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FLOOR DECK <br />CM <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: 3/4"=V-0' <br />SIMPSON H6 W/ <br />(8)Sd COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD ON <br />EACH END OF "BUNDLINTO <br />E' <br />LE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 <br />GIRDER TRUSS 12"HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=V-0" <br />DRUSSESWI 10d 3' O.CE 1ST PLY <br />LEDGER AND 10d <br />x <br />STAGGERED UPPER PLY INTO 26 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 rZ <br />O= <br />p U <br />K Qw <br />PER ELEVATION E—g <br />1X2 FIRE -STOP <br />Mi <br />#8 WOOD SCREWS �M - <br />x 2' LONG Q 3" O.C.; jllllll, <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: 314"=T-T <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 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d (� O.C. <br />O E <br />NOTE; <br />a TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG QO.C.; MI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />O <br />STAGGERED OFF <br />NAILS ® EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE ® 48" O.C. W (5) 12d <br />1'-0" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS EA. END <br />LINE <br />2x8 CONT. WI (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/7' EXP. BOLT MN <br />Sd RING SHANK NAILS 104" O.C. MAX <br />BT. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16' O.C. AND 6' FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER ) <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />1611 NAILS ® 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC II' �/4„ <br />" <br />PER ELEVATION PER ELEVATION <br />LL <br />�5n 0= <br />�PAU(' <br />NAIUNG PATTERN <br />Oa <br />� <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE- <br />24 M ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <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 />�,2DC <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAMREO BOND BEAM RED. <br />EVERYTRUSS(VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSONHETA-i6� <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW�TRU S <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE 34"=1'-0 <br />C PRE-ENG FLOOR TRUSSES <br />NOT USED <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'-0" O.C. <br />0 PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKINGG <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 112' HIGH <br />W/ 12" 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 <990 LEIS 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 37OC MAX. <br />B - (2) SIMPSON MT512 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 26 P.T. <br />U < 1420 LBS W/ (14) 1 Od <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/ 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 DEL TOP PLATE <br />PROVIDE BLOCKING <br />. 0. <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL BD. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/ (2) 10d's Q <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3' <br />12'k9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. 16" <br />108 10b 10c <br />OC MAX. <br />SCALE: 3/4„=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />Ts,��CONNECTION <br />POST <br />SCALE: 3/4"=1'-0' <br />a <br />n <br />A- SIMPSON MTS-12 U <990 LBS W/ (14) lOd GALV. NAILS. <br />• 8 <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 />1/4N3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />I+OSTTOSLABCONNECTION <br />A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 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 2-1/2' NAILS TO POST. <br />LLC. <br />1441 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 33634 <br />PH: 813886-2628 <br />FAX: 8138862802 <br />JUN <br />1�1 <br />PRINT <br />I)A . 06/09/21 <br />SCALE: <br />SHEET <br />S3.1B <br />