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FLOOR DECK <br />PT TERMINATION <br />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 />1 SCALE: 3 4"=1'-0 <br />USP LFTAS WI <br />(16) ad COMMON NAILS 2x STUDS <br />USP LFTA6 WI (16) Sd EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />S <br />VA <br />USP 6PTH4/6PTH6 BTM. <br />PLATE STRAPS WI 10d x 1 <br />FLOOR TRUSS OR 12"HDG NAILS FL#17239 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />., TRUSS PARALLEL TO WALL <br />SCALE: 3 4"=1' 0 <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3' O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />6' CMU JPLAN <br />REINF P <br />PER ELEVATION <br />: <br />PERELE <br />1X2 FIRE <br />1 <br />NI <br />#8 WOOD SCREWS <br />x 7' LONG a 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />USP A3 EA <br />TRUSS -�NF 411 <br />r NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3 4"=1' Y' <br />#8 WOOD SCREWS x 2" <br />LONG C 3" O.C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/7' EXP. BOLT <br />6' CMU WALL AT 16" O.C. AND 8" FROM NI <br />REINF PER PLAN END W/ MIN 5-1/2' EMBED. <br />FLOOR DECK <br />p R ELEVATION <br />O NAILING PATTERN <br />K2x6 <br />PER ELEVATION m2x4 PRE-ENGINEERED W000 <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />0 17' O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />,, TO EXTERIOR WALL <br />SCALE: 3/4"=P-0' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />® TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 7' LONG a 3" O.C.; <br />NI <br />214 BLOCKING ® EA BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS a FA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />3/4" AS SHOWN <br />Dc4 BRACE 48" O.C. wl (5) 12d <br />VA" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS EA, END <br />LINE <br />2x8 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT NI <br />8tl RING SHANK NAILS ® 4" O.C. MAX <br />BT. OF FLOOR TRUSS <br />6' CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />END W/MIN St/7' EMBED. <br />INTO BLOCKING <br />16d NAILS 08" O.C. MAX <br />2X6 IS FOR WALL <br />SHEATHING NAILER) <br />SHEATHING <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC 4„ <br />PER ELEVATION PER ELEVATION rL <br />LL <br />Z <br />o= <br />NAN.N4G PATTERN <br />UU <br />PER ELEVATION rLk ELZ <br />4PERELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24„ <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />®,7 D.D. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 ®EVERY <br />REPAIR DETAIL IF <br />BOND BEAM REO. BOND BEAM REQ. <br />TRUSS (VERIFYW/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA164N 32"^OTC. <br />SS PLAN) <br />TRUFL#17 <br />680 <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />5 <br />scALE:34"=1'0 <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />scALE: 3/a'=ra' <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE -ENO <br />AT FIRST TWO SAYS O.C. <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />0 24" O.C. <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />tPRE-ENG <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />Wl TRUSS PLAN <br />TRU86 TO TOP PLATE <br />/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2' DIA. ANCHOR BOLT W/ 7' <br />A - USP MT W-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 wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC 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)10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA <br />214 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE OBL TOP PLATE <br />To — <br />PROVIDE BLOCKING <br />• <br />USP SPTH4 OR SPTH6 BTM <br />12" GYP. WL. BD. <br />0' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 IZ COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />2x4 SECUREDOCs�FACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />ItZW' WEDGE ANCHOR Wl7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUS010'-0" O.C. <br />TRUSCONS TO BE INSTALLED <br />MAX. <br />EPDXY 5-1/7' EMBED. MIN. 016' <br />Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=l'-R' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS c@ CMU WALL <br />'' <br />o <br />Via• <br />TRU88TO POST CONNECTION <br />O <br />SCALE: 314"=1'-0' <br />e <br />A - USP MT W-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />• ! <br />B - USP HTW-20 U <2045 LEIS W/ (20) 10d VALV. COMMON NAILS. FL#17244 <br />C -USP MUGT/PHO4A 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"• AT.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS CONNECTION L.B,W. <br />SCREWS TO POCONNEST L#172419 <br />9a 9b <br />SCALE: 3/4"=1'-0" <br />CONNECTION <br />�i7°"G10I' <br />A8B -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,285 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN, 7" EMBEDMENT TO SLAB <br />8 (20)16d x 2-1/7' NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdoeigngroup.com <br />AA A: 0003326 <br />SURDIV. ae ]#11 <br />SILVERALOT #6 BL <br />Plt0a CT# <br />04128.001-06111 <br />MODULd <br />4EJB <br />"2807-ELLE" <br />GARAGE #WING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />