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IF <br />FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" " x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 101-T BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE:&4"=1'-0' <br />SIMPSON 146 WI <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Bd 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 SPH4/SPH6 BTM. <br />OR ER TRUSS 12" HDG NAILS <br />FLPLATE STRAPS W/ 10d x 1 RTRUS <br />GIRDER <br />WALL / FLOOR FRAMING, <br />,,-",,TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1 Od @ 3" O.C. 1 ST PLY <br />INTO LEDGER AND 10d @ 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />S" CMU WALL <br />REINF PER PLAN <br />PER ELEVATI N <br />� Z <br />PER EL VATION m <br />1X2 FIRE -STOP <br />5��q <br />—jam <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; � <br />3l4" AS SHOWN <br />SIMPSON A23 JIL <br />EA.TRUSS 4° <br />WkNi dLPATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />BL <br />SEE SCHEDULE 2X_ LEDGER <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />.j ON EXTERIOR WALL <br />#8 WOOD SCREWS x 2" <br />LONG 3" O.C.; <br />STAGGERED IN <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 <br />REINF PER PLAN END W/ MIN 5-12" EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />LL �1111�F(" <br />o, tz WILING PATTERN <br />0 �w <br />PER ELEVATION ZZ <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12' O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=V-W <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLKNG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />T <br />2x4 CONT. WI(4)16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />2x TOP FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />CENTERLINE OFF 2x8; <br />@ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />AS <br />3/4" AS SHOWN <br />2x4 BRACE @ 4NAILS <br />8" O.C. W (5)12d <br />1'4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. WI (8)16d NAILS <br />DBL LEDGER <br />TO MU WI 12' EXP. BOLT <br />C <br />C <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT O.C. AND 8' FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />END W/ MIN 5.12" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC II' �/4„ <br />PER ELEVATION PER ELEVATION <br />O <br />Z <br />-711t11��'" <br />NAILING PATTERN <br />O�� <br />P R ELEVATION <br />PER ELEVATKN PER ELEVATION <br />ly 2x4 P.T. CEILING <br />24 M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER W! <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRY NAILS <br />@,2 D.D. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON <br />SIMPSON HETA-16 @ <br />HETA-16@ <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY USS (VERIFY <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:3l4"=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. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2.6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8' GYPSUM BOARD OR 12" HIGH <br />WI 1/2" DIA. ANCHOR BOLT W12" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />- <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE wl (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 W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2.6 WOOD BEARING <br />CONNECTION <br />WALL WI SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />POURED <br />BTM. PLATE TO BE PT. <br />LINTE <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />O• <br />SIMPSON SPH4 OR SPH6 BTM <br />12"GYP. WL. BD. <br />• o • <br />- <br />10d TOP PLATE ANCHORS W1 <br />tOd x 1 1l2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. <br />19-0- EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1l2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TO BE INSTAUREDLLED <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. <br />LED <br />MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />1 f M 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'" <br />,�, TOPosrcoNNEcnoN <br />O <br />SCALE: 3l4"=1'-0" <br />A-SIMPSON M S-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W! (18) <br />1/4'k3"SDS,(1)5M--A.T.R. TO HDU4 AND (10)1/4" X 212" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POSTToSLAB CONmcno, <br />SCALE: 3/4"=V-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (28) 16d x 2-12" NAILS TO POST. <br />►19NITICT5 <br />6 <br />Grow �n <br />41 N. RONALD REAGAN 8U <br />LONGWOOD, FIL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774.4078 <br />www.abdeslBngroup.oDm <br />AA #: 0003325 <br />Y <br />h <br />M <br />fi <br />C <br />ti <br />>aVSDIV. aIAOT. <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />PmmwT*I <br />03719, 000-11132 <br />MODS <br />°2045-LANTANA" <br />GAR"M 1111MUQI <br />RIGHT <br />PARiM <br />DETAILS <br />150 MPH EXP. B <br />DP TM 8/17/20 <br />SCAM 1/4-=1'-0" <br />8EEM= <br />S3.1B <br />