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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4STRONGSACK SECUREDTO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (8) 3/16" °x4 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'-0' <br />USP LFTAS W/ <br />(16) 8d COMMON NAILS 2, STUDS <br />USP LFTA6 W/ (16) Sd EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d z 1 <br />GIRDER TRUSS 12" HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLKNG BETWEEN <br />TRUSSES W/ 10d @ 3'O.C. 1STPLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2z8 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER EL VATION <br />y� <br />OOU <br />o <br />*z <br />PER ELEVATION <br />1X2 FIRE -STOP <br />1/4" <br />«� <br />#8 WOOD SCREWS - <br />z 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2z6; NL <br />3/4" AS SHOWN <br />USP A3 EA <br />TRUSS /4" <br />NALM 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 />3 ON EXTERIOR WALL <br />#8 WOOD SCREWS z 2' <br />LONG @ 3" O.C.; <br />STAGGERED XI <br />AS SHOWN�Q <br />DBL 2X8 LEDGER jnl'''i <br />TO CMU W/ 1/2" EXP- B OLT <br />8" CMU WALL AT t6" O.C. AND 8' FROM «� <br />REINF PER PLAN END W/MIN 5-12' EMBED. <br />FLOOR DECK <br />PER E EVATION <br />0; NAILING PATTERN <br />0, <br />¢*z <br />PER ELEVATION <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />17' O.C. <br />7X2 FIRE -STOP <br />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 />� 1T <br />TRUSSES W/ I Od @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8)16d NAILS <br />DBL PT 2x6 BLK74G BETWEEN <br />INTO LEDGER AND 10d 3' O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA BRACE. <br />TRUSSES W/ 1Od @ 3" O.C. 1ST PLY <br />STAGGERED UPPER PLY INTO 2x8 <br />x 2" LONG @ 3" O.C.; <br />«� <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(@TOP 2X4 SUPPORTS BT. <br />INTO LEDGER AND 10d @ 3" O.C. <br />BELOW <br />STAGGERED OFF <br />'LM1 <br />NAILS @ EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR ) <br />STAGGERED UPPER PLY INTO 2.6 p� <br />CENTERLINE OFF 2x6; <br />3/4" AS SH0VN 7L1 <br />2x4 BRACE @ 4W O.C. w/ (5) 12d <br />1'-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />BELOW #8 WOOD SCREWS �'»» <br />Iµ <br />NAILS EA END <br />LINE <br />2x8 CONT. W/ (8) 16d NAILS <br />x 2" LONG 3" O.C.; J�1 <br />DBL 2X8 LEDGER <br />N� <br />8tl RING SHANK NAILS @ 4" O.C. MAX <br />BT. OF FLOOR TRUSS <br />STAGGERED OFF InN' <br />8" CMU WALL <br />CMU W/ 12" EXP. BOLT <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />CENTERLINE OFF M; <br />REINF PER PLAN <br />AT 16" O.C. AND 6' FROM <br />//TO <br />SHEATHING NAILER) <br />8" CMU WALL 3/4" AS SHOWN M� <br />END W/ MIN 5-12' EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRESTOP <br />REINF PER PLAN <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />EA <br />TRUSS <br />PER ELEVATION <br />0 <br />U41UNG PATTERN <br />NALLM PATTERN <br />PER ELEVATION ; —z <br />PER ELEVATION PER ELEVATION <br />PER ELEVATION <br />2q" M PRE-ENGINEERED WOOD <br />0 <br />2z4 P.T. CEILING <br />FLOOR TRUSSES(SEE <br />FLOOR TRUSSES <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />CONCRETE BEAM- PRE-ENGINEERED WOOD <br />MASONRY NAILS <br />@ t2' O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA18 @ EVERY <br />SEE BEAM SCHEDULE FLOOR TRUSSES (SEE <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BEBEAM RED BOND BEAM RED. <br />TRUSS(VERIFY W/ <br />FOR BEAM BL 2X—LEDGER FRAMING PLAN) <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA78 @ 32" O.C. <br />TRUSS PLAN) <br />INFORMATION SEE SCHEDULE <br />AT TRUSSES PARALLEL <br />(VERIFY W/T USS <br />SECTION DETAIL <br />FL#17680 <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN)FL#17680 <br />AT PARALLEL /PERPENDICULAR <br />AT TRUSSESBEARING <br />5 <br />SCALE3/4"=1'-a' <br />PRE-ENG FLOOR TRUSSES <br />ON EXTERIOR WALL <br />6 <br />SCALE:34`=1'-0' <br />SCALE: 3/4"=I' W <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'4r O.C. (AT <br />O G'DPWOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS)(BLOCKING <br />TRUSS <br />OC <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION Ah <br />FOR STRAPPING <br />IV <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />- <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR t2' HIGH <br />W/ 12" DIA_ ANCHOR BOLT W/2' <br />A- USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x414x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />W/ (14) 1Od GALV. COMMON <br />SECURE TRUSS TO TOP PLATE 4 (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX <br />B - (2)USP MTM12 U 12390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE 702ze P.T. <br />LBS W/ (14) 10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's W 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 DBL. TOP PLATE <br />' <br />PROVIDE BLOCKING <br />o <br />USP SPTH4 OR SPTHS BTM <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 112" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2) 10ds@ EACH <br />FILL ALL HOLES, DO NOT USE <br />10d <br />12"x9" WEDGE ANCHOR W/2' <br />WASHERSET INHIGHSTRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @10'-0"O.C. <br />MAX. <br />xr <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />1 Oa 10b 1 OC <br />OC MAX <br />SCALE. yq^=1•_0 <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />4" <br />$ <br />TFRMT.oPOUr CONNECTION <br />: <br />SCALE3/4"=1'-d' <br />• <br />c• <br />A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />! <br />B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3715 LEIS 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)N53 WgOD <br />TRUSS CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-9' <br />A8B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ M DIA x W 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" AB. WITH MIN. 7" EMBEOMENT TO SLAB <br />8 (20) 16d x 2-V2" NAILS TO POST. FL#17324 <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W Ww.abdeslgngroup.wm <br />AA #: 0003325 <br />h <br />pV <br />V <br />W <br />0 <br />V <br />W <br />6C <br />ays0zv. at LOT: <br />SILVERADO <br />LOT #53 <br />BLK" #6 <br />P1iOJECTIL <br />04128.002-53061 <br />HODEL: <br />4EGB <br />"GALEN" <br />GARAGE a11IMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I AFK*F OT; <br />PAXAM A <br />DAtmT 1/18/19 <br />ac.tim: 1/4"=1'-0" <br />aIiEET <br />S3.1B <br />