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FLOOR DECK <br />2x8 PT TERMINATION <br />2x4 3TRONGBW/ SECURED TOJ BLOCKING SECURED TO WALL14F <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" x 4 TAPCONS <br />NAILS PROVIDE TRUSSLAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />�1 FLOOR BRACING <br />SCALE: 3/4'=1'-0' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (6) 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 />SIMPSON SPH4/SPH8 BTM. <br />FLOOR TRUSS PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS R 1/2•HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3' O.C. 1ST PLY <br />INTO LEDGER AND i0d 0 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />sZ <br />83iOU <br />PER ELEV TION ¢ m <br />1X2 FIRE -STOP <br />MI <br />#8 WOOD SCREWS <br />x 2' LONG 0 S.O.C.; <br />STAGGEREDOFF <br />CENTERLINE OFF 2x6; MI <br />3/4' AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS II �/ <br />k814° <br />NAILIN�GJPATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_LEDQER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />�ON EXTERIOR WALL <br />#8 WOOD SCREWS x 2' <br />LONG 0 3' O.C.; <br />STAGGERED NI <br />AS SHOWN IM <br />DBL2X8LEDGER J1111N11 <br />TO CMU W/ 112' EXP. BOLT <br />8' CMU WALL AT 16' O.C. AND 8' fROM M) <br />REINF PER PLAN END W/MIN 5.1/2' EMBED. <br />FLOOR DECK <br />R ELEVATION III 6/4. <br />N � NA4,Ai0 PATTERN <br />02 <br />PER ELEVATION <br />24' M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />0 12' O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4•=1'-O' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLICNG BETWEEN <br />TRUSSES W/ 10d 0 3' O.C. 1ST PLY <br />FLOOR DECK <br />20 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 2x6 <br />x 2' LONG 0 3' O.C.; NI <br />2x4 BLOCKING 0 EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR ) <br />CENTERLINE OFF 2x6; <br />3/4• AS SHOWN <br />2x4 BRACE 0 48' O.C. w/ (5) 12d <br />1'<' MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2' EXP. BOLT Nl <br />8d RING SHANK NAILS 0 4' O.C. MAX <br />0 BT. OF FLOOR TRUSS <br />6' CMU WALL <br />AT 16' O.C. AND 8• FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5.1/2' EMBED. <br />i8d NAILS 0 8' O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4„ <br />PER ELEVATION PER ELEVATION <br />O <br />Z <br />NAILING PATTERN <br />3nUN<V< <br />Q <br />fig$%W <br />PER ELEVATION m <br />PER ELEVATION PER ELEVATION jh <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />T1 <br />FRAMING PLAN) <br />MASONRY NAILS <br />0 12• D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 0 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />EVERYTRUSS(VERIFY <br />i X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/T USS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />3DALE:34=,'-0 <br />PRE-ENG FLOOR TRUSSES <br />6 <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-O' O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (fYP) <br />0 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />REE ATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8• GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2' CIA, ANCHOR BOLT W/ 2' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U <990 LEIS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />IOd TOENAILS <br />SLAB. SEE <br />EMBED, AT 32' OC MAX. <br />8 - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LEIS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8. O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 <br />1/2' GYP. WL. B0. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />1 Od x i 1/2' COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's 0 <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3. <br />112'x9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. <br />x <br />EPDXY 5-1/2' EMBED. MIN. 0 16' <br />1 0a 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4'=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'' <br />TRUSS TO POST CONNECTION <br />SCALE: 3�4•-1'-0' <br />- :a!- °', <br />A - SIMPSON MTS-12 U c 990 LBS W/ (14) 10d GALV. NAILS, <br />- <br />.!c•.A <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'x3'SDS, (1) 5/e•' A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BIDS TO POST <br />TRUSS CONNECTION 0 L.B.W. <br />POBTTOBLABCON1EClM <br />.7C3 AU <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 <U:4,565 W/ 5/8• A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. <br />GWODesign <br />LLr_ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA #: 0003325 i <br />DRAFTIN:RO <br />A.B. DESIGP <br />DRAFTIN5439 BEAUMONT LVD.SUITE 1TAMPA, FLORPH: 81388FAX: 8138 <br />