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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALLll� <br />EACH TRUSS W! (3) t6d 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 />SCALE: 3/4"=V-0" <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2z STUDS <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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS W/ IOd x 1 <br />FLOOR TRUSS OR 112"HDG NAILS FL#17239 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />�,,� TRUSS PARALLEL TO WALL <br />DBL PT 216 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 1 Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />N <br />O, <br />PER ELEVATION N <br />1X2 FIRE -STOP <br />NI <br />#BWOOD SCREWS <br />x 2" LONG 3" O.C.; <br />STAGGEREDD OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />USPA3 EA, <br />TRUSS /4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />S ON EXTERIOR WALL <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED NI <br />ASSHOWN IM <br />IllIR11 - <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND e" FROM NI <br />REINF PER PLAN END W/ MIN 5-1/4" EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />0 o NAILINGPATTERN <br />0 UU <br />�� <br />PER ELEVATION57 <br />24" MA PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2FIRE-STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />INTO LEDGER AND 1 Od @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; NI <br />2„q gLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)1fid <br />STRUCTURAL SHEATHING <br />OP 2X4 SUPPORTS BT. <br />PLATE <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />OF 2ND FUR) <br />3W AS SHOWN n( <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />1'4' MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />IN <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT IG' O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING2X6 IS FNAI NAILER) <br />END W/ MIN 5-1/2' EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />N Z <br />NAILING PATTERN <br />ul <br />3 m�o <br />4, <br />*w <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2X41. T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />GRUSSESO(SEEOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />@12"O.o. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 @EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAMREO. BOND BEAMREO. <br />TRUSS(VERIFYW/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USPHTAI6@32 O.0 <br />TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />FL#17680 <br />TO EXTERIOR WALL <br />PLAN) FL#17680 <br />AT PARALLEL/ PERPENDICULAR <br />, <br />SCALE: 3/4"=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />c <br />V SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />i <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 41�-BL O.C. <br />0 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />G <br />TRUSS RYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <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/ 2" <br />A - USP MTW-12 U <1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />W/ (14) 1Od GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />t6d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2)USP MTW-12 U <2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (14) 1 Od 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 />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />♦ <br />USP SPTH4 OR SPTH6 BTM <br />1/2" GYP. WL BD. <br />o <br />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 112" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's @EACH <br />FILL ALL HOLES, DO NOT USE <br />70dx 3" <br />1/2"x9" WEDGE ANCHOR WIZ' <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. @ IF' <br />(�,� <br />10a 1 0b 1 OC <br />OC MAX. <br />SCALE: 3/4"=l'-0" <br />GABLE END BRACING W/ PRE-ENG <br />A <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0" <br />d <br />A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />• ! <br />8 - USP HTW-20 U <2045 LEIS 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) 5/8—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 />TO <br />�a �V SCALE: 3/4"=1'-0" <br />POST SLAB CONNECTION <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 GA 3,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB <br />8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774 3078 <br />FAX: 407-774-4078 <br />www.a bdeafgngroup.com <br />AA M. 0003325 <br />N, <br />y <br />0 <br />G <br />m <br />O <br />F <br />O <br />SXMDIV. & LOT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SNVMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I )A E: 08/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />