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(2) <br />(2) <br />A A <br />A <br />C0 <br />✓)` <br />U <br />U U <br />(� (� <br />���` <br />CJ1V <br />CJ1 <br />(2) <br />CJ3V <br />CJ3 A <br />VU <br />U ���` <br />CJ5V <br />CJ11 <br />CJ31 <br />I <br />I <br />A <br />w ' <br />S3 <br />I <br />I <br />o, <br />CJ31 <br />T <br />M y✓ U �, <br />>Tj CJ 1 <br />U <br />... .. ... ::. f`i�:T <br />.1 <br />Q CJ1C <br />• <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />: <br />U CJ3C <br />CN <br />LO <br />co m m CJ5C <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />00 <br />xCN <br />' <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />a <br />BEARING U.N.O. <br />w A <br />S3 <br />z <br />CJ5 <br />CJ5C <br />�p <br />O <br />CJ3C <br />J <br />CJ <br />CJ1C <br />a�lo <br />z <br />to M ti <br />�Sst <br />rn <br />c <br />(2) S3 <br />A <br />0(2)/ <br />(2) <br />A <br />Q <br />00 <br />N <br />i�. <br />E <br />9 <br />al <br />S <br />C <br />c <br />N <br />a <br />N <br />N <br />0 <br />ROOF FRAMING PLAN <br />W <br />Y4"=1'-0" <br />SCALE: <br />Q <br />¢ <br />¢ <br />; <br />¢ <br />¢ <br />EJ4 <br />-- <br />1 1 <br />1 1 <br />1 I <br />1 1 <br />1 <br />1/ <br />t1— <br />m <br />m <br />w <br />W <br />Q <br />I <br />1V <br />A2V <br />V, ; <br />~ <br />¢ <br />~ <br />Q <br />W <br />UPLIFT CONNECTION CROSS-REFERENCE <br />1012118 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 - Sd <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 />145 <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 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH.118 10dx1-112 <br />HTT4 <br />2715 <br />518" ANCH. / 20 10dx1-112 <br />J <br />HTTS <br />4350 <br />3740 <br />518" ANCH.1 26 10dx1-112" <br />HTT5 <br />3225 <br />518" ANCH. l(28 10dx1-112 <br />K <br />1 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />" <br />4 <br />518"ANCH. 314" STUD BOLT <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 <br />64 <br />5650 <br />718"ANCH. 314" STUD BOLT <br />TDX10 <br />7845 <br />— <br />4 - 7/8"DIA. BOLTS <br />N <br />1165/1 70 ** <br />100 /915 *' <br />8 -10d x 3" <br />JUS26 <br />1115l1060*' <br />— <br />8 -10d <br />P <br />1550/3335 *" <br />1335l2820 *' <br />20 -16d x 31/2" <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 />2570l4345 <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 />MTS 16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW 16 <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" <br />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 />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 REQ'D ON ROOF PITCHES 3/12 &LOWER. <br />LOADS --ROOF = L! 360 FLOOR = L / 480 WI 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 />Z Q <br />Z <br />Z <br />Q <br />a <br />+� Z <br />.� w <br />�V — <br />U <br />�� <br />