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2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 Nat SYP DIAG. WHERE X-BRACING 15 PRESENT AT <br />BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />'-0" TO 30'40' (1) "X'BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE pRE-ENG GABLE TRUSS <br />1)"X"BRACE0 CENTER <br />2) "X"BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10"HIGH <br />(AS PER TRUSS ENG) <br />0 <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x WOOD FASCIAf/ENGINEERED <br />ZZ'lx2, NNECTION PER <br />SEEARCHITECTURALSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />4" O/C, <br />ix2SECURED W/ 10d <br />DRAWINGALV. <br />COMMON NAILS <br />CONT. 2x4 RAT RUN <br />AL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN scALE:3/a"=1'o" <br />VTCR SPACING (1) AT EA <br />AND 6'-0" O. <br />PRE-ENGINEERED <br />2 VALLEY TRUSS CONNECTION <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4-4' O.C. (AT O <br />SHEATHING SEAMS)(BLOCKING PRESS(TY WOOD <br />NOT SHOWN FOR CLARITY) TRUSS TYP) 24" O.C. <br />MAX <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" OIA. ANCHOR BOLT W/2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN, <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 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 @ EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />V SCALE: 3/4"=1'-0' <br />10 <br />1 N. RONALD REAGAN 01 <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA C 0003325 <br />4 <br />'F <br />tc <br />t <br />O <br />9usmv. d4 LoTil <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-01121 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 <br />1'nnm DATE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />