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SIMPSON H6 Wl (6) 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 WI <br />(8)8d COMMnN NAIIA <br />EACH END <br />IJOIST — — — — i LVLJ PLATE STRAPS W/ tOd x 1 <br />12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />q I -JOIST PARALLEL TO WALL <br />G 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 />NOT SHOWN FOR CLARITY) O <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 1/7' DIA. ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY U'MIN. <br />EMBED. AT 37 OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/12d's S' O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/(2)10d'e ® 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 />0 SCALE: 3/4"=1'-0" <br />8" CMU WALL— <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ — <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRESTOP- <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A-SIMPSON MT812 <br />U < 990 LBS W/ (14)1 Od <br />GALV. NAILS <br />B-(2)SIMPSON MTS12 <br />U < 1420 LBS W/ (14)10d <br />GALV. NAILS EA STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />1 Odx 3' <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />IJOIST (SEE <br />FRAMING PLI <br />DBL 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 <br />PRE-ENG ROOF TRUSS <br />5/8!'GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />1Sd 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 />12" GYP. WL. BD <br />SECURE ST. PLATE TO SLAB W/ <br />104" WEDGE ANCHOR W/ T <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. 0 16" <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />S9a(i) <br />SCALE: 3/4"=,'•0" <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 />8" CMU WALL— <br />REINF PER PLAN <br />T I` 24" M � I -JOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />a17'OC. <br />1X2FIRE-STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />OROOFTRUSS- <br />40144 SYP NO. 2 <br />WOOD POST TO <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• O• <br />:0 : TRUSS/WOOD POST CONNECTION01 <br />10a 10b 10c SCALE: 3/4"=TZ' <br />TRUSS TO POST CONNEOTION <br />A - SIMPSON MTS-12 U < 990 LBS Wl (14)1 Od GALV. NAILS. <br />B- SIMPSON HTS-20 U <1310 LBS W/ (20) 1Dd GALV. NAILS. <br />C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4N&'SDS, (1) SA"' A.T.R. TO HDU4 AND (10)1/4" X 21/2" BOB TO POST <br />POSITTO SLAB CONNECTION <br />A&S - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x &' EXP. BOLT <br />SIMPSON ABU46Z 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/ &W A.B. WITH MIN. T <br />EMBEDMENT TO SLAB & (26)16d x 2.1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />d <br />fit <br />C <br />ag� <br />4 <br />evBDty & LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJ""' <br />04181.000-22071 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 91rMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />