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2x4 STRONGBACK SECURED TO - <br />EACH TRUSS W/ (3) 16d COMMON <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 1U-0" BUT REFER TO <br />TRUSS ENGINEERING <br />FLOOR DECK <br />2x6 PT TERMINATION — <br />BLOCKING SECURED TO WALL <br />W/ (6) 3116" ° x 4 TAPCONS <br />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 />FLOOR TRUSS OR <br />GIRDER TRUSS <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2" HDG NAILS <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 1Od 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />8"CMU WALL— <br />REINF PER PLAN <br />1X2 <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />FLOOR BRACING 2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=V-9' SCALE: 3/4"=T-0' <br />2x STUDS PER PLANS <br />DEL P7 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK <br />INTO LEDGER AND 16d 03" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA. BRACE. <br />BELOW STAGGEREDDOFF NOTE: <br />STAGGERED UPPER PLY INTO 2x6 x 2" LONG 3" O.C.; MI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING <br />CENTERLINE OFF 2,6; I�II� _ NAILS G EA. END MUST NOT BREAK WITHIN <br />3/4" AS SHOWN n1 2x4 BRACE ®48' O.C. w/ (5)12d 1' -0" MIN. FROM 2ND. FLR. <br />//////"'DBL 2X8 LEDGER IR NAILS 0 EA. END LINE <br />8"CMU WALL // AT 16" D.C. AND 6' FROM MI Bd RING SHANK NAILS ®4" O.C. MAX <br />INTO BLOCKING <br />REINF PER PLAN END W/MIN 5-1/2' EMBED. I 16d NAILS @ 8" O.C. MAX <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />12'. O.C. <br />1X2 FIRE -STOP — <br />FLOO III "" <br />NAILING PATTERN <br />PRE -ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />ME LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 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 <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ lrZ' DIA. ANCHOR BOLT W/ 2" <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 &' O.C. MAX <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN):::�/ BOND BEAM RED. BOND BEAM RED. <br />SIMPSON HETA-16 Q ILD <br />32'0 <br />.C. MAX. SECTION DETAIL <br />(VERIFY W/ TRUSS <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />� RE-ENG FLOOR TRUSSES <br />SCALE: 3/4'=T-0' <br />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />TRUSS TO BE INSTALLED® 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />V SCALE: 3/4"=1' O" <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A-SIMPSON MTS12 <br />U < 990 LBS W/ (14)10d <br />GALV. NAILS, <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) iOd <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />iOdx 3" <br />4 1/4 <br />MI <br />#8 WOOD SCREWS IM <br />x2"LONG @3"O.C.; �IIINII <br />STAGGERED OFF <br />CENTERLINE OFF 2.6, NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />NAILING PATTERN <br />�- PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />LEDGER FRAMING PLAN) <br />fll SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />8 <br />2x STUDS PER PLANS <br />2x4 CONT. W/ (4) 16d NAILS <br />TOP OF FLR TRUSS <br />(TOP 2- <br />SUPPORTS BT. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />2x6 CONT. W/ (8) 16d NAILS <br />0 BT. OF FLOOR TRUSS <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 <br />EVERY TRUSS (VERIFY <br />W/TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1/7 HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (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 />1/2" GYP. WL. BD <br />SECURE BT. PLATE TO SLAB W/ <br />1/7Sc9' WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />OC MAX. <br />n, nl TRUSS CONNECTION @ L.B.W. <br />•�Q •emu SCALE: W'=T-0' <br />ROOFTRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION --\u <br />FL#17239 <br />• o• <br />TRUSS/WOOD POST CONNECTIONS <br />1VI�blV <br />SCALE: <br />TRUSS TO POST OONNEOI70N <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. <br />B - SIMPSON HT3-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1W' X 21/7" SDS TO POST <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z 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/ 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 & (25) 16d x 2-117 NAILS TO POST. <br />A7MU.nT�._ <br />i"I Ni RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />N <br />0 <br />y <br />e <br />SU13DIV. 8d LOT: <br />SILVERADO <br />LOT #19 <br />BLK #10 <br />PROJECT# <br />03719.001-19101 <br />MODEL: <br />"2045-LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />5 PH <br />PRINT 7/9721 <br />DATE: <br />SCALE: 1/4"=V-0- <br />SHEET <br />S3.1B <br />