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IF <br />FLOOR DECK <br />cm <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16tl 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 />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE3/4"=V-0, <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) 8tl EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSONSP..PH6 BTM. <br />PLATE STRAPS Wl 10d x 1 <br />FLOOR TRUSS OR /2" HDG NAILS 1 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=l'-a' <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />W CMU WALL <br />REINF PER PLAN <br />PER ELEVATION JL <br />O z <br />f55C o= <br />aaQQUU <br />C4 mom= <br />PER ELEVATION <br />1X2 FIRE -STOP <br />�'/q <br />W <br />#8 WOOD SCREWS <br />x 7' LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; «) <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS Je /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 />3 ON EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2.6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 16d NAILS <br />INTO LEDGER AND 10d 3" O.C. <br />#8 WOOD SCREWS <br />OP OF FL TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ O.C.; N1 <br />2x4 BLOCKING @ EA BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16tl <br />S1ORU EURAL SHEATHING <br />4 UP <br />(@TOP 2X4 SUPPORTS BT. <br />BELOW <br />O <br />STAGGERED OFF <br />NAILS !� EA. END <br />MUST NOT BREAK WITHIN <br />PLATE FLR) <br />CENTERLINE OFF 2(6; <br />3/4" AS SHOWN 7�' <br />2x4 BRACE @ 46" O.C. w/ (5) 12d <br />1'4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />'µ <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 />Btl RING SHANK NAILS 4" O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5.lrZ' EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC �I� /4" <br />PER ELEVATION PER ELEVATION <br />i ; <br />�l'DF <br />Z <br />011 <br />NAILING PATTERN <br />U <br />PER ELEVATION m `? <br />PER ELEVATION PER ELEVATION <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 />@'2 O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPS, N HETA-16 0 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REDRy <br />TRUSS <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON6@ <br />W\/ PLAN) <br />AT TRUSSES PARALLEL <br />'O.C. <br />3Y W/T USS <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scALE:34"=1' Y <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />SCALE: 3/4"=1'-0 <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 <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />9� <br />NOT SHOWN FOR CLARITY) <br />MAX <br />11L <br />0 <br />PER ELEVATION <br />I <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/Z' 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 U' 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 6' 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 DBL. TOP PLATE <br />PROVIDE BLOCKING <br />• O• <br />SIMPSON SPH4 OR SPH6 BTM <br />1/4" GYP. WL. BD. <br />O <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 112" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS.2x4 SECUREDEACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3„ <br />1/2'k9" WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />LED 101-" <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />EPDXY 5-1/'Z' EMBED. MIN. @ 16' <br />1 O8 10b 10c <br />OC MAX. <br />SCALE 3/4"=T-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TOPosTCANNECTTON <br />° <br />A - SIMPSON 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 VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4" X 21/Z' SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />� �,� <br />9 <br />POST TO SLABCONNECTXNI <br />`9b <br />SCALE: 3/4"=l'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 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 Wl 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/Z' NAILS TO POST. <br />A R C 8 1 T L C T 8 <br />Grou ion <br />141 N. RONALD REAGAN BU <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-77"078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />4 <br />a <br />4 <br />F <br />a. <br />r <br />rUBDM & LOT: <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT <br />03719.001-1 161 <br />MODEL• <br />"2045—LANTANA" <br />GARAGE 9WM0: <br />RIGHT <br />PAGE: <br />DETAILS <br />5VWPH <br />DA E 07/09/21 <br />acALE: 1/4"=f-0" <br />S3.1B <br />