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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16tl 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 />1 FLOOR BRACING <br />SCALE: 3/4"=1'4' <br />SIMPSON H6 W/ <br />(8)Sd COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d 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 />= <br />SIMPSON SPH4ISPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W! 10d x 1 <br />GIRDER TRUSS 1Z HIM NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLK•NG BETWEEN <br />TRUSSES W/ 10d 0 3!' O.C. 1ST PLY <br />INTO LEDGER AND 10d CI 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELION u <br />O <br />fSL/ pU= <br />Qah U <br />VATIO <br />1X2 FIRE -STOP <br />1!4 <br />411 <br />A8 WOOD SCREWS 1Y <br />x 7' LONG 0 3'O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF M; MI <br />3/4" AS SHOWN <br />SIMPSON A23 Ai <br />EA TRUSS Ill w <br />NARJNGGI7111 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 />OON EXTERIOR WALL <br />O NOT USED <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES WI 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />INTO EDGER AND 10d 0 3" O.C. <br />R8 WOOD SCREWS <br />2x4 BLOCKING ® EA. BRACE. <br />NOTE: <br />a TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 7' LONG (p 3" O.C.; <br />MI <br />TOENAIL INTO TRUSS WI (4)16tl <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 24; <br />3)4" AS SHOWN <br />2x4 BRACE ®46' O.C. wl (5)12d <br />1'4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />'�j <br />NAILS 0 EA END <br />LINE <br />W CONT. W/ (8) 16tl NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT MI <br />8d RING SHANK NAILS ® N O.C. MAX <br />®BT. OF FLOOR TRUSS <br />(BT2X6 IS FOR L <br />8! CMU WALL <br />AT 16' O.C. AND 6' FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-10 EMBED. <br />16tl NAILS 6' O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />- <br />FLOOR DE <br />PER ELEVATION PER ELEVATION <br />O <br />_kla4" <br />NAILING PATTERN <br />U <br />dug <br />PER ELEVATIONAA`?Ilk <br />PER ELEVATION PER ELEVATION <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />ONAILS <br />�,7MASD.0NRY <br />FLOOR TRUSSES (SEE <br />SCHEDULE FOR <br />SEE SCHEDULE FOR SEE SCHEDUFRAMING <br />SIMPSON HETA-16 <br />. <br />REPAIR DETAIL IF <br />PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUES (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3 ,0C. MAX <br />3Y WIT USS <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scAE:34=1 (Y' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <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 />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLKW/ <br />TRUSS PLAN <br />TRUSS TO TOP PLATE <br />"GYPSUM BOARD OR 10HIGH <br />W/ 1/7'DIA. ANCHOR BOLT W/ Z' <br />A -SIMPSON MTS12 <br />RENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />rPRE-ENG <br />CURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6'MIN. <br />GALV. NAILS. <br />d TOENAILS <br />SLAB.SEE <br />EMBED. AT 3T OC MAX. <br />B - (2) SIMPSON MTS12 <br />UBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LES W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 6'O.C. MAX <br />GALV. NAILS EA STRAP <br />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 Pi. <br />LINTEL COURSE <br />PROVIDE DEL TOP PLATE <br />PROVIDE BLOCKING <br />O• <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />1l7' GYP. WL. B0. <br />0.• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT.2x4 SECURED WI(2)10tl's®EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />12"x9' WEDGE ANCHOR WIZ' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0IU-a' O.C. MAX. <br />EPDXY 5-10 EMBED. MIN.® 16" <br />1 Oa 10b IOC <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRUSS TO POET CONNECTION <br />SCALE: 3/4"=l'-0' <br />a• • < <br />A - SIMPSON MTS-12 U < 9901-8S WI (14) 10d GALV. NAILS. <br />a 9. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3'SDS, (1) 51" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a 9b <br />POST708lASCONI�CiNk1 <br />SCALE: 3/4"=l'-0" <br />ABB - SIMPSON ABU44Z POST BASE <U:1,9W G:5,660 W/ 5/8 DIA x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2.1/7' NAILS TO POST. <br />ANC N I T I C T 8 <br />Group <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 927S0 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesi4gpnWgroup.com <br />M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA. FLORIDA 33634 <br />PH:8134136-2626 <br />FAX: 81."W2802 <br />