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<br /> TABLE 6 <br />NVSTA-Heovy Duty Anchors with 14G NVTH Straps and 1 ply 20G seot <br />Assembly 14G Strap Dimension Total No. Total No. of <br />Product Product H of Fasteners Fasteners In Allowable load. (lb.) <br />Code Code (inche.) in Strop 20 GA. Seat . <br /> 10d x 1.1!." 10d x 1.1!." Uplift . L1 L2 . <br />NVSTA-l2H NVlH16 12 lJ08 700 1049 <br /> 1428 760 "... <br />NVSTA-l4H NVTH18 .. <br /> 1545 823 123~ <br />NVSTA-16H NVTH20 ,. 1684 087 1335 <br />NVSTA-2OH NVTH24 20 1783 950 1430 <br />NVSTA-22H NVTH2e 22 <br />NVSTA-24H NVTH28 2. <br />NVSTA-26H NVTH3Q 26 <br />NVSTA-J2H NVTH38 32 <br />NVSTA-<<H NVTH411 ... <br /> <br /> <br />~ <br /> <br />~'~"1-18 <br />. ".- <br />...- Wn <br />Pin -d\a. Concret. <br />Embedm.,t. <br /> <br /> <br />~1!!.. uPlIFT <br />I --::~ot. '.""rod to t,_f<< <br />uplift to bottcrn chord. <br />e R"'nforc:.d Conaet. <br />_ tie beam WIn. 2,e <br />Top &: bottom <br />-z. <br /> <br />TABLE 7 <br />NVHTA-Heovy Duty Anchors with 14G Double NVTH Strops and 1 ply 20G seat <br /> <br />Assembly 14G Strap Dimension Total No. Total No. of Allowable load. (lb.) <br />Product Product H of Fasteners Fasteners In <br />Code Code (Inches) in two Straps 20 GA. Seat . , . . <br /> 'Od x 1.1!." lOd x '.I!.' Uplift U~ift L1 L2 <br />N\tITA-l2H HVTH16 12 10 6 ln2 2078 1050 "50 <br /> 12 . 1994 2338 1181 1631 <br />N\tITA-l4H NV1H18 .. <br /> .. 6 2215 2598 1312 1812 <br />N\tlT A-l6H NVTH20 16 16 6 2437 2!l5l1 ..... 1994 <br />N'MTA-2OH NVTH24 20 ,. . 2658 3117 1575 2175 <br />N\tlTA-22H HVTH26 22 <br /> Notes: <br />H\tfTA-24H HVTH28 2' 1. Nails ore necessory In strops and seat to achieve. deslng loads <br /> 2. See note 6, sheet 1 fOf' combined loodlno. <br /> 3. Nons through chords sholl not force the truss plates. <br />N\tiTA-26H NVTH30 26 .. For general notes, see sheet 1. <br />5. For higher uplift loods. concrete sholl be 3000 psI. <br /> 6. Based on min. 2500 psi concrete. <br />N\ttTA-32H NVTH38 32 <br />N\+iTA-44H NVTH411 ... t ~ !"4" <br /> <br />NI/HTA <br />12H throght 4#i <br /> <br /> <br />SIdL'/Iu <br />20 GA.. Seat <br /> <br />r--<k'---j <br /> <br />H1 <br />-J <br />.1 <br /> <br />."~.'~" 'l ".... <br /> <br /> <br />Slot o.2O.rX 1- Conctete <br />Pin -dlo. ~ Em~m~t. <br />1!!." UPUFT <br /> <br />~~ ~". 'oq."" to """.,.. <br /> <br />-uplift to bottom c:h0f'"d. <br /> <br />U R"nforced Concrete <br />- tie beam Min. 215 <br />Top . bottom <br />-z. <br /> <br />NVST A <br />12H throoht 4#l <br /> <br />V1PlN N. TOI.\T, PE (CIVIL) <br />I'L. REG. , 12847 <br />16123 I.\IlTERIl CREEK LANE <br />HOUSTON, TX 77068 <br /> <br />~ <br /> <br />fI!!; <br />~ <br /> <br />N u - Vue Industries, Inc. <br />1063-1068 Ea.t. 21J Street <br />fDalaah, norida 33013 <br />Phone: (306) 8S14-0SSI?' <br />Po., (306) ."-03ll8 <br />lIVSTA " NVIlTA IlBAVY DUTY ANCHORS 11m! SEAT <br /> <br /> <br />OWG 10 <br /> <br />ReYl.toM: <br /> <br />July 6. 2009 <br />