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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 />SIMPSON H6 W/ <br />(8)8d COMMnN NAZI c <br />EACH END <br />#8 WOOD SCREWS <br />x2"LONG ®3"O.C; <br />STAGGERED AS SHOWN #8 WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. x Z' LONG @ 3' O.C.; <br />SEE FLOOR JOIST LEDGER STAGGERED OFF <br />SCHEDULE, 10/53.1A CENTERLINE <br />8"CMU WALL 8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN �' X E' TAPCONS REINF. PER PLAN <br />PER ELEVATION PER ELEVATION 3�y <br />IJOIST (SEE O a IJOIST (SEE <br />a FRAMING PLAN) �' _ FRAMING PLAN) <br />2 i - H - <br />PE ELEVATION PER ELEVATION A. <br />2.4 P.T. CEILING 24• MAX. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE <br />NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />MASONRY NAILS a 12' O.C. <br />® 12' O.C. <br />1X2 FIRE -STOP _ 1X2 FIRE -STOP <br />IJOIST J LVLJ PLATE STRAPS W/ 10d x 1 <br />, <br />, <br />1/2'HDG NAILS <br />SECTION DETAIL AT <br />SECTION DETAIL AT <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL <br />I -JOIST PERPENDICULAR <br />I -JOIST PARALLEL TO WALL <br />TO EXTERIOR WALL <br />TO BEARING ON EXTERIOR WALL <br />2 <br />4 <br />SCALE:34'=1'-0 <br />SCALE: 3/4"=1'-0 <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS 70 PL. <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ ZU O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />e <br />2X4 DIAGONAL BTM. CHORD <br />PER LEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO 70P PLATE 5/8" GYPSUM BOARD OR 1YI' HIGH <br />W/ IrZ' DIA. ANCHOR BOLT W/ Z' <br />A -SIMPSON MT912 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 6'MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32'OC MAX. <br />B-12)SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14)10tl <br />BELOW FOR <br />PLATE W/ 12d's B" 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 />K. <br />SIMPSON SPHQ OR SPH6 BTM 12" GYP. WL. BD, <br />o• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 if2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />FILL ALL HOLES, DO NOT USE 1/2'x9" WEDGE ANCHOR W/2" <br />1 t IR 1 <br />CONT. 2x4 SECURED W/ (2)10ds 0 EACH <br />TRUSS TO BE INSTALLED@10'-0"O.C. MAX. <br />10d x3" WASHER SET IN HIGH STRENGTH <br />EPDXY S-1/2" EMBED. MIN. 016' <br />JNltaiN <br />/WOOD POST CONNECTION <br />S8(�ll <br />OC MAX. <br />SCALE: 3/4"=1.1. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />• <br />TRUSS TOP08TccNNECTLDN <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />• >• <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'SZ'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21Q" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a 9b SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />M <br />Q <br />1 <br />r <br />8QQ <br />QBQ] <br />Wo <br />av9Dly & I.OT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #11 <br />PILOJECT� <br />04181.000-13111 <br />MODEL <br />E401 <br />"2828—ENSLEY" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH E C <br />2021 <br />SCALE: 1/4"=1'-0" 1 <br />POS'iTO8LASCommi " SHEET <br />A88 - SIMPSON ABU44Z POST BASE 2,300 00 ,335W 51 01 DIAL x E' 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/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)15d x 2-1/2" NAILS TO POST. 11 <br />