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A <br />A <br />A <br />(2) S3 <br />(2) <br />(2)-41 <br />3 <br />v <br />as <br />v <br />x <br />LO 0 <br />0 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />00 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />7 <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />m <br />BEARING U.N.O. <br />n <br />c <br />a� <br />-v <br />xLO <br />g00 <br />00I, <br />Snow <br />c <br />a� <br />A <br />rn <br />A S3 <br />A <br />(2) <br />(2) <br />3 <br />ao <br />N <br />a <br />E <br />0 <br />x <br />0 <br />c <br />aci <br />f <br />0 <br />U <br />E <br />.) <br />U <br />U <br />G7 <br />.o <br />ao <br />N <br />ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" <br />D <br />D <br />—+ <br />J1 <br />D <br />�p <br />A. <br />C <br />D <br />o0 <br />W <br />0o <br />N <br />W <br />N <br />• —• <br />W <br />oo <br />aJ <br />1 <br />m <br />W <br />,� <br />m <br />n n <br />m <br />n <br />y w cn <br />D <br />< <br />D <br />00 <br />< <br />D <br />41 <br />< <br />D <br />.P <br />< <br />D <br />W <br />< <br />DD <br />fV <br />< <br />> <br />w <br />: Q <br />> <br />Q <br />DD <br />fv <br />< <br />D <br />W <br />< <br />D <br />(Jl <br />< <br />CJ3 <br />:. <br />CJ5 <br />:: <br />:::: <br />:::: <br />E:I ...:.::...... <br />I <br />EJ7 <br />.... <br />.. <br />... <br />... <br />... <br />S5 <br />EJ7 <br />:.. <br />... <br />.. <br />! <br />..... <br />.... <br />...: <br />.... <br />.. <br />... <br />... <br />I <br />I <br />EJ7 <br />' <br />EJ7 <br />' <br />EJ2 <br />. <br />EJ7 <br />:... <br />' <br />EJ2 <br />: <br />' <br />EJ7 y <br />I <br />N <br />EJ2 <br />' <br />EJ7 <br />• <br />EJZ <br />A <br />d <br />' <br />' <br />' <br />EJ2 <br />I <br />1=J7.......... <br />S3 <br />EJ7V <br />X <br />(2) <br />' <br />EJ2 <br />9 <br />S5 <br />EJ7V <br />" <br />tl <br />1 1 <br />'o• <br />EJ2 <br />EJ7VA <br />1 <br />EJ2 <br />' <br />EJ7VA <br />� <br />EJ2 <br />✓2 <br />EJ7VA <br />CJ5V <br />n <br />� <br />EJ5 <br />A <br />CJ3V <br />CJ3 (2) <br />A <br />CJ1 <br />1� <br />< < <br />✓s <br />CJ1 <br />(2) <br />W <br />L <br />UPLIFT CONNECTION CROSS-REFERENCE <br />3/16/38 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNEGTOR <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 />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 />5!8"ANCH. / 18 10dx1.112 <br />HTT4 <br />2715 <br />518" ANCH.120 10dx1-1l2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. ! 26 10dx1.112" <br />HTTS <br />3225 <br />518"ANCH.1(28)10dx1-1/2 <br />K <br />HD36 * <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 <br />4 0 <br />3785 <br />518"ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD78 * <br />6645 <br />5650 <br />718"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/$" DIA, BOLTS <br />N <br />1165/107 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />H <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 />O <br />HUS28 <br />2000l4220 ** <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" <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 />MGTiMUGT <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 />..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 />HCP2 <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 / 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 />ce> <br />cgl <br />c" <br />(A) <br />c <br />c+ <br />1 OR ;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 <br />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. R1 <br />1 <br />-(I�- <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR CON LEDGER <br />(A) <br />INTERSECTIONS. <br />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 />C-9 <br />Z � <br />0 <br />— o <br />z�z <br />Q <br />w <br />Ci) U' <br />w <br />�V — <br />OW <br />c <br />i� <br />