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UPLIFT CONNECTION CROSS-REFERENCE <br />7,30,18 <br />A A A A <br />(2) (2) (2) <br />S3 <br />D D D D D D m m D D D D D D D D pp '' n <br />Q ¢ ¢ Q a o0 U U U <br />J AKCJ3A <br />.tDi rn o N .i N m <br />w co cn w Q Q D 71 <br />: :: <br />III <br />CJ58 <br />EJ76 <br />I <br />EJ7B <br />:: : <br />J7A <br />EJ7A <br />EJ7A <br />, , <br />EJ7A <br />Q21, <br />' <br />EJ7A <br />.. : . <br />EJ7A <br />EJ7A <br />EJ7 <br />G <br />i 1 <br />EJ7A <br />; EJ7 <br />' <br />c <br />I' <br />i i <br />o.. <br />.... <br />EJ7 <br />: EJ7 <br />, , ... ... <br />; <br />o <br />0(2) <br />: : <br />EJ7 <br />„ EJ7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />• ; I <br />LO <br />00 <br />EJ7 <br />EJ7 A <br />LO <br />S3 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />EJ7 <br />EJ7 <br />TRUSS TO WALL OR BEAM BELOW TYP a@ INT. <br />BEARING U.N.O. <br />rn <br />CJ5 <br />CJ5 <br />c <br />°' <br />-v <br />CJ3 <br />CJ3 <br />o <br />CJ 1 <br />w <br />cn <br />cn w CJ 1 <br />J <br />L0 <br />L <br />L <br />j <br />I <br />A <br />A S3 <br />(2) <br />v <br />A <br />Q <br />Q2 <br />N <br />a <br />a <br />E <br />O <br />`c <br />c <br />c <br />J <br />y <br />N <br />U <br />0 <br />0 <br />U <br />U <br />N <br />.o <br />a. <br />N <br />O <br />ROOF FRAMING PLAN <br />SCALE: Y4"=1'-0' <br />o <br />c13 <br />(n <br />Sm <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 />F$ <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 1 112" <br />D <br />H3 <br />455 <br />320 <br />$ - $d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1!2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1f2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1!2" <br />F <br />HHETA20 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 -1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X # 1/2"& 8-10dCD <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. 11810dx1.1J2 <br />HTT4 <br />2715 <br />5i8"ANCH. 12010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1-112 <br />HTT5 <br />3225 <br />5/8" ANCH. l(28)10dx1 1l2 <br />K <br />HD B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />H 5 * <br />4505 <br />3785 <br />518" ANCH. 3l4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />_ <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 10d <br />p <br />1550/3335 ** <br />1335/2820 ** <br />20 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1f2" <br />Q <br />HUS28 <br />2000/4220 *� <br />1720/3125 ** <br />30 -16d x 3 1i2" <br />HUS2$ <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 1-112" <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 />14-1Od 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 3/12 &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 />(8) <br />(,. <br />(A) <br />) <br />t OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (") <br />(B <br />INTERSECTING <br />POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rt <br />OR TRUSS <br />1 OR <br />(A) <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES AT <br />INTERSECTIONS. SPLICING <br />CON LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />o <br />(DM <br />d <br />V — <br />� <br />o <br />m N <br />f <br />