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(2) <br />(2) <br />A <br />ALO <br />CMU6) <br />6" OSB <br />@ 7'-0" <br />�17 O CO. <br />vAL <br />CORNER <br />COR <br />c <br />°o <br />v <br />Z <br />rn <br />0 <br />0 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />0000 <br />00 <br />LO <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />m <br />BEARING U.N.O. <br />LOLO <br />a <br />c <br />a� <br />STRUCTURAL <br />rn <br />g <br />SHEATHING 7/16" MIN. <br />J <br />1 <br />NAILED W/ 8d COMMONS <br />5 <br />@3"O.C.@ EDGE&6" <br />00 <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />SEE 3/S5 FOR <br />LO <br />STANDARD <br />00 <br />GABLE END C'3 <br />FRAMING <br />o <br />Q <br />W <br />Fes- <br />0 <br />(2) <br />(2) <br />N <br />A <br />A <br />+ 0 <br />o <br />+ + O <br />9 <br />2X TOP PLATE TO <br />09 <br />GABLE END W/ 16d a <br />NAILS @ 6" O.C. <br />+ + <br />J2X4 <br />STUDS @ 24" O.C. + <br />y <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />o <br />SHEATHING COVERING <br />U <br />0 <br />0 <br />I <br />rGE15 FALSE BEAM GABLE END <br />.o <br />a <br />SCALE: /4" _ ' <br />a <br />N <br />ROOF FRAMING PLAN <br />Cn <br />W <br />SCALE: 14"=1'-0" <br />A <br />S <br />U <br />CJ3 <br />CJ5 <br />EJ7 I <br />I <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />' <br />EJ7 USP HD410F w/ ((10 10d NAILS <br />3/16" TAPCON5 T�P. BEAM TO <br />( (2) 2x12 #2 SYP WD. BM. w1711 <br />EJ7 FLITCH PLATE. BOTT. OF BM <br />18 <br />FG1 D1 <br />TYP. BM T <br />I <br />GE1 <br />I <br />; <br />W W <br />m m m m m co m U <br />U���CJ1 <br />W <br />CJ5V <br />EJ7V <br />(2 <br />X <br />Q <br />Q <br />:: <br />Q <br />:::: <br />Q <br />Q <br />:::: <br />M <br />Q <br />O <br />:::'. <br />r i <br />Q <br />t <br />t <br />I <br />I <br />t <br />I <br />/ <br />-- <br />::: <br />Q <br />f- <br />Q <br />(2) <br />X <br />I <br />I <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />o <br />EJ7VA <br />�' EJ7VA Q <br />::: <br />Q <br />:::: <br />Q <br />O <br />' EJ7VA <br />EJ7V <br />Q <br />r <br />Q <br />M <br />Q <br />rUr� <br />Q <br />EJ7 <br />Q <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />U U <br />J <br />U <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/18 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1 /2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. / 18 10tlx1-112 <br />HTT4 <br />2715 <br />5/8" ANCH. 12D 10tlx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1 26 tOdxi-112" <br />HTTS <br />3225 <br />5/8"ANCH.1(28)10dx1.112 <br />K <br />HD36 * <br />31 0 <br />0 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD B * <br />4 05 <br />78 <br />5/8"ANCH. 3/4"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />D7B * <br />6 45 <br />5650 <br />718"ANCH. 3/4" STUD BOLT <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />1550/3335 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />FZ <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />5 <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T' <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1l2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W! SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3"WEDGE <br />BOLTS <br />,.X., <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />H P2 <br />645 <br />555 <br />12-10d X 1 1/2" <br />* MINIMUM 3"MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L ! 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2 <br />0 <br />Z M <br />_ o <br />z� <br />Z <br />aC <br />a <br />U) z <br />Cn C.9 <br />S.LJ <br />�V — <br />o w <br />r <br />i� <br />