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A <br />A <br />A <br />(2) A <br />(2) (2) <br />L <br />j <br />D D D D D <br />D <br />D o0 0o w w pp <br />rn <br />n <br />J1 �' v' <br />< < � � < < 1V A2V V ; <br />w CJ1 <br />CJ3 <br />.... ..: <br />CJ <br />:. <br />CJ5 <br />CJ5 <br />EJ58 A <br />EJ58 <br />: <br />I <br />EJ7 <br />CJ5 <br />.... :::: ::: :: <br />:.' .' :.' : <br />ti�s�11 <br />EJ7 <br />n <br />EJ7 <br />.. <br />CJ1 <br />... <br />::: ::: ::: ::. ::: <br />. . .. . <br />::: F1G• <br />EJ7 <br />; <br />N <br />EJ7 <br />T31 <br />EJ7 <br />EJ41 <br />I <br />EJ7 <br />: <br />EJ41 <br />W <br />EJ41 <br />EJ7............ <br />S3 <br />� <br />EJ41 <br />.. .. <br />; <br />I <br />v <br />EJ7V <br />EJ41 <br />X <br />(2) <br />I <br />o <br />EJ7V <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />11 <br />EJ41 <br />1 <br />t2 <br />EJ7VA <br />/ 1 <br />m <br />N <br />I <br />EJ41 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />1 <br />EJ7VA <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />CJ31 <br />BEARING U.N.O. <br />y�� <br />rl <br />EJ7VA <br />2 <br />CJ5V <br />EJ4 <br />1 <br />I^ <br />CJ3V <br />c <br />CJ3 A <br />.. <br />0 <br />(2) <br />M <br />y✓� <br />w <br />N <br />CJ1 <br />` CJ1 <br />I00 <br />11 <br />11 <br />w <br />< <br />c <br />A <br />x <br />A S3 <br />A <br />(2) <br />(2) <br />0 <br />3 <br />H <br />4 <br />N <br />a <br />E <br />►v— <br />is <br />0 <br />x <br />a <br />v <br />c <br />y <br />N <br />EE <br />0 <br />�I <br />U <br />N <br />.o <br />C. <br />a <br />N <br />t\O <br />M <br />ROOF FRAMING PLAN <br />W <br />SCALE: <br />UPLIFT CONNECTION CROSS-REFERENCE <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. 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 />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 />5l8" ANCH. 118 tOdx1-112 <br />HTT4 <br />2715 <br />5l8" ANCH. 120 10dx1.1I2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8"ANCH.12610dx1-tl2" <br />HTT5 <br />3225 <br />518"ANCH.1(2810dx1.112 <br />* <br />13 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />518 ANCH. 3l4" STUD BOLT <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />645 <br />650 <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 3-1/2" <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 />R <br />MTS12 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1l2" <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 />$60 <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 />64 <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 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 />++) <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/• 6'7 <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 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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />L ROE <br />1 OR CONT LEDGER <br />(A) <br />INTERSECTIONS. SPLICING <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 />Z c <br />Z <br />Z <br />Q <br />a <br />U) Z <br />) C.9 <br />VAl <br />N <br />w <br />O w <br />I' <br />U <br />w <br />o0 <br />�' M M <br />N <br />O O N <br />0 <br />U� <br />�Q� <br />0 <br />Q <br />o <br />I <br />