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I <br />I <br />I <br />I <br />I <br />I <br />I <br />LSSO EXTEND THE RIDGE BOARD PAST <br />THE RIDGE POST APPROX 4" <br />HIP RAFTER <br />- <br />O <br />ml ! \ <br />L550 <br />LS50 <br />THE BASE TRUSS SPAN IS 29'-10 3/4" TRUSS TO TRUSS CONNECTION TO <br />THE SLAB IS 301-011 BE FURNISHED BY THE TRUSS CO. <br />HIP JACK RAFTER <br />VTC2 <br />VTC2 <br />NO SCALE <br />VTC2 <br />C2 <br />UPLIFT CONNECTIONS <br />USE (2) SIMPSON ST292 STRAP TIES PER EACH <br />POST, ONE ON THE INSIDE AND ONE ON THE <br />OUTSIDE OF THE POST FL*13812.5 <br />USE A SIMP60N HTSMI(o TWIST STRAP TO ATTACH <br />THE MONO GIRDER TO THE EXISTING MASONRY WALL <br />FL* 11413.11 <br />SIMPSON HCP2 FL*10441.2 HIP CORNER PLATE <br />IS TO BE USED ON THE KING JACK TRUSS OF <br />THE CORNER SET <br />SIMPSON H2.5A HURRICANE TIES FL*1045(o.12 <br />ARE TO BE USED ON ALL TRUSSES EXCEPT <br />WHERE NOTED <br />(3) SIMPSON H8 HURRICANE TIES FLA APPROVAL * 11410.3 <br />WILL BE USED TO HOLD DOWN THE MONO GIRDER TRUSS <br />DATE : SCALE: <br />cj/ 14 / 11 1/4 11 = V-oil PAGE 4 <br />DESIGN SERVICES INC. <br />/�*f <br />MOBILE/ OFFICE 352-206 1 -552 <br />R. �J' • HANLE`1' OFFICE FAX 352-585-2342 <br />P 0 SOX 1325 SAN ANTONIO <br />FLA, 33516 <br />EMAIL_ <br />ROOF FRAMING PLAN <br />JOB NAME AND ADDRESS: <br />EFRAIN MONTES-MENDOZA <br />38601 NORTH AVE <br />ZEPHYRHILLS , FLORIDA <br />COVERED WALK 30ro SF <br />DAVID W. SMITH, MS. PE, <br />FLOROA LIG,* 53608 <br />352-521-0865 OFFICE 352-521-0861 FAX. <br />9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION <br />AND THE 200E SUPPLEMENTS WITH ALL REVISIONS <br />AND UPDATES TO FBC-01, <br />DAVID W. SMITP MS. PE. * 53608 <br />