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r'I <br />VTT SPACING (t) AT EACH END <br />�� 1 <br />2.4 BLOCKING BETWEEN TRUSSES <br />VTT <br />AND 6'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT A7 <br />BRACE 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 />� <br />1111111j1 <br />1L11111111 <br />30'-1" TO 60'-0 (3) "X' BRACE <br />"X" BRACE CENTER <br />PRE-ENG GABLE TRUSS <br />(1) 0 <br />"X" <br />P <br />(2) BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />STIFFBACK AT ALL 2x SUB -BAND <br />UPRIGHTS OVER <br />(AS PER TRUSS ENG) <br />IIa <br />\ <br />I OI <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />Li <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1z2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED WN (3)18d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" OlC, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />COMMON NAILS <br />FOR CONT. 2x4 PAT <br />12, O/ <br />17'O/C <br />ANDAPPROVAL <br />VAL SECURED W!(2)12tl's® <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />2 <br />SCALE: N.T.S. <br />W/ HIP RETURN SCALE: 314"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />wwwAbd"lgngroup.com <br />L AA A: 0003325 <br />Y <br />O <br />$00 <br />aysDiv as LOT: <br />SILVERADO <br />LOT #54 <br />BLK #6 <br />PROJECT# <br />04128.002-54061 <br />MODSL1 <br />4EBB <br />"1828-CALL" <br />OAAAG= awixo: <br />LEFT <br />PADS <br />DETAILS <br />150 MPH EXP. B <br />aw�aCALS: 1O/S4/"i=B1/'-0" <br />S3.1C <br />