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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />8 MPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />= <br />i <br />SIMPSON SPH4/SPH6 BTM. <br />WOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/7'HDGNAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=l'-0" <br />#8 WOOD SCREWS <br />x 7' LONG C 3" O.C,; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/83.1A <br />8"CMU WALL q <br />REINF. PER PLAN *' X 6" TAPCONS <br />PER ELEVATION <br />MOIST (SEE <br />FRAMING PLAN) <br />PER ELEVAT O ffi <br />2.4 P.T. CEILING 24- MAX <br />NAILER W/ <br />MASONRY NAILS <br />a 17' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />4 TO EXTERIOR WALL <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8"CMU WALL 3/4" A5 SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />o IJOIST (SEE <br />N ? FRAMING PLAN) <br />RERELEVALIgN <br />(2) 2X4 P.T. W/ <br />MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE <br />a 17' O.C. BOLT SCHEDULE, 10/$3.tA. <br />1X2 FIRE-STOP, <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />A TO BEARING ON EXTERIOR WALL <br />4 SCALE: 3/4"=1'-9' <br />PRE£NG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />WOOD <br />Q PRESS <br />SEE SCNED. BELOW <br />TG <br />ROOF TRUSS <br />ROOF <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />(TY <br />NOT SHOWN FOR CLARITY) MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />VATIO <br />BRACING. SEE PLAN FOR FOR STRAPPING <br />LOCATION VERIFY <br />PRE£NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK `2: W/ TRUSS PLAN <br />TRMTOTOPPLATE 5/8" GYPSUM BOARD OR 11' HIGH <br />W/ 1/7' DIA. ANCHOR BOLT W/7'i. <br />A -SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY S' MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's W O.C. MAX <br />GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o• <br />SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/P' COMMON NAILS SECURE PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's ®EACH <br />GE ANCHOR W/ 2' <br />FILL ALL HOLES, DO NOT USE 1/7k9" WEDGE <br />3" WASHER SET IN HIGH STRENGTH <br />TRUSSIWOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 101-0"O.C. MAX. <br />10d x <br />EPDXY 5-1/2" EMBED. MIN. 0 16' <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />,wmTOPORcaN10craN <br />SCALE: 3/Wll'a' <br />• <br />'a <br />A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />• f <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 W/ (16) <br />1/4'k3"SDS, (1) 5/S'° A.T.R. TO HDU4 AND (10)1/4"X 21l2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POWTOOLAB CON�C110N <br />9a gb SCALE: 3W_-V-a' <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/ 5/8 DIA. x 6' EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5e' A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" 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 />L AA #: 0003325 <br />a <br />b <br />a <br />#tk <br />6 <br />C <br />v <br />BTJHDIT7 a IA14 <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJWT <br />04181.000-03131 <br />MODEL: <br />3EFB <br />"2447—ROBIE" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />