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NIIIII� <br />VTCR SPACING (1) AT EACH END <br />11i51i1 <br />lliyllll <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 SEAS <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1)'W' BRACE <br />I�j�jllll <br />30'-1" TO 60'-0 (3) W' BRACE <br />PRE-ENG GABLE TRUSS <br />�� <br />Illu"i <br />(1) "X" BRACE 0 CENTER <br />lilll 1 <br />(2) -A" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />hl-I <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />lx2,2, 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 />lx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12"O,C <br />ANDAPPROVAL SECURED W/(2)12d'sC <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 />SCALE: N.T.S. <br />W/ HIP RETURN SCALE: 3/4"=T-0" <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 218 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)10d's Q EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=1'-0 <br />SU <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />33 <br />� <br />111�yyy <br />6 <br />� <br />1►p�L{� <br />y�p�{ <br />yQ�$8 <br />9VSDIV. At LOT. <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECT <br />04181.000-02131 <br />HODELa <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H EXP. Cli <br />N'll <br />Dpmm <br />A 09/21/21 <br />SCALE: 1/4"=1'-0" <br />9HEET <br />S3.1B <br />