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FLOOR DECK <br />129 <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON WI (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 />1 SCALE: 3/4"=1'-0" <br />SIMPSON H6 WI <br />(8�d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD D E" <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 <br />GIRDER TRUSS 1/2"HOGNAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=V-0" <br />DRUSSES WI 10d G 9 TWD.EEN PLY <br />STAGGEINTO RED UPPER PLY INTO 2x8 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />P VATIO <br />O rz <br />o= <br />U <br />PER ENATION � m�< <br />iX2 FIRE -STOP <br />��/q <br />�`-4" <br />NI <br />IL <br />#8 WOOD SCREWS <br />x 2" LONG @ 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />Z/—EA.TRLJSS III �14. <br />NAILINGPATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBE 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />3 SCALE: 3/4"=V-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)1 Sd NAILS <br />INTO LEDGER AND 1 Od G 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />0 TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG C 3" O.C.; NI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS . 4 16d <br />( ) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF �k <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />is i <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />V-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />lA <br />NAILS Q EA. END <br />LINE <br />2x8 CONT. W/ (8) l6d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2` EXP. BOLT NI <br />8d RING SHANK NAILS 4` O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />V CMU WALL <br />AT 16" O.C. AND 8"FROM <br />INTO BLOCKING \ <br />(ST. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN S112" EMBED. <br />16d NAILS ®8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DE 'll 314 <br />PER ELEVATION ELEVATION <br />r <br />GI/1 <br />NAILING ERN <br />MAI0 PATTERN <br />PER ELEVATIONOL <br />PER ELEVATION PER ELEVATION <br />2x4 P,T, CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER WJ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />1z D.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 RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16G <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 />PUS <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SDALE: 3/4"=,•-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <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{NG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />Al-LMIN <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (1YP) <br />@ 24" G.C. <br />?I <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER NATION <br />I <br />FOR STRAPPING <br />o <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 112" HIGH <br />W/ 1/2"DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />?y <br />U c 900 LBS W/ (14) 10d <br />TRUSS TO TOP PLATE wl (2) <br />jF2x4 <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U c 1420 LBS WI (14) 10d <br />BELOW FOR <br />PLATE W112d's S" O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No2 STUDS SEE <br />FL#17238 <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 SPHB BTM <br />1/2" GYP. WL. 80. <br />0 <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />AND TOP PLATE ANCHORS WI <br />tOd x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />SECURE D PLATE TO SLAB WI <br />1l2"x0" WEDGE ANCHOR Wl2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS TO BE INSTALLED QIO'-0"O.C. MAX. <br />10dx3" <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />TRUSS/WOOD POST CONNECTIOkiB <br />1 Oa 10b 10c <br />OC MAX <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'' <br />ea• <br />TRUSS�POST ,,, <br />C) <br />SCALE: 3/4"=1'-0" <br />• <br />A - SIMPSON MTS12 U < 000 LBS W/ (14) 1Od GALV. NAILS. <br /># <br />B - SIMPSON HTS-20 U < 1310 LBS Wl (20)1 Od GALV, NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (IS) <br />1/4"x3"SDS, (1) SI8' A.T.R. TO HOU4 AND (10) 1/4" X 21/2" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />>�� <br />POST TO lECTM <br />SCALE: 3/4"=V-0` <br />A&B - SIMPSON ABU44Z POST BASE <U:1,000 G:5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U*565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST, <br />A A C N I T A C 7174 <br />6 <br />Gr upin" <br />L1441N.NALD REAJO <br />W0D,FL407-774.6407-7744designgroM: <br />e <br />a <br />• <br />BUNDiv. ec LOT. <br />SILVERADO <br />LOT: 9 <br />BLK: 14 <br />PllOJECT�I <br />03719.000-09141 <br />110DELi <br />°2045-LANTANA" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />