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- <br />VTT SPACING (1) AT EACH END <br />'I�jljl� <br />- <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN TRUSSES <br />WHERE X-BRACING IS PRESENT AT <br />VTT <br />AND 6'-0" O.C. MAX. <br />13RACE W/ (3)12d @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />Iljlji��l <br />30'-1" TO 60'-0 (3)'W' BRACE <br />(1) "X" BRACE @ CENTER <br />PRE-ENG GABLE TRUSS <br />IIIII�I11 <br />11�11 I� <br />(2)'W" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />11111111 <br />FROM CENTER TO END, <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />I <br />\ <br />a O <br />PLYWOOD SHEATHING, SEE <br />"ROOHWALL/FLOOR <br />\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />Ll <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2.SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C, <br />1x2 SECURED W/ tOd <br />SUBMIT SHOP DRAWINGS <br />NAILS <br />FORREVIEWRAT RUN <br />CONTSECURED <br />17,O/COMMON <br />12' O/C <br />ED2x4 <br />AND APPROVAL 6ECURED W/ (2) 12tl's @ <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />�� <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />L <br />SCALE: N.T.S. <br />1 <br />W/HIP RETURN scALE:3/4"=r-a' <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />h <br />V <br />W <br />0 <br />G <br />F <br />SUBDIV. & LOT <br />SILVERADO <br />LOT #8 <br />BLK. #12 <br />[PROJECT# <br />04128.002-08121 <br />MODET_ <br />4EBB <br />"1828—CALI" <br />GARAGE SMU4G: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D TE 10/28/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1C <br />