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2.4 STRONGBACK SECURED TO <br />EACH TRUSS W/ (3) led COMMON <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 />FLOOR DECK <br />2x6 PT TERMINATION <br />BLOCKING SECURED TO WALL <br />W/ (6) 3/10" ° x 4 TAPCONS <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3/4"=1'-0" <br />DBL PT 2x6 BILKING BETWEEN <br />TRUSSES W/ 10d Q 3' O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO M <br />BELOW <br />8" CMU WALL — <br />REINF PER PLAN <br />r. <br />#8 WOOD SCREWS <br />x2"LONGQ3"0.C.; NI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT N� <br />AT 16" O.C. AND 8' FROM <br />END W/ MIN 5-1F2" EMBED. 91 <br />FLOG �14„ <br />NAILING PATTlRN <br />24"M `PRE-ENGINEEREDWOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />®12'O.C. REPAIR DETAIL IF <br />1X2 FIRE -STOP LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-a' <br />USP LFTAB W/ (18) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP LFTAS W/ <br />(16) 8d COMMON NAH A <br />EACH END <br />FL#17244 <br />FLOOR TRUSS OR J PLATE STRAPS W710d x 1 <br />GIRDER TRUSS 112" HOG NAILS FL#17230 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=,'•a' <br />SECURE 2x6 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 8" O.C. MAX <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 411" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />DBL PT 2x6 BILKING BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d ® 3" O.C. <br />STAGGERED UPPER PLY INTO 216 <br />BELOW — I <br />6" CMU WALL — <br />REINF PER PLAN <br />#8 WOOD SCREWS <br />MI <br />_ <br />x 2" LONG ® 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 26: <br />N� <br />314" AS SHOWN <br />USP A3 EA <br />AV— <br />TRUSS� <br />14" <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 />ON EXTERIOR WALL <br />3 <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)10dh Q EACH <br />TRUSS TO BE INSTALLED 0 1a-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ SCALE: 3/4"=1'-a' <br />#8 WOOD SCREWS x 2' <br />LONG ® 3' O C.; <br />STAGGERED <br />4H <br />AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />AT 18" O.C. AND 8' FROM <br />N� <br />8" CMU WALL <br />END W/ MIN 5-1/I EMBED. <br />REINF PER PLAN <br />FLOOR DECK <br />u. �: r <br />/4" <br />wriNNL810PATTEWi <br />I I `—PRE-ENGINEEREDWOOD <br />24" M <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />MASONRY NAILS <br />® ITO.C. <br />1X2 FIRE-STOPSECTION <br />DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=V-11' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeo%pWoup.com <br />AA 8: 0003328 <br />elpill <br />o <br />9_LL <br />aysaiv. a L m <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />Pao"MT* <br />04128. -61061 <br />monm. <br />4EHB <br />"2605- HAYDEN" <br />OAMAR3a a1FD4M <br />LEFT <br />PAOI <br />DETAILS <br />150 MPH EXP. B <br />I <br />ROUQV A ABoUM%CRA <br />L AR NO 98723 A <br />DA 3/11/19 <br />acAi 1/4"=1'-0" <br />a!i>QmT <br />S3.1B <br />