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SIMPSON H6 W! <br />(8)8d COMMON NAILS 2x STUDS <br />y—J�- <br />SIMPSON H6 W/ (8) Sd EACH END <br />DBL PT 2X6 B G <br />EEST <br />COMMON NAILS, EACH <br />3ETWN <br />RUSSES 10d O PLY <br />END EVERY STUD OR ON <br />INTO LEDGER AND 10tl ®3" O.C. <br />#8 WOOD SCREWS z 2" <br />FLOOR DECK <br />EACH END OF "BUNDLE" <br />STAGGERED UPPER PLY INTO 2x6 <br />NI <br />LONG 3" O.C.; <br />OF STUDS <br />BELOW <br />#8 WOOD SCREWS <br />STAGGERED MI <br />PLYWOOD FLOOR <br />x 2" LONG ® O.C.; <br />ASSHOWN IN <br />DBL 2X8 <br />JIIIIII, <br />SHEATHING <br />STAGGERED OFF <br />0 <br />CENTERLINE OFF 2x6; <br />NI <br />LEDGER <br />TO CMU WI 1/2' EXP. BOLT <br />8" CMU WALL <br />3/4" AS SHOWN <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM NI <br />REINF PER PLAN <br />REINF PER PLAN <br />END W! MIN S1/2" EMBED. <br />= <br />SIMPSON A23 <br />FLOOR DECK <br />PER ELEVATION <br />EA. TRUSS <br />q" <br />PER ELEVATION <br />AIUPA <br />NNG PATTERN <br />N <br />NALLING.G PPA-TTERN <br />p <br />i <br />20 PT TERMINATION — <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (8)16d COMMON W/ (6) 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 2x6 BLK NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />O <br />C <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; NI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU WI 1/2" EXP. BOLT NI <br />AT 16" O.C. AND 8" FROM IM <br />END W/ MIN Si/2" EMBED. uI <br />FLO q„ <br />NA8.M1(i PATTERN <br />2x4 P.T. CEILING [v FLOORTRUSSES (SEE <br />NAILER WI FRAMING PLAN) <br />MASONRY NAILS <br />012"O.C. REPAIR DETAIL IF <br />1X2 FIRE -STOP LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5TO EXTERIOR WALL <br />FLOOR TRUSS OR J PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3l4"=1'-0" <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 8" MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12ds 8" O.C. MAX <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />2x4 P.T. CEILING <br />`PRE-ENGINEERED WOOD <br />NAILER WI <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />DBL 2X10 LEDGER FRAMING PLAN) <br />® 12" O.C. <br />1X2 FIRESTOP <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />3 <br />SCALE: 3/4"=1'-0" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) 0 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />�CONT. 2x4 SECURED W/ (2)10d's Q EACH <br />TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=V-0" <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER WI FRAMING PLAN) <br />MASONRY NAILS <br />® 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />D4TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeWgngroup.com <br />AA 8: 0003325 <br />Is <br />a <br />stMDIV. d LOT <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJECTIM <br />04128.002 19181 <br />MODZU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SrIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 fipH <br />