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IF <br />III III <br />0"004 <br />VTT SPACING (1) AT EACH END <br />5 hti <br />2xBLOCKING BETWEEN TRUSSES <br />V rr <br />AND 8'-0" C.C. MAX. <br />(2) 2X4 No.2 SVP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d 0 EA <br />4'-U' O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'4" TO 30'4" (1)'X' BRACE <br />I,1ljljljll <br />30'-T' TO 60'-0 (3) "X" BRACE <br />"X" BRACE CENTER <br />PRE-ENG GABLE TRUSS <br />'� lylll <br />(1) 0 <br />Ililll <br />(2) X' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />��,I 101 <br />PLYWOOD SHEATHING, SEE <br />I W <br />"ROOF/WALL/FLOOR <br />\ <br />4- <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2, 2x WOOD FASCIAfENGINEERED <br />NNECTION PER <br />SEE ARCHITECTURALUSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />4" O/C, <br />1x2SECUREDW/10d <br />DRAWINGS <br />GALV. COMMON NAZIS <br />RATRUNPRE-ENGINEERED <br />AL SECURED W/ (2)12ds c <br />SECURE4 <br />MASONRY BOND BEAM <br />EACH TRUSS <br />-"\,VALLEY <br />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 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />FM: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA M: 0003325 A <br />14 <br />g <br />iQ� <br />B <br />p <br />B <br />ii <br />till <br />etTSDiN & IJOT: <br />SILVERADO <br />LOT 63 <br />BLK 6 <br />PROJECT# <br />04128.002-63061 <br />MODE r <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH <br />Dw� 03/11/19 <br />SCAM 1/4"-1'-0" <br />SHEET <br />S3.1C <br />