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USP LFTAB WI 5�1/q�� <br />(16) 8d COMMON NAILS 2x STUDS 114 <br />USP LFTAB W/ (10) Sd EACH END DBL PT 2x8 SLK'NG BETWEEN <br />NI <br />COMMON NAILS, EACH FL#17244 <br />EACH END OF "BUNDLE' TRUSSES W/ 10d G 3' O.C. 18T PLY <br />END EVERY STUD OR ON INTO LEDGER AND 10d ® 3' O.C. #8 WOOD SCREWS x 2" <br />FLOOR DECK STAGGERED UPPER PLY INT02x6 LONG @ 3' O.C.; <br />OF STUDS BELOW STAGGERED NI <br />#8 WOOD SCREWS AS SHOWN <br />PLYWOOD FLOOR x 2" LONG 1D 3" O.C.; 'ypR1' <br />SHEATHING STAGGERED OFF TO 2X8CMU LEDGER <br />CENTERLINE OFF 2x8; TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL 3/4" AS SHOWN B" CMU WALL AT 1W O.C. AND W FROM M� <br />REINF PER PLAN REINF PER PLAN END R MIN 5-1/1" EMBED. <br />USP A3 EA FLOOR DECK <br />P TRUSS /4" T N <br />/4" <br />le <br />co'r NABJNO PATTERN m Y NAN.NG PATnm <br />2x6 PT TERMINATION —� <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4TAPCONS <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 BLKNG BETWEEN <br />TRUSSES W/ 10d ® 3' O.C. 1ST PLY <br />INTO LEDGER AND IOd 0 T' O.C. <br />STAGGERED UPPER PLY INTO Z6 <br />BELOW <br />8" CMU WALL — <br />REINF PER PLAN <br />O <br />0 <br />0: <br />1i <br />#8 WOOD SCREWS �K <br />x 2" LONG Q 3" O.C.; «� <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />3/4" A3 SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 112" EXP. BOLT «� <br />AT 16" O.C. AND 8" FROM <br />END W/ MIN 5-12" EMBED. <br />FL /4" <br />NAILING <br />PATTERN <br />"( 24"M —PRE-ENGINEEREDWOOD <br />214 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />C12"O.C. REPAIR DETAIL IF <br />1X2FIRESTOP LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5TO EXTERIOR WALL <br />FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 <br />GIRDER TRUSS 1/2" HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />SECURE 2.8 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 218 P.T. <br />PLATE W/ 12d'. 3' 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-ENGINEERED WOOD <br />iX2 FIRE -STOP FLOOR TRUSSES (SEE <br />BL 2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=1'-a' <br />TRUSS (TYP) Q 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />' CONT. 20 SECURED W/ (2)10dWs 0 EACH <br />TRUSS TO BE INSTALLED® 19-0' O C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O SCALE: 3/4"=1'-a' <br />I1 PRE-ENGINEEREDWOOD <br />24 M <br />20 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILER WY <br />FRAMING PLAN) <br />MASONRY WAILS <br />0 12' O.C. <br />1X2 FIRESTOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwW.abdeftigmupx m <br />AA N; 0003325 <br />anon. <br />reumm ae IM <br />SILVERADO <br />LOT #12 <br />BLK. #12 <br />P1W Jl7CT� <br />04 2 .00 - <br />mols <br />4EHB <br />"2605- HAYDEN" <br />aARwas EVfD a: <br />RIGHT <br />1PAaM <br />DETAILS <br />150 MPH EXP. B <br />ROtW A. ABOUCHACRA <br />No a+729 J <br />DATA il/15/18 <br />11CALM 1/4"=1'-0" <br />simm" <br />S3.1B <br />