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FLOOR DECK <br />2x6 PT TERMINATION2x4 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 W/ <br />(16) 8d COMMON NAILS 2x STUDS,1/4* <br />USP LFTA6 W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF BUNDLE" <br />" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />GIRDERTRUSS R TRUSS R 1/2"HDQ NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />rf TRUSS PARALLEL TO WALL <br />G <br />DBL PT 2x6 BLII BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />o <br />w <br />PEP VATION <br />1X2 FIRESTOP <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />" <br />/q" <br />#T-F <br />NAILING PATTERN <br />ENGINEERED WOOD <br />R TRUSSES (SEE <br />2ING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />(_,_"�ON EXTERIOR WALL <br />SCALE: 3/4".V-0" <br />98 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED 111 <br />AS SHOWN <br />. DBL 2X8 LEDGER Ijlut <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•i/2' EMBED. <br />FLOOR DECK <br />pER ELEVAT N I� <br />LL <br />00NAILING PATTERN <br />cc <br />PER L VATI <br />. MPRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER WJ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />iX2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />SCALE: 3/4"-VV' <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 <br />x 2" LONG @ 3" O.C.; NI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS (4) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />NAILS ENNDD <br />E <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2z4 BRACE @ 48" D.C. w/ (5)12d <br />V-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ i/2" EXP. BOLT Oil <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ 8T, OF FLOOR TRUSS <br />(BT. 2X6 IS FOR WALL <br />6"CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />IX2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /q» <br />PER ELEVATION PER ELEVATION <br />0 3�' <br />N �x <br />NAILING PATTERN <br />U <br />K mW <br />PER ELEVATION N <br />41 PER ELEVATION PER ELEVATION <br />F7FRAMING <br />2x4 P.T. CEILING <br />2q" M PRE-ENGINEERED WOOD <br />GINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />PLAN) <br />MASONRY NAILS <br />@ 12 O.D. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FORHTA16 <br />@ EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ.USS <br />(VERIFY W/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTAI6@32 <br />TRUSS PLAN) <br />MAX. <br />FL#17680 <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) FL#17680 <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE:3/4"-V-0 <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />�7 <br />PRE -ENO 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 />O PRE-ENG'D 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 />I 1 <br />f�\\l <br />E E EVATO N <br />1 <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE2x PT. PLATE TO SLK <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/T <br />A - USP MTW-12 U <1195 LBS <br />STRENGTH CLG, BOARD <br />4z4/4z8 SYP N0.2 <br />WASHER SET IN HIGH <br />_ <br />W/ (14) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />L <br />STRENGTH EPDXY 6" MIN. <br />NAILS, <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2)USP MTW42 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 />2x4 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 />BTMPLATE TO BE PT. <br />LINTEL COURSE <br />PROVI.DE DBL. TOP PLATE <br />. <br />PROVIDE BLOCKING <br />o. <br />USP SPTH4 OR SPTHS BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ <br />EACH <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1IZW' 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 />i <br />t Oa 10b 1 O�'i <br />OC MAX. <br />SCALE: 3/4".1'4' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />as a <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4".V-0" <br />A -USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />• # <br />B - USP HT W-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A 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) "/ A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"-V-0" <br />A&B - USP PAU44 POST BASE <1.1:2,285 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB <br />& (20) 16d x 2-112" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ab dfesigngroup.com <br />AA 0003325 <br />M <br />W <br />U <br />�v8aiv as LOT: <br />SILVERADO <br />LOT #2 <br />BLK" #11 <br />PROJECT* <br />04128.00 -02111 <br />mo 1. <br />4EAB <br />"1672-ARIA" <br />GARAGE SWMCF: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />01 <br />DATE: <br />8/16/18 <br />SCALE: 1/4"=1'-0" <br />SiIEET <br />s3.1B <br />