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FLOOR DECK <br />^ <br />cm CEO <br />2x6 PT TERMINATIONIf <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/(3) 16d COMMON WI (6) 3/16'.° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />LOCATED EITHER TOP OR <br />OF FLOOR TRUSS, <br />TYPICALLY 1G-0"BUT REFER TO <br />ENGINEERING <br />2x4 STRONGBACK, <br />�FLOOR BRACING <br />SCALE: 314"-1'-0" <br />N H6 <br />SIMPSOMMON <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 WI (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4ISPH6 BTM. <br />FLOOR PLATE STRAPS W/ 10d z 1TRUSS <br />GIRDER RUSOR 1/2"HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />DBL PT 2x6 8LK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1 ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER E V TION <br />.�• <br />K aQ�f2 <br />P R LEV I N m� <br />1X2 FIRE -STOP <br />_ -,-„ <br />,3' 7� <br />MI <br />#8 WOOD SCREWS <br />z 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN NI <br />SIMPSON A23 <br />EA.TRUSS <br />16-6 411 <br />NAILIN-O�JPA-TTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />STION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3l4"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED MI <br />AS SHOWN j11111MN11 <br />DBL 2X8 LEDGER <br />TO CMU W11/2" 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 ATION <br />yNNLINO�IIPfA�- •TT6W <br />R VATION <br />PRE-ENGINEERED WOOD <br />2x4 P.T. GELLINGFLOOR TRUSSES (SEE <br />NAILER WIFRAMING PLANSPLICE <br />MASONRY NAILS)_BOTTOM <br />0 12" O.C. <br />IX2 FIRE-STOPCTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <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 W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) i8tl NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ O.C.; NI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4 <br />() 16D <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />O <br />STAGGERED OFF <br />CENTERLINE OFF 2z6; <br />NAILS END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />O.C.l (5 <br />2x4 BRACE 48" . <br />MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />E(5) ND <br />NAILS END <br />LINE <br />2x6 COOT. WINAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT MI <br />8d RING SHANK NAIL " C <br />OR TRUSS <br />(SHT. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR L <br />SHEATHING NAILER) <br />END W/ MIN 5�1/2" EMBED. <br />1Sd NAILS @ 8" O.C. MAX <br />iX2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />.Y <br />NALM PATTERN <br />0) O= <br />U U <br />a <br />R <br />P R ELEVATION F <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24 PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER WI <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />12 O.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />BOND BEAM RED. BONG BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32" O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scALE:3a'=1-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />SCALE:314"=1'-G' <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />� <br />STRAP TRUSS TO PL. <br />PRE -ENO <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE�NG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <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 />518" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1l2" DIA. ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4z4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />_ <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS, <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS WI (14)10tl <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 24 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 />PROVIDE BLOCKING <br />• o• <br />• • <br />SIMPSON SPH4 OR SPHS BTM <br />1/2" GYP. WL. BD. <br />0' <br />AND TOP PLATE ANCHORS W! <br />10d x 1 ill. COMMON NAILS <br />SECURE BT, PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/ (2)10d'" @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dxV' <br />1/2'W" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />EPDXY 5-112" EMBED. MIN. @ 16" <br />1 0a 10b 10c <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALLTO <br />Via• <br />POST <br />0 <br />SCALE: 3/4"=1'-0" <br />a <br />A - SIMP50N MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />• <br />B - SIMPSON HTS-20 U - 1310 LBS W/ (20)1Gd GALV. NAILS. <br />C- 2-PLY-SIMPSON VGT/HDU4 U - 4565 LBS VGT TO TRUSS W/ (16) <br />1M"x3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 114" X 2 1/2" SOS TO POST <br />9a 9b TRUSS CONNECTION L.B.W. <br />POST T0� <br />SCALE: 314"=1'-0" <br />A&B - SIMPSON ABU4 Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB-U:4,565 W/ 618" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-112" NAILS TO POST. <br />A A c N I T I e T I <br />GMeowL <br />Al N. RONALD RFAGAN BL1 <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngrouP.00m <br />AA #: 0003325 <br />0 <br />a <br />1 <br />aunDIV. to LOT: <br />SILVERADO <br />LOT #3 <br />BLK" #13 <br />PROJECT* <br />03719.000-03132 <br />MODEIt <br />"2045-LANTANA" <br />OARAOE BWD90: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />PRINT 8/17/20 <br />DATE: <br />8CALE: 1/4"=1'-0" <br />aIiEET <br />S3.1B <br />