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FLOOR DECK <br />2x6 PT TERMINATION —W <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3116"' 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: 314"=1'-U' <br />DBL. PT 2.6 SLK'NG BETWEEN <br />TRUSSES W1 10d ® T O.C. 1ST PLY <br />INTO LEDGER AND lod @ 3" O.C. <br />STAGGERED UPPER PLY INTO 24 <br />BELOW <br />8" CMU WALL — <br />REINF PER PLAN <br />#8 WOOD SCREWS <br />x 2" LONG ® 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />314" 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 5-12' EMBED. <br />FLOOR DECM �/4„ <br />NAILING PATTFdt14 <br />2x4 P.T. CEILING 1 24" MAX `PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />NAILER WY <br />MASONRY NAILS FRAMING PLAN) <br />@1TO.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"=1'41 <br />USP LFTAB W/(16)Sd <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 Nm A <br />EACH END <br />FL#17244 <br />FLOOR TRUSS OR —, PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2" HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <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 218 P.T. <br />PLATE W/ 12d'S 8" O.C. MAX <br />PRE-ENG GABLE TRUSS — <br />2x4BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d Q 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d Q 3" O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW —� <br />8" CMU WALL — <br />REINF PER PLAN <br />O <br />O <br />#8 WOOD SCREWS <br />NI <br />�M <br />x 2" LONG Q 3" O.C.; <br />STAGGERED OFF <br />,Iy11111 <br />CENTERLINE OFF 24; <br />NI <br />3/4. AS SHOWN <br />USP A3 EA <br />TRUSS <br />/4" <br />NALNO PATTERN <br />`—PRE-ENGINEERED WOOD <br />1X2 FIRESTOP AFLOOR TRUSSES (SEE <br />DEL. 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3�4"=1'-0" <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. 2.4 SECURED W/(2) 10CFS 0 EACH <br />TRUSS TO BE INSTALLED Q 101-T O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=1'-0• <br />08 WOOD SCREWS x z' <br />LONG Q 3" C <br />STAGGERED <br />MI <br />AS SHOWN <br />1� <br />DEL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />I$NNI' <br />AT 18" O.C. AND W FROM <br />NI <br />B" CMU WALL <br />END W/MIN 5.117' EMBED. <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEVATION <br />/4" <br />Or <br />N ��_ <br />lIAILMO <br />PATIENN <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER <br />WJ FRAMING PLAN) <br />MASONRY NAILS <br />a 1z' O.C. <br />1X2 FIRESTOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=17 <br />' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />L• <br />R <br />C <br />a` <br />If <br />e <br />I <br />lei <br />F <br />R <br />atnmly as Lo9S <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />]pRonwTjp <br />4 0 - 407 <br />moDmu <br />4EHB <br />"2605- HAYDEN" <br />0AV.A0s 81FIN k <br />RIGHT <br />AAO& <br />DETAILS <br />%150 MPH EXP. B <br />1 <br />4N <br />DA3/11/19 <br />wcALm 1/4'=1'-0" <br />821z mT <br />S3.1B <br />