flange behind the <br />end of supported member (see sketch.) <br /> <br />- <br /> <br />General Notes' <br /> <br />1. Steel shall conform to ASTM A653, structural grode 33 (Min. yield <br />33 ksi) and 0 minimum galvanized coating of G 60 per ASTM A525. <br /> <br />2. Allowable loods ore based on Latest Editions of Notional Oesing <br />specificotions (NOS) for wood construction and Florida Building Code <br />(FBC). <br /> <br />3. Design loads ore for Southern Pine species with 0 specific gravity <br />of 0.55. Allowable loads for other species shall be odjusted <br />accordingly. <br /> <br />4. Common wire nail values ore based on NOS and hove been <br />reduced for Penetration Depth factor. <br /> <br />5. Allowable loods for wind uplift hove been Increased by 0 duration <br />foctor of 1.6 for anchors into wood only. Lood values shown ore, <br />without 33% steel stress increase. <br /> <br />6. Allawobie loads for more than 0 single connection cannot be <br />added together. A design load which is divided into components in <br />the direction given must be evaluated as follows: <br /> <br />Actual Uolift + "'ctug,l L 1 <br />Allowable Uplift Allowable L 1 <br /> <br />,.,ctug,! L2 1 0 <br />+ Allowoble L2 <= . <br /> <br />7. Allowable loods ore based on lX!" thick wood members unless <br />otherwise noted. <br /> <br />B. All tie beams and grouted concrete mosanry shall comply with <br />FBC. Concrete for tie beoms and grout and mortar for concrete <br />masonry shall be 0 minimum of 2500 psi. Concrete masonry sholl <br />comply with ASTM C90. <br /> <br />9. All tests hove been conducted in occordance with <br /> <br />VlPIN N. TOLAT. PE (CIVIL) <br />FL. REG. , 1_7 <br />16123 LAN'lEIlII CREEK LAIIE <br />HOU!n'ON. TX 77068 <br /> <br /> <br /> <br />N u - Vue Induotrl.., lno. <br /> <br />1063-1068 Eut. 21 Street. <br />HIaleah, norida 33013 <br />Phone: (306) eG4-03Q7 <br />r.., (305) 6"-0308 <br /> <br />SKEWED NAIL PUn: <br /> <br /> <br />ReviaioDII: <br /> <br />NU- <br /> <br />July 6. 200~ <br />