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2x4 STRONGBACK SECURED TO - <br />EACH TRUSS W/ (3)16d 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) 3/16" ° x 4 TAPCONS <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ IOd @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 1Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />20 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE-STOP- <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; NI <br />STAGGEREDOFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />DBL2X8LEDGER <br />TO CMU W/ 1/2" EXP. BUT NI <br />AT 16" O.C. AND 8" FROM IM <br />END W/ MIN 5-1/2' EMBED. �JI <br />FLOG DE/4" <br />NAILING PATTERN <br />24" M —PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS- <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'4Y" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2X8 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 />USP LFTA6 W/ (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 />FLOOR TRUSS OR <br />GIRDER TRUSS <br />USP LFTA6 W/ <br />(16) 8d COMMON NAII S <br />EACH END <br />FL#17244 <br />vvPLATE STRAPS W/ IOd x 1 <br />12" HDG NAILS FL#17239 <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 2.6 <br />BELOW <br />S" CMU WALL— <br />REINF PER PLAN <br />1X2 <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2x STUDS PER PLANS <br />FLOOR DECK <br />2x4 BLOCKING @ EA. BRACE. NOTE: <br />TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING <br />NAILS @ EA. END MUST NOT BREAK WITHIN <br />2x4 BRACE @ 48" O.C. w/ (5)12d 1'-4" MIN. FROM 2ND. FLR. <br />NAILS @ EA END LINE <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />INTO BLOCKING <br />1 � 16d NAILS @ 8" O.C. MAX <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM REG. BOND BEAM REG. <br />USP HTA76 @ 37 O.C. < <br />MAX. (VERIFY W/TRUSS SECTION DETAIL <br />PLAN)FL#176W AT PARALLEL / PERPENDICULAR <br />PRE-ENG FLOOR TRUSSES <br />6 <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. 2x4 SECURED W/(2)1Gd's@ EACH <br />TRUSS TO BE INSTALLED @ 10'-0- O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS 9 CMU WALL <br />8 SCALE: 3/4"=1'-0" <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A - USP MTW-12 U < N 95 LBS <br />W/ (14) 1 Od GALV. COMMON <br />NAILS. <br />B - (2)USP MTW-12 U <2390 <br />LEIS W/ (14)1 Od GALV. <br />COMMON NAILS EA. <br />USP SPTH4 OR SPTH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />1. X 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />MI <br />#8 WOOD SCREWS _ <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4'. AS SHOWN <br />USP A3 EA. <br />TRUSS <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />LEDGER FRAMING PLAN) <br />JAJ SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />STUDS PER PLANS <br />2x4 CONT. W/ (8) 16d NAILS <br />@ TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS ST. <br />PLATE OF 2NO FLR) <br />FLOOR DECK <br />2x6 CONT. W/ (8) 16d NAILS <br />@ BT. OF FLOOR TRUSS <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />USP HTA16 @ EVERY <br />TRUSS (VERIFY W/ <br />TRUSS PLAN) <br />FL#17680 <br />PRE-ENG ROOF TRUSS <br />518" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />112" GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ 1S" <br />OC MAX. <br />9a gb TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-0" <br />98 WOOD SCREWS x 7' <br />LONG @ 3" O.C.; <br />STAGGERED <br />Hi <br />ASSHOWN <br />Bj <br />DBL 2X8 LEDGER <br />ljlllllll <br />TO CMU W/ 1/2" EXP. BOLT <br />W CMU WALL <br />AT 1 W O.C. AND S" FROM <br />81 <br />REINF PER PLAN <br />END W/ MIN 5-1/2"EMBED. <br />FLOOR DECK <br />Ai <br />PER ELEVATION <br />3 <br />w <br />z <br />NAILING PATTERN <br />�i <br />O= <br />QSQUU <br />PER ELEVATION <br />m=� <br />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 />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: <br />NOT USED <br />ROOFTRUSS <br />4x4/4x6 SYP NO.2 <br />WOOD POSTTO <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• o� <br />:0 <br />TRUSS/WOOD POST CONNECTIONS <br />sx1� <br />0c SCALE: 3/4"=1'-0" <br />TRUSS TO POST CONNECTION <br />A - USP MTW-12 U < 1195 LBS W/ (14)1 Od GALV. COMMON NAILS. FL#17244 <br />S - USP HTW-20 U < 2045 LBS W/ (20) l0d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3715 LEIS MUGT TO TRUSS W/(4) 10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD <br />SCREWS TO POST FL#17240/FL#172419 <br />POST TO SLAB CONNECTION <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/518 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 6/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />& (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.a bdesigngrou p.can <br />AA #: 0003326 <br />V <br />s <br />0 <br />c� <br />O <br />! (A <br />;—tzwu <br />SUBDIV de LOT: <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT <br />04128.001-04121 <br />MODElz <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SNFMG,. <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />a <br />DA E: 08/16/18 <br />SCALE: 1/4"=1'-0" <br />SFIEET <br />S3.1B <br />