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SIMPSON H6 W/(8) 80 <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)00 COMM--- <br />EACH END <br />IJOIST LVLJ PLATE STRAPS W/ 10d x , <br />12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />WOIST PARALLEL TO WALL <br />2 SCALE 3W=V-U' <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT O <br />SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD <br />TRUSS (TYP) ® 24" O.C. <br />NOT SHOWN FOR CLARITY) <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/ 1Q" 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 6' O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) tOd's ® 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 />V SCALE'. 3/4"=l'-0" <br />6' CMU WALL— <br />REINF PER PLAN <br />(2)2x4 P.T. W/ - <br />MASONRY NAILS <br />a 171OC. <br />1X2 FIRE -STOP - <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRLM TO TOP PLATE <br />A-SIMPSON MTS12 <br />U < 9W LBS W/ (14)10d <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 12' 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 />IJOIST (SEE <br />FRAMING PL) <br />DBL 2X12 SYP M2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />4 <br />u <br />PRE-ENG ROOF TRUSS <br />5a' GYPSUM BOARD OR 1rZ' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />214 OR 2X6 WOOD BEARING <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE 70 BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />SECURE BT. PLATE TO SLAB W/ <br />117W WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-117' EMBED. MIN. Q 16' <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b SCALE 3/4"=1'- <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />OBL, 2X8 SYP 02 LEDGER. <br />SEE BOLT SCHEDULE, <br />10IS31A <br />6' CMU WALL— <br />REINF PER PLAN <br />r <br />0 <br />UT <br />U <br />MEZ <br />PER ELEVATION <br />24" M -JOIST (SEE <br />2x4 P.T. CEILING <br />FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />a17'OC. <br />IX2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/1"=1'-0" <br />ROOF TRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FLM77239 <br />• o• <br />•:0 : <br />,,,,� A,,,- ,,,,_ TRUSS/V1/OOD POST CONNECTIONS <br />1 VQ 1 VU 1 VL. SCALE: 3l4"=1'-0" <br />TRUSS TO POST 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 />1/4'x3'SOS, (1) 5/T- A.T.R. TO HDU4 AND (10)1/4" X 21/7' SOS TO POST <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ASU44Z POST BASE <U.1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U,2,300 G.10,335 W/ 518 DIA. x 6' EXR BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5'6' AB. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774AO78 <br />www.abdoWgngroup.com <br />-- AA M: 0003325 _ J <br />Bill-o <br />4 <br />POOR A. L074 <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />P1t0jwT# <br />04181.000-27111 <br />MODMIA <br />3EEB <br />"2260-ELSTON" <br />aAAACM IN IMO: <br />RIGHT <br />PAOl: <br />DETAILS <br />(I -JOIST) <br />160 MPH DR C <br />