Laserfiche WebLink
FLOOR DECK <br />I a <br />cm <br />2x6 PT TERMINATION <br />2x4 STRONGBACK ECURED TO BLOCKING SECURED TO WALL <br />'0 WALL <br />EACH TRUSS Wl (3) 16d COMMON W/ (6) 3116" * x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP I <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY iOl-(r BUT REFER TO <br />TRUSS ENGINEERING <br />2X4 STRONGBACK, <br />FLOOR BRACING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x ST DS� <br />S MPSON H6 W/ (8) 8d EACH END <br />IM <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON -Ar- <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />\ I <br />'y <br />SIMPSON SPH41SPH6 BTM. <br />PLATESTRA SW/10dxl <br />FLOOR TRUSS OR 1/2"HOG NAIPLS <br />GIRDER TRUSS <br />WALL FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BUK'NG BETWEEN <br />TRUSSES Wl 10d (ID 3- D.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />ALL <br />REINF PER PLAN <br />PLAN <br />PER ELEVATION <br />AT'ON <br />0 <br />i <br />0 <br />AR <br />PERELEVATION 'L� "Sig <br />IV - <br />1X2 FIRE -STOP <br />414" <br />�V_ <br />T <br />oil <br />#8 WOOD SCREWS d <br />x 2" LONG @ 3" O.C.; <br />2 L <br />A <br />STAGGERED OFF <br />S T <br />CENTERLINE OFF 2x6; <br />C E N <br />3' 4 <br />IMF JIL <br />SIMPSON A23 <br />EA <br />EA, TRUSS <br />S T <br />NAILING PATTERN <br />I <br />�_p RE -ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />L FRAMING PLAN) <br />DBL 2X LEDGER <br />X _ <br />6 <br />SEE SCHEDULE <br />S U <br />TI <br />;SE�CTION DETAIL <br />AT TRUSSES BEARING <br />r,,-"\ON EXTERIOR WALL <br />�,��E: 314'�V-V' <br />#8 WOOD SCREWS x 2" <br />LONG Q T' O.C.; <br />STAGGERED <br />AS SHOWN <br />DIL 2XI LEDGER <br />, _� E SOLT <br />TO C MU W/ 1 GINEXP.. SO LT <br />AN.I��FROM <br />D 111T <br />8! CMU WALL <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEVATION 9;� 11 <br />0 _Aw__ <br />INL <br />0 <br />PER ELEVATION <br />T PRE-ENGINEERED WOOD <br />CEILING 24" IM <br />2x4 P.T. FLOOR TRUSSES (SEE <br />NAIUERW/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12 D.C. <br />I X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />(----)TO EXTERIOR WALL <br />4 <br />���SCALE: 3/4"=V-0' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES Wl 10d @ T' O.C. IST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d @ 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" D.C.; <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS Wl (4) 1 6d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; <br />314"AS SHOWN <br />2x4 BRACE @ 48- 0. C' wt (5) 12d <br />V-4" MIN. FROM 2NO. FUR. <br />FLOOR DECK <br />NAILS Q EA. END <br />LINE <br />2x6 CONT. W1 (8) 16d NAILS <br />OBL 2X8 LEDGER <br />TO CMU Wl i/2'EXP. BOLT <br />8d RING SHANK NAILS 0 4- 0' C , MAX <br />Q ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(ST. 2X6 S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END Wl MIN 5-17 EMBE�._ <br />l6d NAILS @ 8- O.C. MAX <br />IX2 �IRE-STOP <br />PER ELEVATION gL <br />FLOOR DEC <br />__ - <br />�PER ELEVATION PER ELEVATION <br />\ 'IV <br />It <br />E <br />NALING PATrERN <br />I w <br />:P <br />0 <br />w <br />PER ELEVATION AkF'� 2 EZ <br />jkPER ELEVATION PER ELEVATION ja <br />IV , <br />1. E-IENGINEEREDWOCID <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W1 <br />FRAMING PLAN) <br />PRE-ENGINrERED WOOD <br />FRAM114G PLAN) <br />MASONRY NAILS <br />Q 12" O.C, <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />I X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 @ <br />. . . <br />W1 TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32'. O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />r;_'),TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />r,--'\PRE-ENG <br />FLOOR TRUSSES <br />NOT USED <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO SAYS 4'-O"O.C. (AT <br />PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (rYP) <br />@ 24- O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />�Gyp <br />SECURE 2x6 PT. PLATE TO BUK <br />Wl TRUSS PLAN <br />TRM TO TOP PLATE <br />5/8"GYPSUM BOARD OR 1/2"HIGH <br />Wl 1/2"DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44146 SYP NO. 2 <br />WASHER SET IN HIGH <br />U � 990 LES W/ ('14) 10d <br />CU <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STREN HEPDXY6"MIN. <br />GT <br />GALV. NAILS. <br />16d TOENAILS <br />T <br />SLAS.SEE <br />EMBED, AT 32" OC MAX <br />8 - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T <br />U � 1420 LBS Wl (14) 10d <br />BELOW FOR <br />PLATE Wt 12d'� V* 0 . C.MAX <br />GALV. NAILS EA. STRAP <br />2A OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION — <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC,PO ED <br />BTM. PLATE TO BE PT. <br />LINTEL CO SE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 STM <br />_T <br />1/2" GYP. WIL. BD. <br />:0: <br />ANOTOP PLATE C..RS W, <br />1 Od x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />— <br />CONT. 2x4 SECURED W/ (2) 1 Od's EACH <br />FILL ALL HOLES, 00 NOT USE <br />M2"xg" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED a I V-0- O.C. <br />MAX. <br />10d x 3" <br />EPDXY 6-1/2" EMBED. MIN. @ 16' <br />OC MAX. <br />s.,.: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />A - SIMPSON MTS-1 2 U < 990 1 IRS W/ (14) 10d GALV. NAILS. <br />8 - SIMPSON HTS-20 U � 1310 LRq Wl (20) 10d GALV. NAILS. <br />C - 2-PLY.SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS Wl (16) <br />114NT'SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 114'X 2 1/2" SOS TO POST <br />_��TRUSS CONNECTION @ L.B.W. <br />PWTO SLAA CONNECTION <br />1) <br />&4"=V-0" <br />A&B - SI PSON ABU44Z POST BASE <UA,9W G:5,660 Wt 5/8 DIA. x 6* EX . BOLT <br />SIMPSON ABU49Z POST BASE �U:2,31)0 G:10,335 W1 WS DIA. x 6'EXP.BPOLT <br />C - SIMPSON HTT5 POST ON SLAB �U:4,15M Wl 5/8"A.B. WITH MIN. r <br />EMBEDMENT TO SLAB & (28) 16d x 2-1/7 NAILS TO POST. <br />A I C N I T I C T I <br />6 <br />n <br />GmW010a <br />41 N, RONALD REAGAN BLI <br />LONGWOOD, FIL 327W <br />PH: 407-774-6078 <br />www.abdosigngroup com <br />AA #: 0003325 <br />k <br />flu <br />BuBDIv. & Lo� <br />SILVERADO <br />LOT #6 <br />BLK #10 <br />pa0imcTfp <br />03719,000-06101 <br />MODMI. <br />"2045-LANTANA" <br />GAMAGE BIWMG: <br />RIGHT <br />PAGW. <br />DETAILS <br />50 MPH EXP. 12 <br />:"JoI <br />DATZ: 10/30/20 <br />8C#L=: 1/4"=V-0" <br />MMET <br />S3. IB <br />