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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 />TRUSSENGINEERING <br />2x4 STRONGBACK, <br />LOOR BRACINGTRUSS <br />SCALE: 3/4"=1'-0' <br />Of <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS- <br />SIMPSON H6 W/ 10) 8d EACH END <br />COMMON NAILS, EACHINTO <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 8TM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />PARALLEL TO WALL <br />SCALE 3/4"=1'-0 <br />DBL PT 2x6 BLWNG BETWEEN <br />LEDGER AND 1TRUSSES W/ 10d ® 3" O.C. 1ST PLY <br />STAGGERED UPPER PLYY INTO 2.6 <br />BELOW <br />W CMU WALLSHOWN <br />REINF PER PLAN <br />PER ELEVATION <br />o= <br />QaQVV <br />PER ELEVATION m=r <br />1X2 FIRE -STOP <br />MI <br />#8 WOOD SCREWS �M <br />x 2" LONG 0 3" O.C.; 1111111, <br />STAGGERED OFF <br />x6; <br />CENTERLINE OFF 2MI <br />SIMPSON A23 ItL <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 />3ON EXTERIOR WALL <br />SCALE:34"=1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 26 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 NAILS <br />INTO LEDGER AND ®N O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />OPCONT.OF FL T U <br />(TTOP FLR TRUSS <br />P <br />STAGGERED UPPER PLY INTO <br />x 2' LONG 3" O.C.; <br />MI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />4 <br />BELOW <br />STAGGERED OFF <br />I� <br />NAILS @EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE 048" O.C. w/ (5)12d <br />1'4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />Ipµl <br />NAILS EA. END <br />LINE <br />2x6 CONT. W/ (8) 16tl NAILS <br />DBL ZX8 LEDGER <br />TO CMU W/ 1l7' EXP. BOLT MI <br />8d RING SHANK NAILS 4" O.C. MAX <br />0 BT. OF FLOOR TRUSS <br />(ST. 2X61S FOR WALL <br />8"CMU <br />REINF P <br />AT 16" O.C. AND 8" FROM <br />END W/ MIN 5-12" EMBED. <br />INTO BLOCKING <br />16d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PER ELE <br />FLOOR DEC I'I �/4" <br />PER ELEVATION PER ELEVATION <br />GIIPATo <br />JPLAN <br />NAILING PATTERN <br />U7u�PER <br />E Ej <br />PER ELEVATION PER ELEVATION2x4 <br />24" M PRE-ENGINEERED WOODNAILER <br />PRE-ENGINEERED WOOD <br />P.T. <br />FLOOR TRUSSES (SEE <br />FLOOR (SEE <br />FRAMING PLAN) <br />PRE{NGINEERED WOOD <br />RAMING LAN) <br />FRAMING PLAN)MASONR <br />�,2•D.REPAIR <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FORSIMPSON <br />HETA-16 <br />DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED.EVERY <br />TRUSS (VERIFY <br />1X2 FIRELEDGER <br />INSTALLED TOO LOW <br />SIMPSON HETA-1607 <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32' O.C. MAX. <br />(VERIFY W/TRUSS <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 />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 />O PRE <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TVP) @ 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 />SECURE2x6PT. PLATETOBLK <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />TH CLG, BOARD4x4/4x6 <br />SYP NO. 2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14) 10d <br />FPRE-ENG <br />TRUSS TO TOP PLATE W/ (2)WOOD <br />POST TO <br />STRENGTH EPDXY 6'MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 32'OC MAX. <br />B - (2) SIMPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12tl's 6'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 />PROVIDE BLOCKING <br />• O• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />tOd x 1 tY2' COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d'. C EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2k9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-0"O.C. MAX. <br />EPDXY 5-1/2' EMBED. MIN. 016" <br />108 10b 10c <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />�o <br />GABLE TRUSS @ CMU WALL <br />'" <br />TRUSS TO POST CONNECTION <br />0 <br />SCALE: 3/4"=1'-0" <br />a <br />n• <br />A - 5IMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />* <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'S0"SDS, (1) 5/6- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2' SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />n , nl <br />POST TO SLAB CONNECTION <br />`9a `9b <br />SCALE. 3/4"=l'-0" <br />A&B - SIMPSON ABU44Z POST BASE <1.1:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G10,335 W/ 5/8 DIA, x 6' EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8,(26) 16d x 2-12" NAILS TO POST. <br />A It C N I T L C T t <br />Gao <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7745078 <br />FAX: 407-774,4078 <br />www.abdeslgngroup.com <br />AA #: 000332, <br />O <br />a <br />A � <br />ounDiv. Se Lotil <br />SILVERADO <br />LOT# 3 <br />BLK 16 <br />PROJECTTjT <br />03719.001-03161 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE 811RNO: <br />RIGHT <br />pwGE: <br />DETAILS <br />15Q4PH E B <br />i <br />