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IF <br />FLOOR DECK <br />2x6 PT TERMINATION <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" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />�FLOOR BRACING <br />�— SCALE: 3/6'=1'-0" <br />SIMPSON H6 WI <br />(8)Bd COMMON NAILS 2x STUDS <br />31MPSON H6 W/ (8) Bd 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 lt2"HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />., TRUSS PARALLEL TO WALL <br />�" SCALE: 3l4"=1,-0. <br />DRUSSBL PT ESBW/ 1t Od aLtCNG 3ETWO.CEE ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />P R EVATION <br />b <br />ow <br />P NATION <br />1X2 FIRE -STOP <br />5.1/4 <br />7�` <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />SHOWN MI <br />SIMPSON A23 <br />EA. TRUSS !4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3l4"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED MI <br />ASSHOWN 1JIIIINMII <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 18" O.C. AND 6" FROM MI <br />REINF PER PLAN END WI MIN 5-1/2" EMBED. <br />FLOOR DECK <br />R L V T <br />TTTERN <br />0 NAYJNIII PATTERN <br />O <br />z �}gg�{w <br />PERELEVATI i� <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRESTOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=l'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d " O.. <br />� 3C1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />- NOTE: <br />TOP OF FLR TRUSS <br />CAT SHEATHING SEAMS) - <br />BRACE W/ (3)12d @ EA. 4'-0" OXENGUNEEREDWOOD <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />MI <br />TOENAIL INTO TRUSS W/ (4) i6d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2NO FUR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE 48" O.C. w/ (5)12d <br />1'-4" MIN. FROM 2NO. FUR. <br />FLOOR DECK <br />U-0- TO 30'-0" (1) "X" BRACE <br />DBL 2X8 LEDGER <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />@ ST. OF FLOOR TRUSS <br />30'-1- TO 60'-0 (3) -X- BRACE PRE-ENG GABLE <br />"X " <br />TO CMU W/ 1/2" EXP. BOLT MI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />(1) BRACE @ CENTER <br />8" CMU WALL <br />AT i6" O.C. AND 8"FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT Ax SUB -BAND <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />16d NAILS 8" O.C. MAX <br />FROM CENTER TO END. UPRIGHTS OVE <br />PER ELEVATION <br />FLOOR DEC III �A" <br />PER ELEVATION PER ELEVATION <br />1X2 FIRE -STOP <br />(AS PER TRUSS <br />O <br />G11PATT <br />SHEATHING, PLYWOOD SEE <br />NAIL8N0 PATTERN <br />ROOF/WALLIFLOOR <br />3 c0i= <br />SHEATHING <br />FASTENER SCHEDULE" <br />a0, (p�iw <br />R ELEVATION m <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />ON PER <br />lx2, 2x WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES SEE <br />( <br />FRAMING PLAN) <br />SEE ARCHITECTURAL . <br />MASONRY NAILS <br />@ 12" O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />2x SECUREDWI (3) t6d <br />TRUSSES O <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />GALE. COMMON NAILS. 2 <br />lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 @ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32"O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />12"O/C ANDAPPROVAL SECURED W/(2)12d's@ <br />MASONRY BOND BEAM EACH TRUSS <br />(—,-")TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />SCALE: 3/4"=l'-T <br />6 PRE-ENG FLOOR TRUSSES <br />W/ HIP RETURN SCALE: 3/4!'-V-V <br />SCALE: 3/4-=V-9' <br />PRE•ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED, BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />O <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />PLAN <br />TR1188 TO TOP PLATE <br />5/8" GYPSUM BOARD OR 112" HIGH <br />W/ 1/2" DIA. 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 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY T MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" 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 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SVP 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 />. <br />PROVIDE BLOCKING <br />o. <br />♦ <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />0 <br />' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />EACH <br />CONS. 2x4 SECUREDLED <br />FILL ALL HOLES, DO NOT USE <br />12"x9" WEDGE ANCHOR Wl2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />919-9- <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />10dx3" <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />1 O8 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 />0 <br />SCALE: 3/4"=T <br />"a <br />A - SIMPSON MTSA2 U <990 LBS W/ (14)10d GALV. NAILS. <br />• E <br />B - SIMPSON HTS-20 U c 1310 LBS WI (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4NT'SDS, (1) 5/8" A.T.R. TO HOU4 AND (10) 1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />PMTOBLAB CONNECTION <br />SCALE: 3/4"=V-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DU\. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE -U:2,300 GA 0,335 W/ 618 DIA, x 6" EXP. BOLT <br />C • SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 50A.B. WITH MIN. i' <br />EMBEDMENT TO SLAB & (26) l6d x 2-1/2" NAILS TO POST. <br />F-ARCN IT19T86 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoWSigroup.com <br />AA N: 0003325 i <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134886-2628 <br />FAX: 8134386.2802 <br />BVHDIV. fa MT <br />SILVERADO <br />LOT ##1 <br />BLK #14 <br />PROJZCT# <br />03719.000-01141 <br />MODMIt <br />2795—CAMDEN <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />