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FLOOR DECK <br />2x6 PT TERMINATION <br />2z4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON Wl (6) 3116" ° 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"=1'-D, <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 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/ 10d x 1 <br />FIRDERTLOOR USOR 1/2' HDG NAILS FL#17239 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/*" T-0' <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10tl 0 3" O.C. 1ST PLY <br />INTO EDGER AND 10d 0 3" O,C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />W CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O� <br />(Sn g= <br />O �w <br />P EEVATIO INZ <br />1X2 FIRE -STOP <br />AI <br />#8 WOOD SCREWS <br />z 2' LONG � 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />USP A3 EA <br />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 />#8 WOOD SCREWS x 2' <br />LONG 3" O.C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL 2X8 EDGER <br />TO CMU W/ 1/7 EXP. BOLT <br />8" CMU WALL AT 16" O.C. ANDS' FROM MI <br />REINF PER PLAN END W! MIN 5-1/2" EMBED. <br />FLOOR DECK <br />PER ELEVATION q� <br />a NAILING PATTERN <br />zc=i <br />� �w <br />PER EL VATION Z- <br />24„ l\A PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />17' O.C. <br />1X2 FIRE -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/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CUNT. 16d NAILS <br />INTO LEDGER AND 100 ®O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING 0 EA BRACE. <br />NOTE: <br />(TTOP OF FL FLR T TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG O.C.; MI <br />TOENAIL INTO TRUSS W/ 16d <br />(4 ) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGEREDD OFF <br />NAILS a EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6; � <br />3/4" AS SHOWN <br />2x4 BRACE 048" O.C. w/ (5) 12d <br />l'-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />NAILS G EA END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />.LC-. 2X8 LEDGER <br />TO CMU W/ 1/2' EXP, BOLT MI <br />Bd RING SHANK NAILS 4" O.C. MAX <br />a ST. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAI NAILER) <br />END W/ MIN 5-1/2' EMBED. <br />16d NAILS 0 8" O.C. MAX <br />1X2 fLRESTOP <br />PER ELEVATION <br />FLOOR DEC IIf �/4„ <br />IPPPATTTE' <br />PER ELEVATION PER EL VATION <br />Ov <br />NAILING- RN <br />2 u� <br />�Q{ <br />PER ELEVATIONm ` <br />PRELEVATION PER EEV TION <br />If <br />2x4 P.T. CEILING <br />PRE�NGINEEREO WOOD <br />24„ M <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />®12' D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 01 EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />TRUSS (VERIFY W/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA16032'MOACX. <br />TRUSS PLAN) <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"=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'-(7' 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 />0 <br />P <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12' 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) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY S' MIN. <br />NAILS. <br />16d 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) 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 />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 DSL TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O• <br />'O <br />USP SPTH4 OR SPTH6 BTM <br />12' GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d. 1 rz' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's Q <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/PSc9" WEDGE ANCHOR Wl7' <br />WASHER SET INHIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. ®16" <br />00,1, <br />10b 1 OCi <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />dp <br />-`' <br />.ro ;CTIO,1 <br />p <br />8 <br />SCALE: 3/4"=1'-0" <br />a <br />A •USP MTW-12 U < 1 195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 <br />'• • <br />B - USP HTW-20 U <2045 LBS W/ (20)1Dd 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) 5/6" AT.R. TO PHD4A AND (10) WS3 WOOD <br />_b <br />SCREWS TO POST FL#17240/FL#172419 <br />TRUSS CONNECTION L.B.W. <br />Po3rroBLABcoNNE� <br />9a <br />SCALE: 3/4"=1'-0" <br />A&B - USP PAU44 POST BASE <U:2,265 GS,775 W/ 5/8 DIA. x 6'EXP. BOLT FL#17239 <br />USP PAU46 POST BASE-U:2,285 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 />8 (20) 16d x 2-1/2' NAILS TO POST. FL#17324 <br />i44i N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX- 407-774.4078 <br />W W"bdealgngroup.com <br />L AA #: 0003325 <br />rtmDrv. ae LOT: <br />SILVERADO <br />LOT #56 <br />BLK #6 <br />PROJECT# <br />04128.002-56061 <br />MODEL. <br />4ENB <br />"1751—NEUVILLE" <br />GARAGE awiNa: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />PRINT 01/17/19 <br />DATE: <br />acALE: 1/4"= V-0" <br />a*== <br />S3.1B <br />