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FLOOR DECK <br />Ci4 <br />2x4STRONGBACK SECURED TO 2x8 PT TERMINATION OWBLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (8) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3/4"=1'-0' <br />DBL PT 2x8 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3' O.C. #8 WOOD SCREWS <br />STAGGERED UPPER PLY INTO 218 x 2" LONG Q 3" O.C.; M� <br />BELOW STAGGERED OFF <br />CENTERLINE OFF 2xQ <br />314" AS SHOWN <br />DBL 2X8 LEDGER <br />70 CMU W/ EXP. BOLT NI <br />8" CMU WALL AT <br />18" O.C. AND 8" FROM <br />REINF PER PLAN <br />PER ELEVATION <br />L <br />END W/ MIN 5-i(Y EMBED. <br />FLOOR DEC /4" <br />LL <br />�P <br />Y <br />NWING PATnm <br />AT <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILINFLOOR <br />TRUSSES (SEE <br />TLEDG <br />NAILERW/FRAMINGPLAN) <br />MASONRY NAIL@12"OCIR <br />DETAIL IF <br />,X2 FIRESTOPER <br />INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 <br />SCALE: 3(4"=i'-0" <br />USP LFTA6 VW (16) ed <br />CCMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP LFTAB W/ <br />(16) 8d COMMON NAILS <br />EACH END <br />FL#17244 <br />FLOOR TRUSS OR V V PLATE STRAPS YV/ 10tl x 1 <br />GIRDER TRUSS i/2" HDG NAILS FL#17238 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: a 11-0' <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 44T' O.C. (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2x8 PT. PLATE TO BLK <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 2x8 P.T. <br />PLATE W/ 12d's W O.C. MAX <br />1/4 <br />DSL PT 2x8 BLK'NG BETWEEN <br />TRUSSES W/ 10d (9 3' O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS x 2" <br />STAGGERED UPPER PLY INTO 2x8 <br />LONG Q 3' O.C.; <br />BELOW <br />#8 WOOD SCREWS <br />STAGGERED <br />III <br />x 2" LONG ® 3" O.C.; <br />AS SHOWN <br />STAGGERED OFF <br />OIL 2X8 LEDGER <br />CENTERLINE OFF M; N� <br />TO CMU W/ 1/2" EXP. BOLT <br />'yp11�1 <br />8" CMU WALL <br />3/4" AS SHOWN <br />8' CMU WALL <br />AT 18" O.C. AND 8" FROM <br />REINF PER PLAN <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />USP A3 EA <br />'. FLOOR DECK <br />ELEVATIONPER <br />TRUSS /4• <br />PER ELEVATION <br />Y <br />I� <br />IMF /4„ <br />s <br />NALNO PATTERN <br />O <br />h <br />NNL" <br />PATH <br />5 <br />Ez <br />0: <br />ATI <br />f!ER ELEVATION <br />az <br />24" M PRE-ENGINEERED WOODFLOOR <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />TRUSSES (SEE <br />1X2 FIRE -STOP <br />FLOOR TRUSSES (SEE <br />NAILERWtl <br />FRAMING PLAN) <br />DBL 2k LEDGER FRAMING PLAN) <br />MASONRY NAILS <br />a 12" O.C. <br />SEE SCHEDULE <br />SECTION DETAIL <br />1X2FIRESTOP <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />AT TRUSSES PARALLEL <br />ON EXTERIOR WALL <br />TO EXTERIOR WALL <br />3 <br />4 <br />SCALE: 3/4"=1'-P <br />SCALE: <br />PRE-ENG'D WOOD <br />TRUSS (TYP) 0 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSSPLAN <br />CONC. POURED <br />LINTEL COURSE <br />—CONT. 2x4 SECURED W/ (2)10d's 01 EACH <br />TRUSS TO BE INSTALLED 0 10-0' O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />DGABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesWigroup.com <br />AA #: 0003325 <br />O <br />Cal <br />w <br />fl <br />Ra <br />i <br />1susaiv ae LOT: <br />SILVERADO <br />LOT #55 <br />BLK" #6 <br />P1�J�C7TL/ <br />4 8.002-55 61 <br />MODZU <br />4EHB <br />"2605— HAYDEN" <br />GAJtAGZ SWnM: <br />RIGHT <br />PAC IL <br />DETAILS <br />150 MPH EXP. B <br />