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FLOOR DECK <br />2x6 PT TERMINATION � <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: 3/4"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1 Od @ 3" O.C. 1 ST PLY <br />INTO LEDGER AND 1Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />#8 WOOD SCREWS <br />x 2' LONG @ 3" O.C.; <br />N� <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />- <br />3/4" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />NI <br />AT 16' O.C. AND 8" FROM <br />�N <br />END W/ MIN 5-1/2" EMBED. <br />FLOOR DEC 14" <br />NAILING PATTERN <br />I -'I 24"M —PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />MASONRY NAILS <br />@12"o.C. <br />REPAIR DETAIL IF <br />,X2FIRE-STOP <br />LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 <br />SCALE: 3/4"=1'-0" <br />SIMPSON H6 W/ (8) 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 />SIMPSON H6 WI <br />11 <br />EACH END <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 112" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=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 6" 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 />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 />3 <br />O <br />11 <br />NI <br />#8 WOOD SCREWS 'M <br />x2"LONG @3"O.C.; I�µl <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />314" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />NAILING PATTERN <br />2x4 P.T. CEILING <br />—PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />@ 12" O.C. <br />/R <br />gL 2X10 LEDGER <br />1X2 FIRE -STOP <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) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />—CONT. 20 SECURED WI (2) lOCs @ EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O SCALE: 3/4"=V-O" <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.G.; <br />STAGGERED <br />NI <br />AS SHOWN <br />Ilj <br />DBL2X8 LEDGER <br />TO CMU W/ 1EXP, BOLT <br />8" CMU WALL <br />AT 18' O.C. AND 8" FROM <br />NI <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED, <br />FLOOR DECK <br />PER ELEVATION <br />LL <br />__Aw__ <br />y �-,~z,_ <br />NAILING PATTERN <br />I 1 `PRE-ENGINEERED WOOD <br />-11H24 <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327B0 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.a bdesigngroup.00m <br />AA #: 0003325 <br />C <br />d <br />� <br />9 <br />s� <br />d <br />�7 <br />Cf <br />NMI. <br />i <br />Ej <br />ounDiv. ae LAT <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECT# <br />04128.002-46181 <br />MODEL& <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 91111117MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />150 MPH EXP. B <br />Dw 07/27/20 <br />SHEET <br />S3.1B <br />