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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2z STUDS <br />SIMPSON H6 W/ (8) 8tl 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 />It <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"=V-0' <br />#8 WOOD SCREWS <br />x 2' LONG a 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.1A <br />8" CMU WALL <br />REINF. PER PLAN � 'X6"TAPCONS <br />Y <br />PER ELEVATION L <br />u <br />o 05�U <br />' c IJOIST (SEE <br />n 0 ? FRAMING PLAN) <br />PER ELEVATION <br />2X4 P.T. CEILING 24• <br />NAILER W/ <br />MASONRY NAILS <br />12' O.Cco . <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" .C.; <br />STAGGERED OFF <br />CENTERLINE <br />6' CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />e <br />D3 W IS T (SEE <br />rc ? FRAMING PLAN) <br />PER ELEVATION A. <br />(2) 2X4 P.T. W/ <br />MASONRY NAILS l—DBL2Xl2 SYP#2 LEDGER. SEE <br />a 17' O.C. BOLT SCHEDULE, 10/S3.tA <br />iy <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=V-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 O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. <br />AIN <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER VA <br />BRACING. SEE PLAN FOR15(1 <br />FOR STRAPPING <br />LOCATION VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" 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) 10d 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 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's W O.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 />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />o- <br />6 MPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. <br />O' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1P2' COMMON NAILS SECURE BT, PLATE TO SLAB W/ <br />1 <br />CONT. 2x4 SECURED W/(2)10d's EACH <br />DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" <br />FILL ALL HOLES, 10d WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS J <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />x 3 <br />EPDXY 5-12" EMBED. MIN. 0 16' <br />00a 10b 1 Oc <br />OC MAX. <br />SCALE' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />8 SCALE 3 4"=1'-0' <br />• <br />A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. <br />• S <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 />1ANYSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' SOS TO POST <br />CONNECTION L.B.W. <br />SSJEUSS <br />PTO SLAB CONNECTION SLAB CONNECTION <br />SCALE 3l4"=1'-0" <br />ABB - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6" EXP, BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. <br />L441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774807E <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />V <br />y <br />J <br />W. <br />F <br />SUDDIV. 8. LOT. <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT# <br />04181.000-30071 <br />MODEL: <br />E401 <br />"2828— ENSLEY' <br />GARAGE StnNC;: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />%160 MPH W . C <br />