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SIMPSON H6 W/ <br />(8)8d COMMONNAILS 2x STUDS <br />SIMPSON HB W/ (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 SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3 4"=1'-0' <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/.3.1A <br />8" CMU WALL, <br />REINF. PER PLAN �' X 6" TAPCONS <br />%1' <br />P VA ION <br />'JOIST (SEE" <br />FRAMING PLAN) <br />r S <br />PER ELEVATION <br />2x4 P.T. CEILING r 24- MAX. <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />SCALE: 3 4"=1'-0' <br />#8 WOOD SCREWS <br />x 2' LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8"CMU WALL 3/4" AS SHOYMJ <br />REINF. PER PLAN <br />PER ELEVATION h, <br />'JOIST (SEE <br />n 0 `z FRAMING PLAN) <br />PER ELEVATION <br />(2) 2.4 P.T. W/ !,r <br />MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE <br />@ 12' O.C. r BOLT SCHEDULE, 10/S3.1A <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=1'-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. (AT <br />o PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION 11. <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRL=TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 1 Od SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN, <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO N8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's WO C. MAX <br />GALV. NAILS EA STRAP 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 />PLATE TO BE PT. <br />BTMJL <br />LINTEL COURSE <br />DBL. TOP PLATE <br />BLOCKING <br />o• <br />SIMPSON SPH4 OR SPH6 BTM WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 1/2" COMMON NAILS T. PLATE TO SLAB W/ <br />CONT. 2X4 SECURED W/ (2) l0ds @ EACH <br />SET INHIGHSTRENGTH <br />FILL ALL HOLES, DO NOT USE EDGE ANCHOR W/2"TRUSS <br />IOd <br />TRUSSMIOOD POST CONNECTIONS <br />TO BE INSTALLED@10'-0"O.C. MAX, <br />x3' <br />1/2" EMBED. MIN. a la. <br />1 Oa 10b 1 Oc <br />SCALE 3/4"=T-tl' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS CMU WALL" <br />T,TO POST CONNECTION <br />SCALE: 3/4"=1'-0' <br />-4• • • <br />A - SIMPS(XJ MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />e /, <br />B- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS,(1)5/8"°A.T.R. TO HDU4 AND (10)1/4"X 210 SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO BLAB CONNECTION <br />SCALE: 3/4"=1'-0' <br />A&B - SIMPSON ABU44Z POST BASE <U:1, 900 G5,660 W/518 DIAL x 6" EXP, BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G: 10,335 W/ 518 DIA x 6" EXP. BOLT <br />C.SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA A: 0003325 <br />K <br />c <br />k <br />aUDDIV. do I40T: <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJIDCT* <br />04181.000-3211 <br />HODZT- <br />4EHB <br />"2605— HAYDEN" <br />0ARA0Z SWING: <br />RIGHT <br />PAGZ: <br />DETAILS <br />(I —JOIST) <br />60 MPH Ey. <br />SE <br />A.A <br />No <br />DwN1E 08/31/21 <br />SCA=: 1/4"=1'-0" <br />DIKE= <br />S3.1B <br />