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DECK <br />2x6 PT TERMINATIONIf <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" SUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />SCALE: 3/4"=l'-0° <br />(DfLLOOR BRACING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd 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 />i <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/2"HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />��RUSS PARALLEL TO WALL <br />SCALE: 3/4 -T-9' <br />DBL PT 2z6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />6' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O ; <br />0 0 <br />5 0= <br />o �lik� <br />PER ELEVATION K m' <br />1X2 FIRE -STOP <br />-*--/� <br />NI <br />#BWOOD SCREWS <br />x T LONG 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; N) <br />3/4" AS SHOWN <br />SIMPSON A23 JU <br />EA. TRUSS Ilq" <br />�jPA <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 />3 ON EXTERIOR WALL <br />SCALE: 3/4'=l'-9' <br />#8 WOOD SCREWS x 7FLOOR <br />LONG a T'O.C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL 2X8 LEDGER J'llll' <br />TO CMU W/ 12" EXP. BOLT <br />8"CMU WALL AT 16" O.C. AND 6" FROM NI <br />REINF PER PLAN END W/ MIN S12" EMBED. <br />FLOOR DECK <br />PER ELEVATION. I� <br />O ; <br />I� NAILING PATTERN <br />o= <br />0 W <br />PER ELEVATION=z <br />24„ M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />a 17' O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=l'dl" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10tl 03" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING 0 EA. BRACE. <br />NOTE: <br />0 TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />x 7' LONG 3" O.C.; <br />NI <br />STAGGERED OFF <br />TOENAIL INTO TRUSS W/ 14)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />CENTERLINE OFF 2x6; <br />NAILS ®EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2.4 BRACE ® 4S' O.C. w/ (5) 12d <br />1'A" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />'N <br />NAILS EA END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ la, EXP. BOLT NI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />a BT. OF FLOOR TRUSS <br />8' CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X8IS FOR WALL <br />SHEATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS 0 S' O.C. MAX <br />1X2 FIRESTOP <br />PER ELEVATION <br />FLOOR DE III �/q„ <br />pER ELEVATION PER ELEVATION <br />jjk <br />O.r <br />O= <br />NAILING PATTERN <br />U U <br />PER ELEVATION � <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER WI <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRY NAILS <br />®17D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAMREO. BONOBEAM REQ. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3W/T <br />(VERIFY WrTRUSS usfi <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE: 3/4"=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <br />SCALE: 3/4"=1'-0" <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-U' O.C. (AT <br />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 ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA ANCHOR BOLT W/ 7' <br />A - SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4z6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />TRUSS TO TOP PLATE w/ (2) <br />rDOUBLE <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />TOP PLATESCHEDULE <br />SECURE GABLE TO 2di P.T. <br />U < 1420 LBS WI (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 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 />To — <br />PROVIDE BLOCKING <br />SIMPSONSPH4 OR SPH6 BTM <br />1/7' GYP. WL SO. <br />• O <br />AND TOP PLATE ANCHORS WI <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)108s 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2 W' WEDGE ANCHOR Wl 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSSIVVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ®10-0'O.C. MAX. <br />EPDXY 5-112" EMBED. MIN. 0 16' <br />108 10b 10c <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />%Oy'\ <br />GABLE TRUSS @ CMU WALL <br />'' <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0" <br />n°.• _ *. °'° <br />A - SIMPSON MTS-12 U c 990 LBS W/ (14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U 14565 LBS VGT TO TRUSS W/ (16) <br />ll,V-c3"SDS, (1) 5I6- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />`�� `emu <br />SCALE: 3/4"=1'I. <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 8" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x S" EXP. BOLT <br />C.SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. i' <br />EMBEDMENT TO SLAB 8 I= 16d x 2-1/7' NAILS TO POST. <br />A B C N I T E C T 8 <br />6 <br />GrDmou '! In <br />Wi N. RONALD REAGAN BLS <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA M: 0003325 <br />EVSDIV" Aa LOT: <br />SILVERADO <br />LOT #5 <br />BLK #13 <br />PROJmCT* <br />WODELa <br />"2558-HAATHORNE" <br />GARACiZC NVZNG: <br />LEFT <br />PAGE+ <br />DETAILS <br />150 MPH EXP. B <br />�aar� <br />D � 07/09/20 <br />ECAIM 1/4"=V-0" <br />a*== <br />%S3.1B <br />