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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STR TRUSS W/ K SECURED O BLOCKING SECURED ON WALL <br />EACH TRUSS W/ (3) i6d COMMON W/ (6) 3/18"' 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 />01FLOggOLR BRACING <br />SCALE: 3/4"=1'-0" <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTA6 WI (16) 81 EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />' <br />PLYWOODFLOOR <br />SHEATHING <br />USP SPTH4/8PTH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 112"HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3I4"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND IDd ® 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />P RELEVATION <br />O <br />SO` ODU <br />C� <br />P R LEVATI ® <br />IV 2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />@ 12' O.C. <br />1X2 FIRE -STOP <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG @3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />USP A3 EA. <br />TRUSS 4^ <br />-Jw - <br />WULING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SL 2X10 LEDGER <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE:34"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG Q 3" O.C.; <br />STAGGERED MI <br />ASSHOWN JIIIIIMNiI <br />DBL2XBLEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND B" FROM NI <br />REINF PER PLAN END W/ MIN 5-1/2" EMBED. <br />FLOOR DECK <br />PEREL VATION I� <br />->!9F 14^ <br />Nz NAILING PATTERN <br />UV <br />K >!Fw <br />PER V TK)N m� <br />2x4 P.T. CEILING 24" M FLOOR TRUSSES D(SEE OD <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />12" D.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE:34"=1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL Pi 2x6 BLK'NG BETWEEN <br />TRUSSES WI 10d @ 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 NAILS <br />INTO LEDGER AND 10d 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING ® EA. BRACE. <br />NOTE: <br />TOP OF FLR TRUS <br />OP OF FL TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />x 2" LONG 3" O.C.; <br />STAGGERED OFF MI <br />TOENAIL INTO TRUSS W/ 4 1Sd <br />( ) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />CENTERLINE OFF 2.6; Ip <br />NAILS (� EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />3I4" AS SHOWN <br />2x4 BRACE t� 48" O.C. w/ (5) 12d <br />1'�4"MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />'„µ' <br />NAILS � EA. ENO <br />LINE <br />2x8 CONT. W/ (8) 18d NAILS <br />DBL 2X8 LEDGER <br />TO CMU WI 12" EXP. BOLT MI <br />Sd RING SHANK NAILS 0 4" O.C. MAX <br />(BBT. OF FLOOR TRUSS <br />8"CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X8 IS FOR WALL <br />BREATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS ® S" O.C. MAX <br />1X2 FIRESTOP <br />PER ELEVATIONfi// <br />FLOOR DEC III �14„ <br />PER ELEVATION PER ELEVATION <br />. r <br />NAILING -i111DPATTERN <br />0Ua <br />K QhsW <br />PER LEVATION iSK <br />PER ELEVATION R ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />1z O.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTAt6 EVERY <br />REPAIR DETAI L I F <br />BOND BEAM REQ. BOND BEAM REQ. <br />TRUSS (VERIFY W/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA16 @ 32" O.C. <br />TRUSS PLAN) <br />FL#,7680 <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) FL#1 7680 <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:3/4"=1'-0° <br />FLOOR TRUSSES <br />NOT USED <br />(,)ffR!E�-ENG <br />E: 3/4"=V-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'-0" O.C. G <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARRITY)ITY) <br />TRUSS (TYP) <br />® 24" O.C. <br />MAX <br />0 <br />FOR STRAPPING <br />O <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 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)10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 8" 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 DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O• <br />USP SPTH4 OR SPTH6 BTM <br />12" GYP. W L. BD. <br />0 <br />" <br />AND TOP PLATE ANCHORS W/ <br />1Od x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W!(2)tOd'e l�EACH <br />10dx3"FILL L HOLES, DO NOT USE <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10"0" O.C. <br />MAX. <br />EPDXY 5-12" EMBED. MIN. i6" <br />.1 <br />1 Oa 1 Ob 1 Oc <br />OC MAX. <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ <br />TnPOST CO141ECTIO,I <br />SCALE: 314"=1'-0" <br />a• • ^ <br />A- USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 <br />• #. <br />S-USP HTW-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) 5l8"' A.T.R. TO PHD4A AND (10) W83 WOOD <br />TRUSS CONNECTION Q L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />POST TG SLAB CONNECTION <br />9a gb <br />SCALE: 3/4"=1'-0" <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 G:13,815 W15/8 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 2-12" NAILS TO POST. FL#17324 <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAIL 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />>n <br />atmDty ae r.OT: <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT# <br />04128.002-08181 <br />MODEU <br />3EFB <br />"2447— ROBIE" <br />OARAOE 9TIItMO: <br />LEFT <br />PACE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 MPH EXP. Pj <br />`ROL W A <br />D rlpTE 10/09/19 <br />ECA Z: 1/4' = 1'-0* <br />a*== <br />S3.1B <br />