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3 <br />6 <br />ROOF FASTENER LAYOUT <br />ELEVATION 'A' & 'C' <br />ONOT <br />USED <br />ODOUBLE <br />SILL PLATE. SEE DETAIL THIS SHEET <br />OSIMPSON <br />HETAL20, (TYPICAL OF MASONRY <br />CONNECTION) <br />® <br />SIMPSON H3 V/ (8) 8d NAILS <br />END E NOTE 5.19 <br />SHEEEES-1FOR NAIBLE <br />ETLING IING PATTERNS <br />00 <br />,5, c <br />4 r�, <br />Gds 00, ^ a <br />d`rS oaf ��.Qi 66e <br />Gch <br />°�s <br />Una Laos <br />GcfG� a�0 <br />NOTE: CONTRACTOR SHALL REFER TO THE <br />FINAL TRUSS ENGINEERING PACKAGE FOR <br />CONSTRUCTION. <br />NOTE - <br />THERE ARE NO UPLIFTS GREATER THAN 1000 LBS <br />THERE ARE NO REACTIONS GREATER THAN 5000 LBS <br />SILL PLA <br />K12' 'J' <br />1' O.C. MAX <br />ATTACH GABLE TRUSS <br />TO PLATE WITH 16d @ <br />4' ❑,C. STAGGERED <br />PLACE SHEATHING FLUSH <br />w/ MASONRY <br />DOUBLE SILL PLATE vDEGTAl NSTING, INC. <br />SCALE: N.T.S. <br />?0"� FL 34203 <br />CEnTIr"iC.y r :RIZATION # 9298 <br />J 6 Z008 <br />OWW�y <br />1 <br />J <br />7 <br />p <br />Y <br />c <br />W <br />F- <br />p <br />a <br />O <br />} <br />g <br />(n <br />(n <br />SHEET NO. <br />S-5A <br />L. JASON BERGER PE# 64003 <br />