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1450 <br />A <br />(2) <br />A (2) A (2)bw <br />S3 <br />A. <br />D <br />D D .D, cDi, wD Q Q Q Q �v <br />rn o A Co rn U U U T <br />,J <br />w =. Q¢ D n <br />D <br />CJ3A <br />:: <br />CJ5B <br />I <br />EJ76 <br />I <br />EJ7B <br />:: <br />: <br />J7A <br />D .. . <br />G) <br />EJ7A <br />I <br />EVA <br />Li <br />• . <br />EPA <br />X <br />(2 <br />I.. <br />EJ7A <br />... ;.11 <br />EVA <br />: <br />I <br />EJ7A <br />: <br />1 EJ7 <br />I <br />1 1 <br />EJ7A <br />1 <br />EJ7 <br />1 / <br />I <br />: :::: ::: :::: :::: :::: :::: 1 <br />v <br />EJ7 <br />EJ7 <br />;: <br />0(2): <br />: <br />EJ7 <br />:: ; <br />EJ7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />' <br />M <br />EJ7 <br />EJ7 q <br />s3 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />EJ7 <br />EJ7 <br />BEARING U.N.O. <br />CJ5 <br />:; ;; <br />CJ5 <br />c <br />CJ3 <br />CJ3 <br />FE <br />I <br />L <br />g <br />CJ 1 <br />�'' <br />cn <br />crt w CJ 1 <br />rn <br />1 <br />I <br />A <br />A S3 <br />(2) <br />A <br />(2) <br />g' <br />a <br />00 <br />N <br />1.0 <br />0 <br />I <br />eci <br />fE <br />0 <br />a <br />/ <br />a <br />0 <br />N <br />N <br />0 <br />ROOF FRAMING PLAN <br />N <br />W <br />SCALE: Y4'=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />ta,a,te <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />I� <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 -10 x 1 1/2" <br />HTA2 <br />1615 <br />158 <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 />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! " <br />E <br />META20 <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 />5 <br />10 -10d x 1 1!2" <br />G <br />H10A <br />18 -10d x 1 1l2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1!2"& 8-10d <br />H <br />HTT4 <br />3610 <br />10 <br />8" ANCH. f 18 10dx1-112 <br />HTT4 <br />71 <br />518" ANCH. 120 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH, l 26 10dx1-112" <br />HTT5 <br />3225 <br />5/8" ANCH. 128)10dx1.112 <br />` <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />* <br />5l8" ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />718" ANCH. 314"STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA.. BOLTS <br />N <br />1165/1070 `* <br />1 ! 1 *' <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 />O <br />HUS28 <br />2000/4220 " <br />1720/3125 " <br />30 -16d x 31/2" <br />HUS28 <br />2570l4345 <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 1-1/2" <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 8 <br />(7) 1/4" x 2-1/4"3"WEDGE <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <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 />- d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <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 RECI'D ON ROOF PITCHES 3/12 &LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L 1480 W/3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S 8 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 />(B) <br />(A) <br />(+ <br />1 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 (r� 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 />(+) <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 />STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />y q�R�ER <br />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 />M <br />Z <br />Z <br />Q <br />a <br />I� Z <br />�/ <br />cn <br />