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NOTE: CONTRACTOR SHALL REFER TO THE FINAL <br />TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. <br />UPLIFT VALUES TPA T MEET OR EXCEED 1000# AND <br />REACTIONS THAT MEET OR EXCEED 3000# ARE SHOWN <br />AS NOTED. THE VALUES ARE BASED ON THE <br />ENGINEERED TRUSS LAYOUT AS PROVIDED BY THE <br />MANUFACTURER. <br />ROOF FASTENER LAYOUT ELEVATIONS 'B & C' <br />WI TH BA Y WINDOW A T MASTER BEDROOM <br />CALF: N.T.S <br />ROOF FASTENER LEGEND <br />OSIMPSON HETAL20 w/ 15-10d x 1-1/2" NAILS <br />1 TYP. @ MASONRY CONNECTIONS. <br />OSIMPSON H3 w/ 8-8d NAILS. <br />ODOUBLE SILL PLATE. SEE DETAIL THIS SHEET <br />O(2) SIMPSON HETA20 w/ 10-10d x 1-1/2" NAILS. <br />O2X10 RAFTERS ® 24" O.C. <br />OSIMPSON H10 w/ (8) 8d NAILS ATTACHED TO RAFTER <br />9 & PLATE, TYPICAL ® WOOD CONNECTIONS <br />1 (2) SIMPSON HTS20 w/ 20-10d NAILS. <br />SIMPSON MGT w/ THRU BOLT TO SIMPSON <br />1 3 PHD5 ATTACHED TO STUD COLUMN BELOW. <br />DENOTES P M EE NOTE 5.19 <br />SSHEEETS-1 FOR NAILING ATT S <br />l�/�' <br />V <br />dsa"o Gssi <br />so �° <br />x <br />s�i° <br />110 <br />(2) 2x6 P.T. SILL PLC <br />WITH 1/2"Ox12" "J" <br />BOLTS nH 24" O.C. M-11 <br />ATTACH GABLE TRUSS <br />TO PLATE WITH 16d <br />4" O.C. STAGGERED <br />PLACE SHEATHING FLUSH <br />w/ MASONRY <br />DOUBLE SILL PLATE DETAIL <br />SCALE: N.T.S. WHETSTONE ENGIN ESTING, INC. <br />2004 5311 AVE T FL 34203 <br />CERTIFICATE JT AT <br />k 9298 <br />SEE SHEET S-1 SEC. 5.18 AND 5.19 <br />FOR ROOF SHEATHING NAILING PATTERN N 2008 <br />11J <br />w <br />Z_ <br />''^^ <br />v1/ <br />J <br />0 'V <br />S2 <br />� <br />� < <br />tl <br />W�� <br />7 <br />F- <br />3 <br />a <br />F <br />O <br />g <br />cn <br />cn <br />Z) <br />SHEET NO. <br />S-5D <br />L. JASA BERGER PE# 64003 <br />