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USP LFTAS W/ <br />(16) 8d COMMON NAILS 2, STUDS <br />j/q <br />USP LFTA6 W/ (16) 8d EACH END <br />DBL PT 2x6 BLKNG BETWEEN <br />COMMON NAILS, EACH FL#17244 <br />TRUSSES W/ 10d @ 3' O.C. 1ST PLY <br />END EVERY STUD OR ON <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS x 2" <br />FLOOR DECK <br />EACH END OF "BUNDLE' <br />STAGGERED UPPER PLY INTO W <br />NI <br />LONG @ 3" O.C.; <br />OF STUDS <br />BELOW <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED NI <br />AS SHOWN IM _ <br />PLYWOOD FLOOR <br />STAGGERED OFF <br />DBL 2X8 LEDGER jILINII <br />SHEATHING <br />CENTERLINE OFF 2x6; NI <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL <br />3/4" AS SHOWN <br />8" CMU WALL <br />AT i6" O.C. AND 8' FROM NI <br />REINF PER PLAN <br />REINF PER PLAN <br />END W/ MIN 5-10 EMBED. <br />USP A3 EA <br />FLOOR DECK <br />— <br />P VATION <br />': <br />TRUSS /4" <br />r �j <br />PER ELEVATION <br />/4�� <br />p s <br />�Sn <br />NAILING PATTERN <br />0 i Z� <br />NAILING PATIBiN <br />g3ih <br />0 <br />iIUU <br />"I <br />2x6 PT TERMINATION <br />PER ELEVATION �� <br />PER ELEVATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECUREDTO WALL <br />24" M PRE-ENGINEERED WOOD <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/18" ° x 4 TAPCONS <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILS PROVIDE 2-TRUSS LAP <br />1X2 FIRE -STOP <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />SPLICE LOCATED EITHER TOP OR <br />D8L 2X LEDGER FRAMING PLAN) <br />MASONRY NAILS <br />BOTTOM OF FLOOR TRUSS, <br />USP SPTH4/SPTH6 BTM. <br />— <br />SEE SCHEDULE <br />@ 1T O.C. <br />TYPICALLY 10'-0" BUT REFER TO <br />FLOOR TRUSS OR PLATE STRAPS V.N 10d x i <br />1 X2 FIRE -STOP <br />TRUSS ENGINEERING <br />GIRDER TRUSS 1/2" HOG NAILS FL#17238 <br />SECTION DETAIL <br />SECTION DETAIL <br />2x4 STRONGBACK, <br />WALL / FLOOR FRAMING, <br />AT TRUSSES BEARING <br />AT TRUSSES PARALLEL <br />�.,� TRUSS PARALLEL TO WALL <br />ON EXTERIOR WALL <br />TO EXTERIOR WALL <br />FLOOR BRACING <br />3 <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />SCALE: 3l4"=1'-0' <br />SCALE: <br />DBL PT 2x6 BLKNG 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 />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; NI <br />STAGGEREDOFF <br />CENTERLINE OFF 26; = <br />3/4" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />AT 16" O.C. AND 8' FROM <br />END W/ MIN 5_11T EMBED. <br />FLOO �/4" <br />NAILING PATTERN <br />11' 24" M —PRE-ENGINEEREDWOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />REPAIR DETAIL IF <br />,X2 FIRE -STOP LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ 112" 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/ 12d's 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 />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2.4 SECURED W/ (2)10ds Q EACH <br />TRUSS TO BE INSTALLED 0 10'-0" QC. MAX <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-(Y' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />w abdesigngmup.wm <br />AA #: 0003325 <br />h <br />oV <br />U <br />0 <br />C <br />Fs <br />C <br />BvaD:v Oc LOT: <br />SILVERA 10 <br />LOT #8 <br />BLK- #11 <br />PROM=T/ <br />04128.002-08111 <br />moDEL• <br />4EHB <br />"2605- HAYDEN" <br />GAMAGE avaxG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DwLv) /18 <br />8CAL&I 1/4"=1'-0" <br />811EET <br />S3.1B <br />