Laserfiche WebLink
2X4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 Na.2 SYP DIAG. WHERE X-BRACING IS 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'-0" TO 30'-0" (1) "X" BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALLI2x <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFNALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />lx2, 2x WOOD FASCIAfENGINEEREDWOOD <br />NNECTION PER <br />SEE ARCHITECTURALSS <br />MFG. <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />4" O/C, <br />lx2 SECURED W/ 10d <br />DRAWINGS <br />GALVCOMMON NAILS <br />CONT. 2x4 RAT RUN <br />12" O/C <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 />� <br />W/ HIP RETURN SCALE:3/4"=1'-0" <br />VTCR SPACING (1) AT EA <br />AND 6-0" O <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION TRUSS CONNECTION <br />� SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0' O.C. (AT O <br />PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) 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/ 12" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 37OC 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 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />oa <br />� <br />��j66pppe <br />� <br />13 <br />��6�ppp <br />Ka <br />m <br />O <br />64 <br />3 <br />� <br />StmDIv. all LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT# <br />04181.000-08091 <br />MODMU <br />4EBB <br />"1828-CALI" <br />GARAGE 1911IIIIIi1VO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ND A <br />AR N <br />SCALE: 1/4"—f-0" <br />B*lEET <br />s3.1B <br />