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FLOOR DECK <br />El <br />2x8 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/(3)16d COMMON W/(6)3116"°x 47APCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY IV-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />OFLOOR BRACING <br />SCALE: 3/4"=1'-0' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON HB 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 />SIMPSON SPH4/SPHB BTM. <br />PLATE STRAPS W710d x 1 <br />FLOOR TRUSS OR 112" HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3 4"=1'-O' <br />qel PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d Q W O.C, <br />STAGGERED UPPER PLY INTO W <br />BELOW <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL •:Y <br />0 U <br />O <br />P R L VATION ? <br />1X2 FIRE -STOP <br />1/4 <br />y--/— <br />#8 WOOD SCREWS <br />x 2" LONG a 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; NI <br />3/4" AS SHOIMJ <br />SIMPSON A23 AL <br />EA. TRUSS /4" <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"=1'-0 <br />O NOT USED <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 SCREWSTOPSTAGGERED <br />UPPER PLY INTO26 <br />x 2" LONG ® 3" O.C.; <br />NI <br />2x4 BLOCKING 0 EA BRACE. <br />TOENAIL INTO TRUSS W/ 4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X44 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS ®EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x8; <br />3/4" AS SHOWN <br />2x4 BRACE ® 4W O.C. w/ (5) 12d <br />VA" MIN. FROM 2ND. FLR, <br />FLOOR DECK <br />NAILS ® EA END <br />LINE <br />2x8 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILSINTO <br />(>g B7. OF FLOOR TRUSS <br />8"CMU WALL <br />AT 18" O.C. AN FROM <br />BLOCKING NG <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />16d NAILS ® 8" O.C. MAX <br />iX2 FIRE -STOP <br />P <br />FLOOR DECK/4„ <br />PER ELEVATION PER ELEVATION <br />LL <br />NAILING PATTERN <br />0 <br />°0 <br />PRE V ? <br />P VT <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />17, O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMP., HETA•180 <br />- <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ.EVERY <br />TRUSS (VERIFY <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-180 <br />W/TRUSS PLAN) <br />TRUSSES PARALLEL <br />(VERIFY W TR MAX <br />32'AT <br />SECTION DETAIL _ <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scnLE:3a"=1'-m <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />O <br />SCALE: 31,V=I�cyl <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'O WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />FOR STRAPPING <br />PER ELEVATION <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE 708LK <br />W/ TRUSS PLAN <br />TRI98 LTO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2" DIA. ANCHOR BOLTW/7' <br />� <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/44 SYP NO, 2 <br />WASHER SET IN HIGH <br />�+j. <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' 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 T02x8 P.T. <br />U < 1420 LBS W7 (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV- NAILS EA. STRAP <br />2x4 OR 2x8 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 />a• <br />8 MPSON SPH4 OR SPHB BTM <br />1/2" GYP. WL. 8D. <br />O' <br />AND TOP PLATE ANCHORS W/ <br />I.d x 1 "2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. CUREDEACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2"x9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 10'-0" O.C. <br />TO INSTALLED <br />MAX. <br />EPDXY 5-1/7' EMBED. MIN. 016' <br />.1 d 1., ,1 <br />1 Oa 1 Ob 1 OC <br />OC MAX <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />TRUSS @ CMU WALL <br />: 41 <br />02� <br />, <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0' <br />'a .: " <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. <br />.. �. <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/ (18) <br />1/4"0"SDS,(1)518" A.T.R. TO HDU4 AND (10)1/4"X 210 SOS 70 POST <br />TRUSS CONNECTION @ L.B.W. <br />9a gp <br />PWTO"CONNECTION <br />SCALE: 3/4"=1'-O" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 GS,W0 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 HTTS POST ON SLAB <UA,565 W/ 5/8' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB a (26) 16d x 2-12" NAILS TO POST. <br />LLC. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdes19n9roW.c <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 10D4 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886-2628 <br />FAX: 813888-2802 <br />DINT <br />AM. 08/O2/21 <br />=AZM 1/4"=1'—O" <br />2*1zw <br />S3.1B <br />