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SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />#8 WOOD SCREWS <br />2x STUDS <br />EACH END <br />3" O.C.; <br />SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />STAGGERED SHOWNS <br />#8 WOOD SCREWS <br />END EVERY, STUD OR ON <br />DBL 2X8 By#2 LEDGER. <br />x 2" LONG @ 3" O.C.; <br />EACH END F"BUNDLE" <br />SEE FLOOR JOIST LEDGER <br />STAGGERED OFF <br />OF STUDS <br />PLYW8"CMU <br />OONG LOOR <br />SHEATH <br />WALL <br />REINF. PER PLAN <br />y /(� SCHEDULE, 10/53.7A <br />f /�}"X6"TAPCON <br />8" CMU WALL <br />REINF. PER PLAN <br />CENTERLINE <br />�3/4" AS SHOWN <br />WOIST LVLJ PLATE STRAPS W/ 10d x 1 <br />1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />PER ELEVATION A. <br />o <br />0 <br />o <br />PER ELEVATION <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />PER ELEVATION <br />LL �� <br />mom <br />[-JOIST (SEE 3 o N IJOIST (SEE <br />FRAMING PLAN) rc o ? z FRAMING PLAN) <br />PER ELEVATION -. <br />24 Mrvc. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />@ 12" O.C. <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 />�_"�TO BEARING ON EXTERIOR WALL <br />Y SCALE: 3/4" <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-ENGD WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <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 2,6 PT. PLATE TO BLK <br />- r : W/ TRUSS PLAN <br />7W=TO 7OP PLATE <br />5/e" GYPSUM BOARD OR 12" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/2" <br />j, <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 w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. OC MAX. <br />B- 2 SIMPSON MTS12 <br />() <br />DOUBLE TOP PLATE <br />SCHEDULE <br />G BL <br />SECURE GABLE TO 2xe P.T. <br />U < 1420 LBS W/ (14) 10tl <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR a6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />o� <br />PROVIDE BLOCKING <br />•o' <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL BD. <br />AND TOP PLATE ANCHORS W! <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />Wt <br />2x4 SECURED0d's@EACH <br />FILL ALL HOLES, DO NOT USE <br />1/2" 9" WEDGEANCHORW/2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUS@10'-0" O.C. MAX. <br />TRUSCONS TO BE INSTALLED <br />10d 3" <br />x <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />1 Oa 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 />70 7 <br />A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. <br />'� • <br />El- 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) 518"" A.T.R. TO HDU4 AND (10) 1/4" X 212' SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />PmToeLoca•Ecnm <br />A&B -SIMPSON ABU44Z POST BASE <U'1 900 G:5,660 W/ 5/8 DIA. x 6' EAR 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/ 5/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />Vl N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />w .abdeslgngroup.00m <br />AA #: 0003325 <br />s <br />sw- <br />v <br />rn <br />g <br />IN <br />SUHDIV. & MT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK #9 <br />PROJECT# <br />04181.000-16091 <br />MODE7t <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 87111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />6 WV H <br />