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FLOOR DECK <br />2x6 PT TERMINATIONIf <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 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=l'-0" <br />SIMPSON H6 W/ <br />(8)Btl 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 />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 <br />GIRDER TRUSS 1/7'HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE:34"=1'-0 <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER E ED AND 10dPPERL0 INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER EL NATION <br />LL <br />S� <br />Ox <br />�It QjUU <br />PE E EVATION J10m <br />1X2 FIRE -STOP <br />MI <br />WOOD <br />i18 SCREWS �M <br />JIIIIIII _ <br />x 7' LONG @3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />, ON EXTERIOR WALL <br />SCALE:34"=1'-0" <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 FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG a 3" O.C.; N) <br />2x4 BLOCKING a EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16tl <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; I1Y1 <br />3/4" AS SHOWN n' <br />2x4 BRACE ® 48" O.C. wl (5)12d <br />1'4' MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />Iµ <br />NAILS @ EA END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />LEDGER <br />DBL 2X8 LED <br />TO CMU W/ GErz, EXP. BOLT NI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16' O.C. AND e" FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-1/7' EMBED. <br />16d NAILS 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />3 <br />-_ <br />NAILING PATTERN <br />V <br />opppp aUa <br />LLW <br />PER ELEVATION � <br />PER ELEVATION PER ELEVATION <br />24" PRE-ENGINEERED WOOD <br />GINEERED WOOD <br />FEVERY <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN) <br />MASONRY NAILS <br />�,7•D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FORN <br />HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED.TRUSS <br />(VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSONHETA-i6Q <br />SS PLAN) <br />AT TRUSSES PARALLEL <br />37.O.C. MAX <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE: 314"=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />O <br />7 <br />O <br />SCALE: 3/4"=T-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />ST RAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />D PRE-ENG'D <br />WOOD <br />S EE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <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/ 1/7' DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <9W 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 />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />8 - (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 8" O.G. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />WAIL 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 />0 <br />SIMPSON SPH4 OR SPH6 BTM <br />i/7' GNP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS, 2.4 SECURED 0d"EACH <br />'s <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />WEDGEANCHOR Wl Z' <br />WASHER SSIN HIGH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLLEDED 010'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=T-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°` <br />8 <br />TRUSS TOPOST CONNECTION <br />SCALE: 34"=1'-0 <br />°• <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />! <br />8 - 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 />l/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST <br />TRUSS CONNECTION Q L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-0' <br />A&B - SIMPSON ABU44Z POST BASE <U.1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 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 8& 26 16d x 2-1/Y' NAILS TO POST. <br />A I C I I T II C T I <br />Design <br />Grou lna <br />141 N. RONALD REAGAN EID <br />LONGWOOD, FL 32780 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />0 <br />O <br />F <br />a <br />Isual)m ae LOT, <br />SILVERADO <br />LOT# 8 <br />BLK 16 <br />PROJECT1ry <br />03719.001-08161 <br />MODEM <br />"2558-HAWTHORNE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />