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FLOOR DECK <br />2z6 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 />A <br />TYPICALLY 10-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=T-9' <br />SIMPSON H6 W/ <br />(8)Bd COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD ON <br />EACH END OF "BUNDLE' <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMP.ON.PH..IH. BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/7' HDG NAILS <br />GIRDERTRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3 4"=1'-0 <br />DBL PT 216 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />INTO LEDGER AND STAGGERED UPPER PtlLYY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELENATION <br />O= <br />�QjUU <br />PER ELEVATION Z,m` <br />1X2 FIRE -STOP <br />4il— <br />Ni <br />Nj #8 WOOD SCREWS jjlllMll <br />x 7' LONG C 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 216; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS 14„ <br />NALPO PAT IIM <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 />,, ON EXTERIOR WALL <br />SCALE: 3/4"=1'A" <br />NOT USED <br />O <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)18d NAILS <br />INTO LEDGER AND 10d (� 3' O.C. <br />#e WOOD SCREWS <br />NOTE: <br />®TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2X6 <br />x 2! LONG 3' O.C.; MI <br />2z4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/(4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS ® EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN nl <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />V-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />IN <br />NAILS ® EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILSINTO <br />a ST. OF FLOOR TRUSS <br />8"CMU WALL <br />AT 16" O.C. AND 8" FROM <br />BLOCKING <br />2X6 IS FOR <br />REINF PER PLAN <br />END W/MIN 5-1/2" EMBED. <br />16d NAILS ®8" O.C. MAX <br />SHEATHING NAILER)(BT <br />PER ELEVATION <br />FLOOR DEC f4" <br />PER ELEVATION PER EVATION <br />1X2 FIRE -STOP <br />LL <br />UUO= <br />N11LN0 PATTERN <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24 M PRE-ENGINEERED WOOD <br />]FEVER <br />GINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN) <br />�,2 O.C. <br />FLOOR TRUSSES (SEE <br />SEE <br />SIMPS <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. REQ. <br />TRUSSAVER�IFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSONHETA-16@ <br />SS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRU S <br />SECTION DETAIL <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />,TO <br />SCALE: 3/4"=1'dY' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />SCALE: 3/4"=1'-0" <br />7 <br />O <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BBLOCKINGG <br />(BLOCKING <br />TRUSS (TYP) <br />0 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />FOR STRAPPING <br />PER ELEVATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2z6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TMM TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/7' <br />.t, <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO, 2 <br />WASHER SET IN HIGH <br />y <br />U < 990 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 />B - (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.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2z6 WOOD BEARING <br />CONNECTION <br />WALL W/ SVP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />. o. <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />1/7' GYP. WL. BD. <br />0' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 tYY' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/ (2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2'k9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-0"0.C, <br />MAX. <br />EPDXY <br />EPDXY 5-1/2" EMBED, MIN. 016' <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'1Y' <br />GABLE END BRACING W/ PRE-ENG <br />o <br />GABLE TRUSS @ CMU WALL <br />MOM roP0ffr,g1 <br />O <br />SCALE: 3/4"=1'-0" <br />.a • <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10tl GALV. NAILS. <br />• E <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 />114"x3"SDS,(1)5/8"6A.T.R. TOHDU4 AND (10)1/4"X21l'SDS TO POST <br />BUSS CONNECTION @ L.B.W. <br />P06TTID&MOCINECTION <br />as 9b <br />SCALE; 3/4"=TZ' <br />A&B - SIMPSON ABU44Z POST BASE <U1,900 GS,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/ 5/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8,(26) 16d x 2-VT NAILS TO POST. <br />6 <br />Groin <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33SU <br />PH: 8134i86-2628 <br />FAX: 813-886-2802 <br />