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lill�Li� <br />VTCR SPACING (1) AT EACH END <br />Il�h <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND W-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAL. <br />WHERE X43RACING IS PRESENT AT <br />BRACE W/ (3) 12d 0 EA. <br />4'-0' O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5TRUSSES) <br />V-0- TO W-0- (1)'X' BRACE <br />1.111111 <br />�110 <br />30'-V TO 60'-0 (3)'X• BRACE <br />BRACE 0 CENTER <br />PRE-ENG GABLE TRUSS <br />h1111 <br />(1)'X' <br />•X' <br />(2) BRACE DIVIDED EQUALLY <br />STIFF13ACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-,0• HIGH <br />\ <br />n <br />(AS PER TRUSS ENG) <br />of <br />PLYWOOD SHEATHING, SEE <br />I �I <br />'ROOF/WALUFLOOR <br />IL <br />SHEATHING <br />FASTENER SCHEDULE' <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2,2x 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 0 24. O/C, <br />1x2 SECURED W/,0d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 20 RAT RUN <br />12O!C <br />AND APPROVAL SECURED W/ (2) 12d's 0 <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 />1 <br />W/ HIP RETURN BQALE:34=,'_0 <br />SA41 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA Y: 0003325 <br />It <br />2 <br />Ip6y <br />T <br />`gpj <br />t <br />� <br />11 <br />r� <br />zp <br />Z <br />aubmv. as LOT <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />04181.000-21081 <br />MODs:. <br />4EWB <br />"1499—FREEPORT" <br />GAieAGZ awixa: <br />RIGHT <br />PAGE: <br />DETAILS - <br />160 MPH EXP. C <br />