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FLOOR DECK <br />2x6 PT TERMINATIONIf <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 31i6" ° 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: 34"=1'-d'— <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Ed EACH ENO <br />COMMON NAILS, EACH <br />END EVERY STUD D ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />_ <br />SIMPSONSPH4/SPH6 BTM, <br />FLOOR TRUSS OR PLATE STRAPS Wf 10d x 1 <br />GIRDER TRUSS 1/2'HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE:34"=1'-0 <br />DRUSSES WI 10d G 3E" D.C.E 1ST PLY <br />INTO <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER AT <br />P R LEV TION mN. <br />1X2 FIRE -STOP <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NL <br />3/4 AS SHOWN <br />SIMPSON A23 <br />EA. TRU33 /4„ <br />-,jam <br />r NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DEL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE:34"=1'•0" <br />ONG @ SCREWS ;x 7' <br />� <br />STAGGERED NI <br />AS SHOWN '�j <br />LEDGER <br />TO CMU W/ 1!2" EXP. BOLT JIIIII', <br />TO CMU <br />8" CMU WALL AT W O.C. AND 8" FROM NI <br />REINF PER PLAN END W/ MIN Sit" EMBED. <br />FLOOR DECK <br />P NATION VB/4" <br />;LLD �-' Y NA6-MIG PATTERN <br />PER ELEVATION b�m <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE <br />NAILER WI FRAMING PLAN) <br />MASONRY NAILS <br />® 12O.C. <br />" <br />iX2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE:34"=i'-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. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. Wf (4)16d NAILS <br />INTO LEDGER AND 10d @ 3^ O.C. <br />#8 WOOD SCREWS <br />2z4 BLOCKING EABRACE. RACE. <br />NOTE" <br />@ TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; N) <br />TOENAIL INTO TRUSS . <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS T. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; fpy <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />3/11 AS SHOWN NI <br />2x4 BRACE @ 48" O.C. wl (5)12d <br />1'4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />11j <br />NAILS 0 EA, END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DEL 2X8 LEDGER <br />TO CMU Wl 1l'2" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />(SBT. Of FLOOR TRUSS <br />CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SH(ST2X6I5 FOR WALL <br />SHEATHING NAILER) <br />R <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED._jtL <br />16d NAILS @ 8" O.C. MAX <br />1 X2 FIRE -STOPPER <br />ELEVATION <br />FLOOR DEC „ <br />PER ELEVATION PER ELEVATION <br />z <br />PATTERN <br />n <br />3UQ�Q <br />K �W <br />zNAILING <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE -ENGINEER ED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />12 o.c. <br />FLOOR TRUSSES (SEE <br />SIMPSON HETA-16 <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ <br />EVERY TRUSS (VERIFY <br />IX2 FIRE-STOP <br />TOO LOW <br />SIMPSN HETAA6@7 <br />SIMPSONINSTALLED <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32" O.C. MAX. <br />(VERIFY WI 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 />7 <br />O <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />0 PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVA 10 <br />FOR STRAPPINGok <br />VERIFY <br />NG ROOF TRUSS <br />PRSIB" E <br />-EYP <br />SECURE 2x6 PT. PLATE TO ELK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />GSUM BOARD OR ill" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT Wf 2" <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4z6 SYP N0.2 <br />WASHER SET IN HIGH <br />U < 990 LEE WI (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 />8 - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2z8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8' O.C. MAX <br />GALV. NAILS EA. STRAP <br />2X4 OR 2z6 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 />PROVIDE BLOCKING <br />" 0" <br />SIMPSON SPH4 OR SPH6 STM <br />1/2"GYP. WL. BD. <br />AND TOP PLATE ANCHORS Wf <br />10d z 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED WI (2) 10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2'k9" WEDGE ANCHOR W/ 2" <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. @ 16" <br />10a 10b 10c <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />,R„SS TO POST CO,,,,, <br />SCALE: 3/4"=1'-0" <br />- <br />A - SIMPSON MTS12 U < 990 LEE W/ (14)10d GALV. NAILS. <br />• ! <br />B - SIMPSON HTS-20 U < 1310 LBS WI (20)10d GALV. NAILS. <br />C - 2-PLYSIMPSN VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 518- A.T.R. TO HOU4 AND (10)1/4" X 2 11T SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POBT TO SLAB CONNECTION <br />SCALE: 3/4"-l'-T <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 WI 518 DIA. z 5' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 CIA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT6 POST ON SLAB <Ut4,565 W/ SM"A.B, WITH MIN. 7" <br />EMBEDMENT To SLAB 8,(26116d x 2-1/2" NAILS TO POST. <br />A N C N IT L C TO <br />Grown <br />41 N. RONALD REAGAN 8L\ <br />LONGWOOD, FL32780 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.eom <br />AA #: 0003325 <br />BUDD:v Se LOT: <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />PROJECT# <br />03719,000-01131 <br />moDEL" <br />°2558-HANTHORNE" <br />GARAGE 871MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />