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FLOOR DECK <br />SE ATXNJ <br />EACH TOUS$ W/ ()16d COMMORED TO BLOCKING SECURED TO WALL\YA <br />EACHTRUSS W/ (3)16tl COMMON W/ (6) 3/18" °x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATEDEITHERTOPOR <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 LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USPLFTA6W/(16)Bd EACH END <br />COMMON NAILS, EACH FL#17264 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTw BTM <br />FLOOR TRUSS OR PLATE STRAPS W/ 10dx 1 <br />GIRDERTRUSS 12'HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE:3/4'.1'-0' <br />DBL PT 216 BLKNG BETWEEN <br />TRUSSES W/ IOd 0 3' O.C.1ST PLY <br />INTO LEDGER AND 10d @ 3' O.C. <br />STAGGERED UPPER PLY 9VT02xe <br />BELOW <br />B' CMU WALL <br />REINF PER PLAN <br />_PER ELEVA <br />0 <br />0�[ Qa�w <br />ER VATION m� <br />1X2 FIRE -STOP <br />-- <br />NI <br />#8 WOOD SCREWS <br />x 2' LONG 0 3' O.C. <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />SHOWN NI <br />USP A3 EA AL <br />TRUSS 4" <br />NAILING PATTERN <br />PRE-ENGINEEREDW000 <br />FLOOR TRUSSES (SEE <br />DBL2X_LEDGER FRAMING PLAN <br />SEE SCHEDULE0 <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />�,�ON EXTERIOR WALL <br />SCALE: 314'.l'-0' <br />#8 WOOD SCREWS x 2' <br />LONG 0 3' C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP, BOLT <br />8' CMU WALL AT 16" O.C. AND 8' FROM NI <br />REINF PER PLAN END W/ MIN 5.1/2' EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />NAILING PATTERN <br />PE ELEVATION m�2x6PTING <br />FLOOR TUSSES WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILERW/ FRAMING PLAN) <br />¢ Qa��PSECTION <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRE -STOP <br />DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK74G BETWEEN <br />TRUSSES W/ I Od @ 3' O.C.1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />INTO LEDGER AND IOd 0 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 W/ (4) 18d STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS 0 EA END MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHCWN <br />2x4 BRACE 0 48" O.C. w/ (5)12d l'-4' MIN. FROM 2ND. FLR <br />FLOOR DECK <br />NAILS 0 EA. END LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU Wl 12" EXP. BOLT NI <br />8d RING SHANK NAILS 0 4' O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16' O.C. AND 8"FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-1/2' EMBED. <br />16d NAILS 08' O.C. MAX <br />1X2 FIRE -STOP <br />PERELEVATION <br />FLOOR DEC III �/4, <br />PER ELEVATION PER ELEVATION <br />NAILING PATTERN <br />2w <br />PERELEVATION a <br />PER ELEVATION PER ELEVATION <br />If <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24" M <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILERW/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRY NAILS <br />@,2 G.C. <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA160 EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. <br />TRUSS (VERIFY W/ <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA18032"MNC.I <br />TRUSSFL#1 PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W/ TRUSS SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN)FL#17WO <br />AT PARALLEL /PERPENDICULAR <br />5 <br />scALE:3/4".1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL.PRE-ENG <br />AT FIRST TWO BAYS 4'-0"O.C.(AT <br />PRE-ENG'DWOOD <br />O GS <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS 0 O.C. <br />(TYMAX <br />NOT SHOWN FOR CLARITY) <br />PER FLEVAnON <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 />SIB' 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 SVP NO.2 <br />WASHER SET IN HIGH <br />W/ (14) 1Od GALV, COMMON <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POSTTO <br />STRENGTH EPDXY 6" MIN. <br />NAILS, <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2)USP MTWC2 U <2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO M 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 />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />STM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />a. <br />USP SPTH4 OR SPTH6 STM <br />112' GYP. WL BD, <br />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 12' COMMON NAILS <br />SECURE BT, PLATE TO SLAB W/ <br />CONT. 20 SECURED W/ (2) 10d'# 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />3" <br />12'x9' WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />10dx <br />EPDXY 5.12' EMBED. MIN. 018' <br />1 Da 1 t)b 1 OC <br />OC MAX <br />SCALE: 3/4'.1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />SCALE: 3/4'.1'-0" <br />a <br />TRUSS TO POST CONNECTION <br />A - USP MTW-12 U < 1195 LBS W/ (14)1 Od GALV. COMMON NAILS. FL#17244 <br />• # <br />B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON AILS. FL#17244 <br />C . USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSSWI(4) 10d GALV. <br />COMMON NAILS TOP, IS 1 Od GALV. COMMON NAILS FACE, 02) 1 Od <br />COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) W83 WOOD <br />� <br />CONNECTION @ L.B.W. <br />SPOS TOTSLABCONNECTION 7L#172419 <br />� ��TRUSS <br />SCALE: <br />A&B -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FLX17239 <br />USP PAU46 POST BASE <U2,266 G:13,815 W/ 6/8 DIA. x 6' EXP. SOLT FL#l7239 <br />C. USP HTT4 POST ON SLAB <UA,465 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB <br />& (20)16d x 2.1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />Www.abdBNgn9mup.com <br />AA M: 0003325 <br />'a <br />Iti <br />m <br />O <br />R <br />