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FLOOR DECK <br />7m/ L <br />2W PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d 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 19-9' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />%-� FLOOR BRACING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD DON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/7' HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />, TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 Z <br />O= <br />UU <br />PER ELEVATION ? <br />1X2 FIRESTOP <br />5� <br />4-1 <br />MI <br />#8 WOOD SCREWS �M = <br />z 7' LONG @ 3" O.C.; lylll�, <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; 41 <br />AS SHOWN <br />SIMPSON A23 <br />Z/ EA TRUSS <br />NAILING GIdPATTERN <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 />2x STUDS PER PLANS <br />21 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 SCREWS <br />NOTE: <br />TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2z6 <br />x T' LONG O.C.; NI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4 16d <br />( ) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />D O <br />II� <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 @ 48" O.C. d (5)12d <br />1". MIN. FROM 2ND. FUR.. <br />FLOOR DECK <br />I�µl <br />NAILS @ EA. END <br />LINE <br />2z6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/Y' EXP. BOLT 4H <br />8d RING SHANK NAILS D.C. <br />GETOF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND 8' FROM <br />M04' <br />NG <br />WALL <br />REINF PER PLAN <br />END W/ MIN 5.12" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC k&4" <br />PER ELEVATION PER ELEVATION <br />LL 3 <br />Z <br />O= <br />NAILING PATTERN <br />PER ELEVATION Fik <br />PER ELEVATION PER ELEVATION <br />7" <br />2x4 P.T. CEILING <br />24'IV <br />PRE-ENGINEERED WOOD <br />M <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />@1To.c. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM BOND BEAMREO. <br />EVERYTRUSS(VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3T' O.C. MAX. <br />(VERIFYW/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 />6 SCALE: 3/4"=1'-0" <br />7 <br />O <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO AYS 4'-0' O.C. (AT <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />SEAMS) (BLOCKING <br />SHEATHING SEA <br />PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />— TRUSS (TYP) <br />@ 24" O.0 <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />- <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/T' HIGH <br />W/9/2" 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 LES W/ 114)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 37'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 B" O.C. MAX <br />GALV. NAILS EA STRAP <br />A 2x4 OR 24 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />O' <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL BD . <br />O <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />•�—2x4 SECURED10d's@.EACH <br />FILL ALL HOLES, DO NOT USE <br />1/Yk9' WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTI <br />TRUSS <br />TRUSS TO BE INSTALLLEDED @ 10'-0" O.C. <br />MAX. <br />10dx3" <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />10a 10b 1 Oi�i <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />('.—'\ <br />GABLE TRUSS @CMU WALL <br />TRLISS TOPOST CONNECTION <br />o <br />scALE: 3 a'=r a <br />a <br />_ <br />A - SIMPSON MTS-12 U <490 LBS W/ (14) tOd GALV. NAILS. <br />• <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />PS <br />C -2-PLY-SIMON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/B"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />�� <br />PosTTOSLA8c0NNECTIWI <br />`tea '�U <br />SCALE: 3/4"=1'-0'• <br />A8B - 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/5/6 DIA. x 6" EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ SWAB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. <br />A R C R I T I C T 3 <br />6 <br />Grou0n <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />'0 <br />Z <br />M <br />0 <br />4 <br />C <br />C4 <br />C <br />SUHDIV. 89 L07% <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />P1iOJECT# <br />03719.001-22141 <br />MODEX— <br />"2045-LANTANA" <br />GARAGE 191F TG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH FA <br />D � 03/02/21 <br />SCALE 1/4"=1'-0" <br />SHEET <br />S3.1B <br />