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T(2) (2) V <br />A A ID <br />M S3 m r <br />)G Ik <br />�� ^X. <br />i <br />CJ1V CJ1 * MINIMUM <br />** REACTIONS <br />(2) *** DO <br />CJ3V G13 A r <br />EJ4 LOADS <br />CJ5V <br />FLOOR <br />CJ 11 OC <br />- __ <br />' a CJ31 <br />W <br />LGT2 <br />HTS 20 <br />SP1 <br />SP2 <br />3" MEMBER <br />ARE <br />NOT DRIVE NAILS <br />THE PLATE OFF <br />ALL EPDXY ANCHORS <br />NOTE: DOUBLE <br />-- ROOF = L <br />JOIST SPACING <br />FOR CARPET AREA'S <br />2150 1850 <br />1450 1245 <br />585 535 <br />1065 605 <br />645 555 <br />FOR ROOF LOADS ONLY <br />THROUGH THE TRUSS PLATE <br />OF THE TRUSS. <br />USP CIA-7000C <br />FELT REQ'D ON ROOF PITCHES <br />/ 360 FLOOR = L / 480 W/ 3/8" MAX <br />SHALL BE MAX OF 19.2" OC FOR <br />2.0-0 <br />(16)16d SINKERS & LUGT2 1850 1810 <br />(7) 1/4" x 2-1/4" <br />TITENS <br />24-10d X 1 1/2" HTW20 1530 1285 <br />10-10d SPT22 685 <br />12-10d SPT24 1030 <br />12-10d X 1 1/2" <br />ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />3/12 & LOWER. <br />DEFLECTION. <br />HARDWOOD & TILE AREA'S & 24" <br />DROP HIP DETAIL <br />MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />24-10d X 1 1/2" <br />8-10d <br />12-10d <br />o, <br />X (2) <br />. . r <br />A W ' <br />S3 <br />I <br />I <br />I <br />CJ31 <br />*FASTEN EACH (B) <br />POINT SHOWN ON <br />TRUSS TO THE TOP <br />INTERSECTING POINT <br />NAILS. FASTEN BOTTOM <br />THE SAME SPECIFIED <br />IN LIEU OF PREFABRICATED <br />1-8-8 <br />TRUSS WEB TO EACH (A) TRUSS TOP CHORD <br />THE HIP TRUSS SYSTEM BELOW. FASTEN <br />CHORDS OF (A) TRUSSES AT EVERY <br />TO BE FASTENED WITH 2 -16d COMMON <br />CHORD OF (B) TRUSS TO TOP CHORD <br />COMMON NAILS OR GUN NAILS AT 48" <br />HIP PLANING TRUSSES, (B) 2x4 <br />11 <br />(+ I OR 2 PLY <br />CARRIER <br />CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />@ EVERY INTERSECTING <br />TOP CHORDS OF EACH (B) <br />OTHER INTERSECTING POINT (-*). <br />NAILS OR 0.128" x 3" GUN <br />OF CARRIER TRUSS WITH (+) <br />OC. (+) <br />SO. PINE #2 OR #2 PT. STICK <br />(B <br />r <br />LUMBER (LAID FLAT <br />PLANING <br />WISE) MAY BE USED. FOLLOW FASTENING <br />TRUSSES. <br />SCHEDULE AS DEFINED <br />it <br />M ,s,✓ U �,0 <br />FOR HIP <br />R1 <br />(D <br />Q <br />: U i CJ 1 <br />STICK FRAMING SPLICING <br />IS ALLOWED BETWEEN TRUSSES <br />OR AT TRUSS 1 PLY E <br />(A) <br />W a •cv <br />INTERSECTIONS. <br />SPLICING <br />OR LEDGER) <br />r <br />• • • <br />TO BE STAGGERED <br />BETWEEN COMMON TRUSSES, NO CATS <br />REQUIRED UNDER STICK <br />o <br />, ..... • , <br />• • • • • • • • • • • • • • • • • <br />CJ1 C <br />FRAMING SPLICING. <br />MINIMUM LENGTH <br />OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL <br />PROJECTION. <br />• <br />NOTE: SEE SHEET <br />D-1 FOR ROOF FRAMING DETAILS <br />:: ; : <br />Lo <br />Lo <br />CJ3C <br />U <br />.... .....� ... <br />o <br />r > r rn M :. Ln N <br />a a a a a a 1V A2V V.. Q a m m Co m m m CJ5C <br />1. (2) 12d TOENAILS <br />EACH SIDE OF FLOOR <br />is 1 <br />nl IF <br />TRUSS TO <br />WALL OR BEAM BELOW TYP @ INT. <br />Q <br />En <br />BEARING U.N.O. <br />Lu _ A <br />'' S3 <br />CJ5C <br />CJ5 <br />o, <br />o <br />0 <br />CJ3C <br />N <br />00 <br />CJ CJ 1 C <br />L <br />7 <br />co m co <br />v <br />C5 U U ssr <br />(2) S3 <br />a(2)/ a(2)/ <br />A <br />00 <br />0 <br />v <br />a <br />E <br />v <br />F-- <br />a> <br />E <br />0 <br />v <br />c <br />c <br />m <br />J <br />y <br />N <br />i <br />U <br />v <br />c <br />c <br />0 <br />v <br />1 <br />U <br />N <br />'O <br />d <br />CL <br />O <br />N <br />M <br />W <br />ROOF FRAMING <br />PLAN <br />SCALE: %4"=V-0" <br />UPLIFT CONNECTION CROSS-REFERENCE 3/16/18 <br />m <br />uj <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />(� <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 />b <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 />140D <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2"FEE <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.11810dx1-1I2 <br />HTT4 <br />2715 <br />5t8"ANCH.12010dx1-1l2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518"ANCH. ! 26 10dx1-112" <br />HTT5 <br />3225 <br />5/8" ANCH. I(28)10dx1-1l2 <br />K <br />HD3B * <br />313 <br />05 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />7 <br />518"ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />718" 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 />1550i3335 ** <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 1-1/2" <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"(3)m <br />7 <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" EPDXYe"% <br />� r <br />Z M <br />_ o <br />Z <br />z <br />'r/ <br />I <br />to <br />z <br />U <br />