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(2) 2X4 No.2 SYP DIAG. <br />N6 OUTLOOKER 0 24" O.C. <br />II <br />ti IL <br />BRACE W/ (3)12d ® EA <br />SECURED W/ SIMPSON H10A <br />VTCR SPACING (1) AT EACH END <br />a <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />VTCR <br />AND 6'-W O.C. MAX. <br />2x SUB -BAND <br />0'-0" TO 30'-0" (1) "X" BRACE <br />3U-1- TO 60'-0 (3) X' BRACE <br />(1) -V BRACE 0 CENTER <br />PRE-ENG GABLE TRUSS <br />(2)'W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />h�ljlj <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />lilt: <br />(AS PER TRUSS ENG) <br />\ <br />PLYWOOD SHEATHING, SEE <br />° <br />'ROOF/WALUFLOOR°III <br />SHEATHING <br />FASTENER SCHEDULE' <br />�- <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />�71 <br />tx2, 2x WOOD FASCIA <br />CONNECTION PER <br />c <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/(3)16d <br />ENGINEERED WOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />1x2 SECUREO W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 214 RAT RUN <br />12- OAC <br />AND APPROVAL SECURED W/ (2)12da C <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />W/ HiP RETURN <br />2 <br />VALLEY TRUSS CONNECTION <br />SCALE: N.T.S. <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigrtgroup.eom <br />AA g: 0003325 <br />drill <br />O <br />Q <br />J <br />{SOy <br />sU13DM a LOT <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PliOJECT# <br />04128.002 08191 <br />MOIDZ z <br />4EAB <br />"1672- ARIA" <br />GARAGE awixc: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. <br />AA <br />NO <br />DAR 1E. 04/08/20 <br />8CALE: 1/4"=f-0" <br />8HEET <br />S3.1C <br />