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FLOOR DECK <br />2x6 PT TERMINATIONH <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 />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 21 STUDS• <br />SIMPSON H6 W/ (8) Sd EACH END <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 SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x i <br />FLOOR TRUSS OR 1Y2"TE S NAILS GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: <br />DBL RU PT Z(WI K G 0.0 BETWEEN <br />0 „ ST PLY <br />INTO STAGGERED AND 10dPPER LY01T' O,C. <br />BELOW <br />6' CMU WALL <br />REINF PER PLAN <br />P EVATION <br />LL <br />tl <br />U= <br />P VATI <br />1X2 FIRE -STOP <br />1/4" <br />M; <br />#8 WGGD SCREWS <br />x 2" LONG 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA TRUSS <br />-�IAI Fes-' •" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />BL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />2x STUDS PER PLANS 2X STUDS PER PLANS <br />DBL PT 2c6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECKTOP <br />2x4 CONT. W/(4) 16d NAILS <br />INTO LEDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS <br />NO <br />OF FUR TRUSS <br />(TTOP <br />STAGGERED UPPER PLY INTO 2x6 <br />x Z' LONG 0 3" O.C.; <br />OI <br />2" BLOCKING 0 EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS 0 EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />3/4" AS SHOWN <br />2x4 BRACE 0 46' O.C. w/ (5)12d <br />T-4" MIN. FROM 2NO. FUR. <br />FLOOR DECK <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT MI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 6' FROM <br />INTO BLOCKING <br />T. 2X6 IS FOR WALL <br />SHEATHINGN <br />SBHEATHING NAILER) <br />END W/ MIN 5-1/2' EMSED. <br />16d NAILS 0 6' G.C. MAX <br />1X2 FIRE-ST <br />PER ELEVATION <br />FLOOR DEC /4„ <br />PER ELEVATION PER ELEVATION <br />4. <br />o( .y <br />^ 0 <br />NAILING PATTERN <br />NUN� <br />QaxW <br />PER ELEVATION m <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24" M <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRY NAILS <br />,z' O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 0EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3r O.C.o.c. MAx. <br />,MAX <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />6CALE:34"=1'-0 <br />PRE-ENG FLOOR TRUSSES <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE -ENO <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />QM11 <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />0 24" O.C. <br />MAX <br />a <br />PER ELEVAT ON J%l <br />I <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRIIBg TO TOP PLATE <br />5N' GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 6' O.C. MAX <br />GALV, NAILS EA STRAP <br />2x4 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 />• O• <br />PROVIDE BLOCKING <br />SIMPSON SP114 OR SPHB BTM <br />1/2' GYP. WL. BD. <br />0• <br />AND TOP PLATE ANCHORS W/ <br />10d x 111, COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />10dxT' <br />1/2'k9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010-0" O.C. <br />MAX. <br />EPDXY 5-12' EMBED. MIN. 0 16" <br />10a 10b loci <br />OC MAX. <br />SCALE: 3/4"=V-9' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS .roPOST OO,,,IEOT,a, <br />SCALE: 3/4"=1'-(Y' <br />a• <br />A- 51MPSON MTS121 <gg0 LBS W/ (14)10d GALV. NAILS. <br />• E <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1h0a'6DS, (1) 5/6- AT.R. TO HDU4 AND (10) 1/4" X 21/2" SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />PM,nSL401 CONNECTION <br />A3B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ SM DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE 411:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ S/S" AB. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 28 16d x 2-1/2" NAILS TO POST, <br />ARCNITItTI <br />GrDceusi In <br />41 N. RONALD REAGAN BL\ <br />LONOWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdaslgngroup.com <br />AA #: 0003325 <br />BVHDIV. AC IAT: <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PROJECT <br />03719.00*0-11141 <br />MODICU <br />"2558-HAWTHORNE" <br />GARAGE >SWMG: <br />RIGHT <br />PAGE; <br />DETAILS <br />150,APH W. B <br />a <br />NO <br />DATE: 1 21 <br />acA,LM: 1/4"=f-0" <br />w*=mT <br />%s3.1B <br />