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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF"BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />,o/ou wn <br />EACH END <br />WOIST LVL_/ PLATE STRAPS W! 10d x 1 <br />la' HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />7; MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION <br />FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />W/ 1/Y' DIA. ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY S' MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's WO C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT, 2x4 SECURED W/ (2)10d'b a EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=T-0' <br />W CMU WALL— <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ - <br />MASONRY NAILS <br />® 17' O.G. <br />1X2 FIRE -STOP - <br />STRAP TRUSS TO Pb. <br />SEE SCHED. BEL" <br />TRU88 T <br />A-.IMPSON MTS1 <br />U <990 LBS W/ (14)10d <br />GALV. NAILS. <br />B - (2) SIMPSON MY,j12 <br />U < 1420 LBS W/ (14)10d <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR $PH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/Z' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />WOIST <br />DEL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />3 SCALE: 3/4"=V-0" <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE wl (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2.6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />PROVIDE DSL TOP PLATE <br />PROVIDE BLOCKING <br />1/Z' GYP. WL BD, <br />SECURE ST. PLATE TO SLAB W/ <br />1/ZW" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. 0 16' <br />OC MAX. <br />CONNECTION L.B.W. <br />9aS,-,)TRUSSSCALE: 3/4"=1'-0" <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENTTO <br />LEDGER BOARDS <br />-DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A <br />8" CMU WALL— <br />REINF PER PLAN <br />o= <br />0_ <br />Qa U <br />PER ELEVATION m=`—Z <br />2x4 P.T. CEILING <br />24" M WOIST (SEE <br />FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />® 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=1' 0" <br />ROOFTRUSS <br />4x4l4x6 SYP NO. 2 <br />WOOD POST TO '11111'".V'�IIIt1 <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />,,,_ ,,,,,- ,,,,_ TRUSS/WOOD POST CONNECTIONS <br />I V Q 1 V V 1 V li SCALE: 3/4"=1' 0" <br />TRlA48 TO P08T CONNECTION <br />A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <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 />1/4NWEIDS, (1) 5/6"° A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST <br />POET TO SLAB CONNECTION <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5l8 DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x S' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4565 W/ 5/8" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 J <br />V <br />g <br />M <br />q� <br />if <br />A <br />k <br />W N W <br />f <br />00 <br />aUBDM & LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT# <br />04181.000-23112 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP C <br />2 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />