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SIMPSON H6 WI (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 />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />EACH END <br />(JOIST J LVL-/ PLATE STRAPS W/ 10d x 1 <br />1/7' HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE:3/4"=11- <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-9' O.C. (AT O <br />SHEATHING SEAMS) (BLOCKING TRUSS �.�PRE­ENGIDWO.. 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2X6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ ltz' DIA. ANCHOR SOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6•• MIN. <br />EMBED. AT 37' OC MAX. <br />SECURE GABLE TO 2XS P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT, 2x4 SECURED W/ (2) 1Od's 0 EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3l4"=1'-0" <br />8'CMU WALL— <br />REINF PER PLAN <br />(2) 214 P.T. W/ - <br />MASONRY NAILS <br />® 17' O.C. <br />1X2 FIRE -STOP - <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A-SIMPSON MTS12 <br />U < 990 LBS W/ (14)1 Od <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 1 Od <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPHB BTM <br />AND TOP PLATE ANCHORS W/ <br />1Od x 1 1/Y' 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 />140IST (SEE <br />FRAMING PU <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.IA. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />3 SCALE: 3/4"=,•-0" <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR I2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />1/7' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />1219" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. 0 16" <br />OC MAX. <br />�^ STRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-O•' <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A <br />e" CMU WALL— <br />REINF PER PLAN <br />11' 24" M —I-JOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRESTOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />o• <br />:Q: <br />�Obl <br />TRUSS/WOOD POST CONNECTIONS <br />10a SCALE:34"=1'•0" <br />TRUSS TO POST CONNECTION <br />A- SIMPSON MTS-12 U <9W LBS W/ (14) IOd GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C-2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 21/2" SDS TO POST <br />POST TO SLAB CONNECTION <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6•' EXP. SOLT <br />C - SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5f8" AB. WITH MIN. T <br />EMBEDMENT TO SLAB & (26)16d x 2-1a NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA. #: 0003325 _ J <br />C <br />stmDm Z TAT <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT# <br />041131.000-32121 <br />WODZU <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8TIIDTO: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. G <br />