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6645 <br />J <br />` w C_ <br />S6 TYP @ 2 STORY <br />C_ w <br />y <br />CA <br />CJ1 <br />EJ7• <br />1 <br />CJ3 <br />CJ3 <br />X CJ5 <br />CJ5 X <br />(2) <br />' (2) <br />' <br />A7G <br />7 <br />S6 TYP @ 2 STORY <br />A5 <br />A4 <br />. . . . . . <br />. . . . . . <br />. . . . . . . . . . . . . <br />. . . . . . . . . . . . . <br />A3: <br />A2. <br />D <br />�� <br />7!7 <br />L <br />j ' <br />v <br />' <br />m <br />.. 71 <br />o <br />A2 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />all <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />00 <br />A4 <br />• • : <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />m <br />BEARING U.N.O. <br />A5 <br />LO <br />X <br />N <br />J <br />(4) <br />S6 <br />A61 <br />TYP @ 2 STORY <br />o <br />X <br />A7G1 <br />c <br />(4) <br />0 <br />J <br />CJ5 <br />1 <br />0 <br />N <br />S5 SIM. W/ BLOCKING <br />0 <br />i <br />CJ3 <br />- <br />m <br />N <br />� <br />CA <br />M1 <br />r7 <br />1-7 <br />0 <br />L L L <br />w cn <br />P. <br />J <br />� <br />G <br />S6 TYP. @ 2 STORY <br />X <br />i <br />(4) <br />a <br />E <br />E <br />0 <br />c <br />L� <br />0 <br />0 <br />c <br />CS <br />U <br />N <br />.o <br />a <br />N <br />O <br />ROOF FRAMING PLAN <br />W <br />SCALE: /4'=V-0" <br />UPLIFT CONNECTION CROSS—REFERENCEtoo <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. A <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 />14 <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 />4 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"8i 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH.118 tOdx1-112 <br />HTT4 <br />2715 <br />518" ANCH.120 10dx1-1l2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1 26 10dx1-1/2" <br />HTT5 <br />3225 <br />518" ANCH. I(28) 10dxt-112 <br />K <br />H B * <br />1 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8"DIA. BOLTS <br />L <br />518" ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS_(D <br />M <br />H 76 * <br />5650 <br />718" ANCH. 314"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 />1115l1060** <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 3-1l2" <br />C! <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 />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"LL <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 1-1l2" <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 />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- Od 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 REGI'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 8 TILE AREA'S 8 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0 <br />Z (h <br />Z <br />Z <br />a <br />�V� U <br />'w <br />O c <br />E <br />� <br />m <br />U <br />� rNi ch <br />O O N <br />¢ rn <br />�Qo <br />N•C <br />