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FLOOR DECK <br />2x8 PT TERMINATION <br />2x4 STRONGBACK SECURED TO O WALL <br />BLOCKING SECURED TOWALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" "x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />p--q <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 />BRACING <br />(DaggR <br />DEL PT 24 BLKNG BETWEEN <br />TRUSSES W/ 10d (9 3' O.C. 1ST PLY <br />INTO LEDGER AND 1Dd @ 3' O.C. #8 WOOD SCREWS <br />STAGGERED UPPER PLY INTO 2x8 x 2" LONG ® 3" O.C.; <br />BELOW STAGGERED OFF <br />CENTERLINE OFF—... <br />- <br />3/4" AS SHOVm <br />tr <br />DBL 2X8 LEDGER <br />e" CMU WALL TO CMU W/ 1/2"EXP. BOLT <br />NI <br />REINF PERPLAN AT 16"O.C. ANDB"FROM <br />END W/ MIN SAZ EMBED. <br />PER ELEVAT FLOOR DE <br />14" <br />LL Y <br />AIALMIO PATTERN <br />I -ij'I 24"M `PRE-ENGINEEREDWOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER Wq Liz I FRAMING PLAN) <br />MASONRY NAILS <br />a17'o.c. REPAIR DETAIL IF <br />iX2 FIRE -STOP LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />USP LFTA8 Wtl (16) 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 LF— W/ <br />(161 Bd COM— unu c <br />EACH END <br />FL#17244 <br />FLOOR TRUSS OR V V PLATE STRAPS V# 10d x 1 <br />GIRDER TRUSS 1/2" HDG NAILS FL#17238 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />SECURE 20 PT. PLATE TO BLK — <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY W 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 BEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d Q W O.C. 1ST PLY <br />INTO LEDGER AND 10d Q 3' O.C. <br />STAGGERED UPPER PLY INTO 26 <br />BELOW <br />8" CMU WALL — <br />REINF PER PLAN <br />NI <br />#8 WOOD SCREWS IM - <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />314'. AS SHOWN <br />USP A3 EA <br />TRUSS -h3F-f 4„ <br />NAMIQ PAT7ER11 <br />—PRE-ENGINEERED WOOD <br />IX2 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 />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)10d's ® EACH <br />TRUSS TO BE INSTALLED G 104" O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=V-0" <br />#8 WOOD SCREWS x 7' <br />LONG @ 3' O.C.; <br />STAGGERED <br />NI <br />AS SHOWN <br />Ilj <br />DEL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />IHyN11 <br />AT 18" O.C. AND S' FROM <br />NI <br />8" CMU WALL <br />END W/ MIN 5-12" EMBED. <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEAT <br />LL r <br />/4„ <br />NNLNfiPAT1BRN <br />I {.: PRE-ENGINEERED WOOD <br />24" M <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />MASONRY NAILS <br />017 O.C. <br />iX2 FIRESTOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 000332. <br />Y <br />qay <br />O <br />i <br />tj <br />summm a. On <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />PROAMT# <br />04 2 . 2-17071 <br />MODRU <br />4EHB <br />"2605-HAYDEN" <br />0ARAOR 9WU903 <br />RIGHT <br />PALM <br />DETAILS <br />50 MPH EXP. <br />Wiz" <br />� ' 03/11/19 <br />SCAM 1/4"=1'-0" <br />NIEC T <br />S3.1B <br />