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FLOOR DECK <br />_ <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 19-Y' SUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-0" <br />SIMPSON CO H6 W/ <br />(8)8tl COMMON NAILS 2� STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD DON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />\Y/� <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/7, HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SDALE:34„=,'-0 <br />DBL PT 26 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d OW O,C <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />W CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />OZ�. <br />fSL1 0= <br />O �$Sa <br />P R ELEVATION C m <br />1X2 FIRE -STOP <br />1 <br />NI <br />#8 WOOD SCREWS 'M <br />x 7' LONG 0 3" O.C.; j1111Ni' <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA TRUSS <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />BL 2X_LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3ON EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DEL PT 2.6 BLK'NG BETWEEN <br />TRUSSES W/ IDd 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />INTO LEDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />0 TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2.6 <br />x 7' LONG 0 3" O.C.; <br />NI <br />2x4 BLOCKING a EA, BRACE. <br />TOENAIL INTO TRUSS W/ (4) 18d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE 0 48' O.C. wl (5)12d <br />1'-4"MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />nl <br />IN <br />NAILS 0 EA END <br />LINE <br />2x6 CONT. W/ (8) l6d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT MI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />9 CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER <br />PER PLAN <br />END W/ MIN 5-1/T' EMBED. <br />16d NAILS 0 8" O.C. MAX <br />1X2 IRE -STOP <br />PER ELEVATION <br />FLOOR DEC If I �'4. <br />PER ELEVATION PER ELEVATION <br />3 <br />'�IIPATT" <br />O <br />NAtl.INO PATTERN <br />h <br />PER ELEVATION N � <br />PER ELEVATION PER ELEVATION <br />24" PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN) <br />FRAMING PLAN) <br />MASONRY NAILS <br />017 D.D. <br />FLOOR TRUSSES (SEE <br />FOR SEE SCHEDULE FOR <br />SIMPSORUSS( <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RE <br />BOND BEAM RED. BOND BEAM REQ.. <br />(VERIFY <br />EVERY TRUSS (VERIFY <br />,X2 FIRESTDP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />37O.C. <br />(VERIFYW/TRUSS USS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />6DALE:34"=,'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <br />O <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSER <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATI N <br />FOR STRAPPING <br />0 <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/7' HIGH <br />W/ 1/7' DIA. ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />TRUSS TO TOP PLATE w/(2) <br />rTOP <br />WOOD POST TO <br />STRENGTH EPDXY W MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />PIATE <br />SCHEDULE <br />SECURE GABLE TO2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FORPLATE <br />W/ 12ds 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 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 SPHB BTM <br />1/7' GYP. WL. SD. <br />O' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB Wl <br />CONT. 20 SECURED W/ (2)10d's 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />1/7'19' WEDGE ANCHOR W/ 7 <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-0'O.C. <br />MAX. <br />EPDXY 5-i/7' EMBED. MIN. @ 16" <br />10a 10b 10c <br />OC MAX. <br />SCALE: 3/4"=l'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ <br />TRUSS TO POET CONNECTION990U <br />SCALE: 314"=1'-0" <br />- <br />e <br />a° . <br />A - SIMPSON MTS-12 < SS W/ (14) tOd GALV. NAILS. <br />-12U U990 <br />• S <br />B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'W"SIDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SOS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-0' <br />A&S - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/6 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" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & 26 16tl x 2-1/2" NAILS TO POST. <br />6 <br />Grouoibaw- <br />1441 <br />N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 A <br />ausDm ds I.OT <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PIiOJMCT# <br />03719.001-02161 <br />MODEIA <br />"2558-HAWTHORNE" <br />O/►R/►Offi 871IINO: <br />LEFT <br />PAOZ: <br />DETAILS <br />150 MPH EXP. B <br />