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<br />iJ <br />[J <br />{J <br /> <br />~ <br /> <br />Nu-Vue Industries. Inc. <br /> <br />NOTICE OF ACCEPTANCE: <br /> <br />EVIDENCE SUBMITTED <br /> <br />(] <br />[] <br />!] <br />U <br />U <br />t1 <br />[] <br />[l <br />f) <br />[ J <br />[J <br />U <br />I] <br />lJ <br />l J <br />[1 <br /> <br />A. DRAWINGS <br />1. Drawing No. NU-l, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated <br />02/18/08, prepared by Nu-Vue Industries, !ne" signed and sealed by Vipin N. Tolat, P.E. <br /> <br />B. TESTS <br />Test reports on wood connectors per ASTM D1761-88 by Product Testing, Ine" signed and <br />sealed by C, R. Caudel, P .E. <br /> <br /> Report No. Wood Connector Load Direction Date <br />1. OS-519SA AB-S Fl and F2 06/03/05 <br />2. 05-5196A AB-7 Fl and F2 06/] 1105 <br />3. 04-4995 NVTHJ-26 Upward 01/31/05 <br />4. 04-4996 NVTHJ-28 Upward 01/31/05 <br />5. 05-5612 IKE-1 Upward, Ll and L2 03/20/06 <br />6. 06-5622 IKE-2 Upward, L1 and L2 05/01/06 <br />7. 04-4908 NVTI Upward andLl 07/21104 <br />8. 03 -4631 NVTT Upward and LI 06/21104 <br />9. 08--6711 NVHC-37 Upward, Ll and L2 03/14/08 <br /> <br />C. CALCULATIONS <br />1. Shear value of common wire nails and steel plate tensile calculations, prepared by <br />Vipin N. Tolat, P.E" Consulting Engineer, dated 03/20/08, signed and sealed by Vipin <br />N. Tolat, P.E. <br /> <br />D. QUALITY ASSURANCE <br />1. Miami Dade Building Code Compliance Office (BCCQ). <br /> <br />E. MATERIAL CERTIFICATIONS <br />1. None. <br /> <br />F. STATEMENTS <br />1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R. <br />Caudel, P.E. <br /> <br />G. OTHER <br />1. Notice of Acceptance No. 03-0224.10, issued to Nu-Vue Industries, Inc., approved on <br />04/17/03 and expiring on OS/22/08. <br /> <br />~ <br />1'3 f)f <br />Ca os ~ Utrera, P.E. <br />Product Control Examiner <br />NOA No. 0&-0325.0J <br />Expiration Date: May 22, 2013 <br />Approval Date: June 5, 2008 <br /> <br />E-l <br />