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SIMPSON H6 W7 (8) 8d <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 H6 VJ/ <br />1818d COMM— ueu - <br />EACH END <br />(JOIST LVLJ PLATE STRAPS W510d x 1 <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION A. <br />IV <br />PER ELEVATION <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 17' O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x2"LONG @WO.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />DBL. 2X8 SYP IR LEDGER. <br />x 2" LONG @ 3" O.C.; <br />SEE FLOOR JOIST LEDGER <br />STAGGERED OFF <br />SCHEDULE, INS31A <br />CENTERLINE <br />—}" X 6" TAPCONS <br />8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN VT <br />A„ / <br />PER ELEVATION <br />(JOIST (SEE F <br />ST (SEE <br />FRAMING PLAN) n oViMINGPIPN)PER LEVATION(2) 2x4 P.T. VW 2 SYP #2 LEDGER. SEE <br />MASONRY NAILS CHEDULE, 10/S31A <br />a17'OC. <br />1X2 FIRE —STOP . . <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />BEARING ON EXTERIOR WALL(DIQ <br />SCALE: as"=r-a' <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 />o PRE-ENG'D V0.70D <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS)(BLOCKING <br />TRUSS TVP <br />( )@24,OC <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <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 12" HIGH <br />W/ 112" DIA. ANCHOR BOLTWU2 <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <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 MT512 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS Wd (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA STRAP <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 />CONIC. POURED <br />BTM. PLATE TO BE Pi. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />lk <br />PROVIDE BLOCKING <br />O <br />•o <br />SIMPSON SPH4 OR SPHB BTM <br />1/2" GYP. WL BO. <br />AND TOP PLATE ANCHORS Wtl <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB Wd <br />CONT. 2x4 SE CURED W/(2)tOd§@EACH <br />FILL AL3.L HOLES, DO NOT USE <br />12"x9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTION <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />10d x <br />EPDXY 5-1/2" EMBED. MIN. @ 16' <br />'� O'a ClOb '� OC <br />OC MAX <br />SCALE <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ <br />„�,,�„ <br />SCALE: 3 4"=1'-tl' <br />• <br />a• <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV NAILS. <br />'� 8 <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TOTRUSS W/ (16) <br />1/4"x3"SDS,(1)5/8""A.T.R. TOHDU4 AND(10)1/4"X212'SDSTOP0ST <br />_b TRUSS <br />CONNECTION L.B.W. <br />9a <br />P08rrO 8LCONNECTION <br />/LB <br />SCALE: 3/4^ 1.0" <br />A&B - SIMPSON ABU447 POST BASE <U: 1,900 G:5,680 W/ 518 DIA x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G: 10,335 W/5/8 DIA x6" EXP. BOLT <br />C - 61MPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1? NAILS TO POST. <br />1441 N. RONALD REAGANBLVD. <br />LONGWOOD, R. 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W Abdit4pWoup.com <br />AA #: 0003325 <br />K <br />IN <br />�yZEZ <br />ii <br />� <br />s <br />O <br />[PROJIMT1101 <br />tn3DIV. 89 LJOT:BBOTT PARKLOT #1 BLK. #14PHASE: 4C <br />0418 04C-01141 <br />MODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE STRING: <br />RIGHT <br />PAGE <br />DETAILS <br />(I —JOIST) <br />160 MPH E <br />7 1021 <br />i�'1Ir�1 �iF. rr'<'1�1� <br />SCALE: 1/4-=1'-0•' <br />SItEET <br />S3.1B <br />