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FLOOR DECK <br />PT TERMINATION2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16° x 4 TAPCONSNAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 RA CING BACK, <br />1 FLOOORR BRACING <br />SCALE: 3/4"=1'-a' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 21 STUDS <br />SIMPSON 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 />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 12" HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />�� TRUSS PARALLEL TO WALL <br />� scALE:3/4"=1'-a' <br />DBL PT <br />TRUSSESS W// 10d 10d BETWEEN <br />3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ W O.C. <br />STAGGERED UPPER PLY INTO 2X6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />PER ELEVATIO2x8 <br />2x4 P.T. CEILIN <br />NAILERW/ <br />MASONRY NAILDBL <br />0 12" O.C. <br />1X2 FIRE -STOP <br />I <br />MI <br />"WOOD SCREWS 'Y <br />x T LONG 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2,6; NI <br />3/4" A3 SHOWN <br />SIMPSON A23 <br />Z/EATRUSS 4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />2X10 LEDGER FRAMING PLAN) <br />SECTION DETAIL <br />AT TRUSSES BEARING3 <br />ON EXTERIOR WALL <br />SCALE:3/4"=1'-a' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2X6 <br />x 2" LONG @ 3" O.C.; <br />MI <br />2x4 BLOCKING @ EA. BRACE. <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />#8 WOOD SCREWS x 2' <br />BELOW <br />STAGGERED OFF <br />TOENAIL INTO TRUSS W/ (4) 16d <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />LONG @ 3" O.C.; <br />MI <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5) 12d <br />1'-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />STAGGERED <br />AS SHOWN <br />NAILS @ EA. END <br />LINE <br />2X5 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2' EXP. BOLT MI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT <br />e"CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER ) <br />8" CMU WALL AT 16' O.C. AND 6' FROM MI <br />END W/ MIN 5-12" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />END W/ MIN 5-1/Z' EMBED. <br />REINF PER PLAN <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />1X2 FIRE -STOP <br />FLOOR DECK <br />LL 3 <br />PER ELEVATIO ILIII „4„ <br />0�nnv <br />NAILING PATTERN <br />o NAILING PATTERN <br />p <br />Ow2v. <br />PER ELEVATION F,Sr= <br />PER ELEVATION PER ELEVATION <br />0UU <br />T � <br />PER ELEVATION --Z <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24" M <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />- PRE-ENGINEERED WOOD <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />24" M <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />@,2 D.C. <br />ILEDGER <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REO. <br />EVERY TRUSS (VERIFY <br />@1,,NRY <br />1X2FIRE-STOP <br />INSTALLED TOO LOW <br />SIMPSON HETA-16 @ <br />W/TRuss PLAN) <br />1X2 FIRE <br />_U <br />3Z'O.C.MAX. <br />-STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />PLAN) <br />AT TRUSSES PARALLEL <br />��TO <br />EXTERIOR WALL <br />AT PARALLEL /PERPENDICULAR <br />TO EXTERIOR WALL <br />scALE:3/4"=1'-a' <br />PRE-ENG FLOOR TRUSSES <br />AA <br />6 SCALE:34"=1'-0" <br />SCALE 3/4"=T-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'4" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />(TYP) @ 24") O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />JRE-ENG <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/B" GYPSUM BOARD OR 1/Z' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/46 SYP NO, 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />I6d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />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 6' O.C. MAX <br />GALV. NAILS EA. STRAP <br />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 />PROVIDE BLOCKING <br />• o• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />• 0• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3'• <br />12'k9' WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 1aA" O.C. MAX. <br />EPDXY 5-1IT EMBED. MIN. @ 16" <br />1 OC7 10b 1 Oi�i <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />4° <br />o <br />•a° <br />TRUSS TO POST CONNECTION <br />O <br />SCALE: 3l4"=1'-0" <br />° <br />A- SIMPSON MTS-12 U <990 LEIS W/ (14)10d GALV. NAILS. <br />• * <br />B - $1 PSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLYSI MPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SOB TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLABCONNECT10N <br />`hQ `71J <br />SCALE: 3/4"=1'-0" <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 <UA,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. <br />A N C N I T E C TS1 <br />5 <br />Grou0L c. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ebdeelgngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813$86-2828 <br />FAT(: SI%862802 <br />InlNl�ll <br />��mmm3 <br />BLJHDIV. d0 L.OT <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECT# <br />03719.001-15161 <br />MODEL.• <br />3278—JORDYN II <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />15 MPH EXP. C Of <br />