Laserfiche WebLink
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 />(8)8d COMMON NAILS <br />EACH END <br />IJOIST LVLJ PLATE STRAPS W! tOd x 1 <br />12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 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 O �.�PRE-ENGD WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) 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 />_ WI TRUSS PLAN <br />W/ 12" DIA ANCHOR BOLT W/ 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32, OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONIC. POURED <br />LINTEL COURSE <br />CONT, 2X4 SECURED W/ (2) 10d's ® EACH <br />TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0" <br />8" CMU WALL— <br />REINF PER PLAN <br />(2) 2114 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 Wl(14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 1Od <br />GALV. NAILS EA STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />IJOIST (SEE <br />FRAMING PU <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1& <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />PRE-ENG ROOF TRUSS <br />5/6' GYPSUM BOARD OR ,2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE (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 />12"GYP. WL BD <br />SECURE ST. PLATE TO SLAB W/ <br />12'k9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S12" EMBED. MIN. @ 16, <br />OC MAX. <br />(] TRUSS CONNECTION L.B.W. <br />9a 9b SCALE: 3/4"=1'-0 <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />OBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />B" CMU WALL— <br />REINF PER PLAN <br />24" M �' IJOIST (SEE <br />2x4 P.T. CEILING <br />FRAMING PLAN) <br />NAILER W! <br />MASONRY NAILS <br />a 17' O.C. <br />1X2 FIRESTOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />'4 <br />0ROOFTRUSS <br />4x4/44 11 NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />O• <br />TRUSS/WOOD POST CONNECTIONS <br />1 0a 1 0b 1 0c SCALE -'=I-' <br />TRUSS TO POST CONNECTION <br />A - SIMPSON MTS12 U < 990 LBS W/ (14) 1Od GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C-2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS Wl (16) <br />1/4"x3'SOS, (1) 5/8!- AT.R. TO HOU4 AND (10) 1/4" X 21/2' SDS TO POST <br />POST TO BLAB 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 GA0,335 W/ 5/8 DIA x 6' EXP. BOLT <br />C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2'NAILS TO POST. <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />F <br />G <br />C <br />io <br />eC <br />SUBMV. dt LJOT11 <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT* <br />04181.000-07091 <br />WODEL• <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 511WO: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />16 PH E . C <br />001 <br />ZwATZ. 05/06/21 <br />SCALE: 1/4"=f-0" <br />SHEET <br />S3.1B <br />