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(2) <br />A <br />(2) <br />A A <br />S3 <br />U <br />CJ1 <br />M <br />tf) <br />to <br />Cl) <br />X31 <br />A <br />S3If <br />A <br />S3 <br />rn <br />v <br />c <br />v <br />Z <br />LO <br />0 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />D1 <br />t2 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />Q <br />a <br />S <br />LO <br />J <br />W <br />o <br />m <br />U <br />J <br />U <br />cc <br />DIED <br />I <br />00 <br />`m <br />ILO <br />(2) A <br />(2) <br />(2) <br />A S3 A <br />-v <br />i <br />rn <br />C <br />3 <br />N <br />G. <br />E <br />E <br />0 <br />v <br />c <br />J <br />Lz <br />U <br />v <br />0 <br />I <br />H <br />U <br />N <br />0 <br />a <br />CL <br />N <br />0 <br />ROOF FRAMING PLAN <br />W <br />SCALE: %4'=1'-0" <br />W <br />c� <br />CJ3 <br />CJ5 <br />EJ7 <br />¢ <br />a <br />¢ <br />a <br />¢ <br />¢ <br />:: <br />'• <br />.. <br />: <br />: <br />•• <br />:. <br />1 1 <br />1 1 <br />f' 1 <br />-- 11 <br />•. <br />a <br />Q <br />CJ5 ' <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7A <br />I <br />EJ7 <br />C7 <br />a <br />EJ7A <br />Di <br />EJ7 <br />I <br />EJ7A <br />EJ7A <br />Q <br />¢ <br />a <br />¢ <br />¢ <br />¢ <br />Q <br />X <br />EJ7A <br />EJ7A <br />EJ7A <br />Q <br />a <br />O <br />¢ <br />CV <br />a <br />Q <br />N <br />m <br />m <br />:m <br />J7A <br />,. <br />EJ7B <br />I /Cj3A <br />A <br />UPLIFT CONNECTION CROSS-REFERENCE <br />ra,e,ra <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 />g - 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 10dxt-112 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dz1-1/2 <br />J <br />HTTS <br />4350 <br />3740 <br />518"ANCH.12610dx1-112" <br />HTT5 <br />3225 <br />5I8"ANCH./(28)10dx1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8"DIA. BOLTS <br />L <br />HD B * <br />4505 <br />3785 <br />5l8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD78 * <br />6645 <br />650 <br />7l8" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 <br />1005l915 ** <br />8 -10d x 3" <br />JUS26 <br />1 t 15/1060** <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 />C! <br />HUS28 <br />2000l4220 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <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 />S <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 1-1/2" <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 />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 P <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 3112 &LOWER. <br />LOADS -- ROOF = L 1360 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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(g) <br />(A) <br />f+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6' <br />i <br />Uf �' <br />zM <br />0 <br />— ON <br />z co <br />z� <br />Q <br />IC✓ I z <br />N <br />+-j w <br />'U <br />Ow <br />