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SIMPSON H6 WN (B) Sd <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 HS W/ <br />(e)8d COMM—u°u e <br />EACH END <br />IJOIST � LVL_/ PLATE STRAPS W/ tOdx l <br />1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />N �C� <br />PER ELEVATION A. <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 12' O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O. C.; <br />AS SHOWN <br />08 WOOD SCREWS <br />DBL. 2X8 P #2 LEDGER. <br />x 2" LONG ® 3" O.C.; <br />[STAGGERED <br />BEFLOORSYJOIST LEDGER <br />STAGGERED OFF <br />SCHEDULE, 10B3.1A <br />CENTERLINE <br />W CMU WALL <br />_ <br />3/4" AS SHOWN <br />X 6" TAPCONS <br />REINF. PER PLAN <br />R EL VATION <br />a <br />IJOIST (SEE <br />' <br />IJOIST (SEE <br />FRAMINGPLAN) <br />i <br />FRAMING PLAN) <br />PER ELEVATION <br />21" MAx. <br />(2) 2x4 P.T. WI <br />?� <br />DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS <br />(m12, O.C. <br />1r <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />0TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=l'-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-fY' O.C. (AT STRAP TRUSSTOPL. PRE-ENG <br />o PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ Zr O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD PER ELEVATION <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING SIM <br />VERIFY PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TR1188 TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2' DIA. ANCHOR BOLT W/2" A - SIMPSON MTS12 STRENGTH CLG BOARD 4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wd (2) WOOD POST TO <br />STRENGTH EPDXY 8" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE <br />EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE 70P PLATE SCHEDULE <br />SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10tl BELOW FOR <br />PLATE W/ 12d's 3' O C. MAX GALV. NAILS EA STRAP hy2x4 OR 2x6 WOOD BEARING CONNECTION <br />WALL W/ SYP No 2 STUDS SEE FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED BTM. PLATE TO BE PT. <br />LINTEL COURSE PROVIDE DBL. TOP PLATE 14. <br />O• <br />PROVIDE BLOCKING <br />:p: <br />SIMPSON SPH4 OR SPFO BTM 12" GYP. WL 80. <br />AND TOP PLATE ANCHORS W/ <br />tOd x 11 <br />COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />x4 CONT. 2SECURED W/ (2)10d's ® EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ Z' <br />TRUSS TO BE INSTALLED® 10'-0'O.C. MAX. 10d x3' WASHER SET IN HIGHSTRENGTH TRUSS/WOOD POST CONNECTIONS <br />EPDXY 5-12 EMBED. MIN. a 16' 1 Oa 10b 1 Oc SCALE: 3�4"=1'-tl' <br />OC MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL „ „�2011014 <br />SCALE: 3/4"=1'-0" 'a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />PM CONNE <br /># • B-BIMPSON 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 212" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. POST M BLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U.1,000 G5,660 W/ 518 DIA x@' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x T 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77 078 <br />FAX: 407-774-4078 <br />wwwLbdosigngroup.com <br />AA #: 0003325 <br />4 <br />SUDDIV. Sc LOT. <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE:4C <br />PROJl.CT# <br />04181.04C-091 1 <br />MOD371 <br />4EHB <br />"2605- HAYDEN" <br />OAR40M asutO: <br />LEFT <br />PAOi4: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />ow <br />D TO 12/7/21 <br />SCALE: 1/4"=1'-0" <br />aHmmT <br />s3.1B <br />