Laserfiche WebLink
44wt <br />t t <br />VTT SPACING (1) AT EACH END <br />t <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTf <br />AND 8'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAL. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d ® EA <br />CAT SHEATHING SEAMS <br />4'-0" OXWOOD <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0' (1) X' BRACE <br />i��yltl <br />31Y-1" TO 60'-0 (3) "X" BRACE <br />"X" <br />PRE -ENO GABLE TRU <br />tt5hy <br />(1) BRACE 0 CENTER <br />I,t <br />(2)'X' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-1 <br />\ <br />(AS PER TRUSS ENG <br />II <br />\ <br />u <br />I O <br />PLYWOOD SHEATHING, SEE <br />II <br />"ROOFNVALL/FLOOR <br />\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />0 <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2, 2z WOOD FASCIA <br />Z <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />TRUSSES � 24" O/C, <br />ix2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12"O/C <br />AND APPROVAL SECURED W/(2)12da <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 />t <br />W/ HIP RETURN SCALE:34"=1'-0 <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />L AA 8: 0003325 <br />aUDDIV. & IAT <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />PROJECT# <br />04128.002-09071 <br />MODEIi <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />MPH EXP. BJ <br />_ a77 <br />aw� 01/17/19 <br />aCALE: 1/4"=1'-0" <br />atIEET <br />S3.1C <br />