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FLOOR DECK <br />2x8 PT TERMINATION7 <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" °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 />USP LFTA6 W/ <br />(18) Bd COMMON NAILS 2x STUDS <br />USP LFTA6 W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL#172" <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />USP 3PTH4/SPTH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2" HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />�� TRUSS PARALLEL TO WALL <br />SCALE: 3/4".1'-0" <br />DEL PT 2x6 BLICNG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C.1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x8 <br />BELOW <br />8" CMU WALL <br />REINIF PER PLAN <br />PER ELEVATIONILL <br />y <br />�Q{ 'w <br />PERELEVATION& mS <br />lX2 FIRE -STOP <br />-�--- <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />Z3/4" AS SHOWN <br />USP A3 EA. <br />TRUSS /4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />08L 2X_LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />��ON EXTERIOR WALL <br />SCALE: 3/4".l'-V' <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED N( <br />AS SHOWN <br />DBL 2X8LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND 8" FROM N) <br />REINF PER PLAN END W/ MIN 5.117 EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />N NAILING PATTERN <br />2 Q$ WIw <br />PER ELEVATION m� <br />24" MA PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />iX2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4".l'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) t6d NAILS <br />INTO LEDGER AND 1Od @ 3" O.C. <br />#8 WOOD SCREWS <br />NORUJEURAL <br />P OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 7' LONG @ 3" O.C.; RI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/(4)16d <br />SHEATHING <br />@OP SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; I'p1 _ <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN }(' <br />2x4 BRACE @ 48" O.C. w/ (5) 12d <br />1'-4" MIN. FROM 2ND. FLR <br />FLOOR DECK <br />'x <br />NAILS @ EA. END <br />LINE <br />2x8 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W! 1/2" EXP. BOLT N� <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />(SBT. OF FLOOR TRUSS <br />(BT. 2X8 IS FOR WALL <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />END W/MIN 5-1l2" EMBED. <br />INTO BLOCKING <br />18d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC III �14„ <br />PER ELEVATION PER ELEVATION <br />O ; <br />NAILING PATTERN <br />x <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24 M <br />—PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS Z L <br />@17 O.C. <br />FLOORTRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16@ EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />TRUSS (VERIFY W/ <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTAIB@37MAX. <br />TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />FL#17680 <br />TO EXTERIOR WALL <br />PLAN)FLk17880 <br />AT PARALLEL / PERPENDICULAR <br />r <br />`4 <br />SCALE:3/4"=1'-0" <br />RE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />SCALE: 3/4'Lt'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE•ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLBLOCKINGG <br />TRUSS (TVP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER EL V TION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 112" DIA. ANCHOR BOLT W/ 2" <br />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />W/ (14) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37OC MAX. <br />B - (2)USP MTW-12 U <2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (14) tOd GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />20 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />7- <br />0-PROVIDE BLOCKING <br />USP SPTH4 OR SPTH6 BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W! <br />10d x 1 112" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2" x9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-0" O,C. MAX. <br />EPDXY 5-1/2' EMBED. MIN. @ 18" <br />1 Oa 10b 10C <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />. <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4".1'-0" <br />A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 <br />R <br />8 - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGTIPH04A U < 3715 LBS 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 PH04A AND (10) WS3 WOOD <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a S'-��TRUSS <br />SCALE: 3/4".V-0" <br />POST TO SLAB CONNECTION <br />A&B - USP PAU44 POST BASE <U:2,266 G:6,775 W! 5/8 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:4,466 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />& (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />L441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407.7744078 <br />www.abdesigngroup.corn <br />AA 8: 0003325 <br />y <br />a <br />O <br />a <br />UDDIV. de LOT% <br />SILVERADO <br />LOT #1 <br />BLK. #11 <br />PROJECT* <br />04128.001-01111 <br />MODEL- <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />DF-pA Z:: 8/16/iB <br />SCALE: 1/4"=1'-0" <br />aHEET <br />S3.IB <br />