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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 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 />_ <br />i <br />c3j <br />61MPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/10dx1 <br />1/2"HDGNAILS <br />WALL / FLOOR FRAMING, <br />[-JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS <br />x 2" LONG Q 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 * }" X 6' TAPCONS <br />�. <br />PER ELEVATION <br />i� <br />IJOIST (SEE' <br />ry 3 FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING 24" Mnx. <br />NAILER W/ ° <br />MASONRY NAILS J X <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'•0" <br />#8 WOOD SCREWS <br />x 7' LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />o u�8s v <br />JOIST (SEE <br />rc m? -''1k FRAMING PLAN) <br />PER ELEVATION <br />(2) 2x4 P.T. W/ DEL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.lA. <br />@ 17' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=l'-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 <br />BRACING. SEE PLAN FOR <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 1/7' 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 37OC MAX. <br />B - (2) SIMPSON MT512 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10tl <br />BELOW FOR <br />PLATE W/ 12d's &' O.C. MAX <br />GALV, NAILS EA. STRAP 2x4 OR 2x6 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 />PROVIDE BLOCKING <br />O• <br />-- <br />SIMPSON SPH4 0R SPH6 BTM 1/7' GYP. WL BD . <br />AND TOP PLATE ANCHORS WI <br />10d x 1 1/7COMMON NAILS SECURE B7. PLATE TO SLAB W/ <br />CONS, 2X4 SECURED ®EACH <br />1FILL 0d 3LL HOLES, DO NOT USE 1rZS19" WEDGE ANCHOR W/T WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS E � <br />10's <br />TRUSS TO BE INSTALLED LED 010'-0" O.C. MAX. <br />TO <br />EPDXY 5-1l1" EMBED. MIN. 6 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 WALLTRU88TOPo8TCONNECT1oN <br />• <br />A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. <br />• <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C-2-PLV-$IMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/6` A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a 9b <br />POST To SLAB CONNECTION <br />SCALE 3/4"=1'-0" <br />A&8 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6' EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 GA0,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 516" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1 <br />a <br />u <br />0 <br />SVHDm ae LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT* <br />04181.000-37071 <br />MODEZA <br />E401 <br />"2828—ENSLEY" <br />GARAGE SNING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />31202 <br />PRINT 09 21 21 <br />DATE: / / <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />s3.1B <br />