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FLOOR DECK <br />'ElCENTERLINE <br />2x6 PT TERMINATIONIf <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 IV-X BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: W4"=V-0" <br />SIMPSON H6 WI <br />(8)Sd COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4ISPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ iOd x 1 <br />GIRDERTRUSS 12"HDG NAILS <br />WALL / FLOOR FRAMING, <br />��TRUSS PARALLEL TO WALL <br />SCALE: 3l4"=1'-0" <br />DBTRUSSES B 10d G ETWN <br />O EEST PLY <br />INTO LEDGER AND 10d 6 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />B" CMU WALL <br />REINF PER PLAN <br />PER NATION <br />U) 0- <br />PER ATION <br />iX2 FIRE -STOP <br />1�4- <br />qN <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />OFF 2x6; NI <br />3/4' AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS q". <br />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 />ON EXTERIOR WALL <br />SCALE: 3/4"=V-(r <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED NI <br />ASSHOWN 'M <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND 8" FROM NI <br />REINF PER PLAN END W/ MIN 5-12" EMBED. <br />FLOOR DECK <br />R A ION IIyI��• <br />7MF- <br />Zp�ZZQ NABJ40 PATTERN <br />PER -ION m <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE <br />MAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=V0 <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO EDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />0 TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG (G 3" O.C.; NI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4 16d <br />() <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5) 12d <br />V4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU WI 1l2" EXP. BOLT NI <br />Sd RING SHANK NAILS 0 4" O.C. MAX <br />OF FLOOR TRUSS <br />(S <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />. 2 L <br />SHEATHING NAILER) <br />END W/ MIN 5-12" EMBED.IL <br />16d NAILS @ 8" O.C. MAX <br />iX2 FIRE -STOP <br />PER ELEVATION L <br />FLOOR DEC C A <br />PER ELEVATION PER ELEVATION <br />- F <br />O <br />fN <br />NAILING PATTERN <br />O <br />�QU= <br />PER ELEVATION N m <br />PER ELEVATION PERELEVATION <br />2x4 P.T. CEILING <br />2q" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER WI <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN <br />a,2 G.D. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-i6 <br />REPAIR DETAIL IF <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16G <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:3l4"=l'-0" <br />PRE-ENG FLOOR TRUSSES <br />6 <br />SCALE: 3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-W O.C. (AT <br />PRE€NG'D <br />WOOD <br />BEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />A�l <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER L ON J4 <br />FOR STRAPPING <br />O <br />c•, <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />. <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5l8" GYPSUM BOARD OR 12" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/2"�"` <br />• <br />.j <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) iOd <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY V' MIN. <br />GALV. NAILS. <br />1Sd 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 WI (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL WI 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 08L. TOP PLATE <br />o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BO. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />ZZ <br />CONT. 20 SECURED W/ (2) 10d's EACH <br />FILL ALL HOLES, DO NOT USE <br />tOdx3" <br />12"x9" WEDGE ANCHOR Wl2" <br />WASHER SET IN HIGH STRENGTH <br />E <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED@10'-0-O.C. MAX. <br />EPDXY $RISE° EMBED. MIN. 16"GT <br />�TRUSVWOOD <br />10a 10b <br />GABLE END BRACING W/ PRE-ENG <br />OC MAX. <br />SCALE: 3/4"=V-0" 0 <br />8 <br />GABLE TRUSS @ CMU WALL <br />TRUIBBTOPOST CONNECTION <br />SCALE: 3 4"=1'-0" <br />a•.4 :. ': <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)1 Od GALV. NAILS <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 />1/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10)1/4" X 2 1l2" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a gb <br />POSTTO MAO CONNECTION <br />SCALE: 3/4"=l'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,9W G5,660 WI 518 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. <br />ErI T R B • <br />u! 1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesi"oup.com <br />AA #: 0003325 <br />44 <br />DRAFTING Bj <br />A.B. DESIGN G <br />DRAFTING I <br />5439 BEAUMONT CENSUITE 1004 <br />TAMPA, FLORIDA PH: 6134MS-2FAX: 8134MG-2 <br />