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VTCR SPACING (1) AT EACH END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'-0" TO MY-0- (1) "X" BRACE <br />11j1 <br />30'-1"TO W-0 (3) W BRACE <br />"X" <br />PRE ENG GABLE TRUSS <br />ti 1 <br />(1) BRACE @ CENTER <br />1 <br />(2) "X" BRACE DrVUED EOUALLY <br />STIFFBACK AT ALL 2x SUB43AND <br />FROM CENTER TO END. <br />UPRIGHTS OVER NAG" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />L— <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYR TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />lx2,2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3) 16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C <br />1.2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 20 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED W/ (2) l Ws <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 />L <br />SCALE: N.T.S. <br />� <br />W/ HIP RETURN SCALE:34"=1'-0" <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PN: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwzbdesigngroup.com <br />AA #: 0003325 <br />M <br />q <br />� <br />b <br />i <br />3VHDIV. de LOT: <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJEC.r# <br />04128.002 04191 <br />MODEL: <br />4EWB <br />"1499-FREEPORT' <br />GARAGE BIWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA�1'E: 03/06/20 <br />SCALE: 1/4"=1'-0" <br />L9HEET <br />S3.1B <br />