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I 1 II 1 1 1 1 1 IF I I I I I 1 11 1 1 1'' 11 1 11 11 -I_ _ _—J ' <br />c <br />a> <br />v <br />v <br />x <br />0 <br />n <br />N <br />M <br />GV <br />I <br />m <br />r- <br />LO <br />CV <br />a`> <br />v <br />CD <br />O <br />J <br />N <br />N <br />02 <br />00 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - 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 1 112" <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 />R716A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. l 26 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH.1(28)10dx1-1/2 <br />HD3B * <br />1 0 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />- <br />2 - 5/8" DIA. BOLTS <br />LIM <br />B * <br />4 <br />5/8"ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />- <br />2 - 7/8" DIA. BOLTS <br />HD7B * <br />6645 <br />5650 <br />718" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />- <br />4 - 7/8" DIA. BOLTS <br />1165/1070 *` <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />- <br />8 - 10d <br />P <br />HUS26 <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 />1 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 />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 />HQP2 <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 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 />(B) <br />(B) <br />(A) <br />(+ <br />7 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 <br />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 />LY CARRIER <br />�/02 <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />NT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. <br />NU I t: 5tt bNEE I u-1 1--UK KUUF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL 2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 FOR INFO <br />FOR NAILING INFO.) PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d f CANTILEVER <br />NAILS @ EA. TRUS f FLOOR TRUSS <br />2x4 CONT. RIBBON W/ �� _ ��X\ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END - LI - SEE PLAN <br />TRUSS BRG. <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. SEE PLAN <br />TO BLOCKING LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />rFC03 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN <br />.n <br />Z � <br />z� <br />Z <br />Q <br />0 <br />__j <br />r-1 <br />U) Z <br />Cz <br />U-) Cal <br />W cn <br />4--J lil <br />0 <br />*u — <br />O"' <br />ZD <br />120 <br />E <br />(n '- <br />o 0 <br />m C, <br />U <br />W <br />i, — EE <br />1 — 8 <br />_ <br />of M <br />Cn fa Cl) <br />I? C N <br />05 p <br />tU-co <br />C) <br />-5 co <br />0 <br />po 0 <br />a <br />0 <br />Q oh <br />1i ¢ O <br />B Do <br />Z.F <br />ORL <br />U a' S <br />0: <br />a <br />e-L z� <br />•� <br />m-< <br />LL-a <br />� A tL1 <br />it <br />.N M <br />— <br />$o <br />_ p �'. <br />Cam.• F'� <br />To the best of thf,Engineer's riowledgey fnfornk ' <br />belief, the structure{.plarrs pnd specification Cain l <br />with Ehg, 1616 <br />within these drawings comply orirt;\`- <br />Building Code - Residgnt(pb64h Edition. Ensi//l1aagh?i <br />signature and seal is only tor:fhe eracplrr�itiQlneering <br />portions of the drawing pages bearthjl=`ngineer's signature <br />and seal. <br />O <br />O <br />Z fV <br />0 <br />�> J) <br />z <br />M <br />Q U-) 'gyp <br />CL <br />V n <br />0 <br />Q U- <br />V-4QC U o. <br />z�� <br />WJ <br />0 <br />0z <br />o: <br />O <br />Z g <br />£a <br />z <br />wa80 <br />u <br />J <br />O W <br />Wz <br />Z <br />ry z <br />¢pO[�J <br />C 1 K t n <br />o�u 8 <br />Z <br />VF�O <br />L <br />gz <br />� <br />>v <br />a <br />Q <br />Lam- <br />gz <br />z <br />"A <br />z <br />N <br />z <br />o <br />;� <br />= <br />0 <br />LLI <br />f <br />LL <br />LL <br />Lu o9 <br />O <br />0 <br />Xis <br />O0. <br />z °-j <br />N <br />I� <br />a Z ;¢ <br />Q <br />d- <br />8 2 <br />u <br />Z <br />W <br />,^� <br />Lf) <br />a It 2 <br />a;orz <br />J <br />r-i <br />WLu <br />Q <br />di <br />Z <br />" i?i <br />$~~ <br />�g <br />N <br />k <br />N <br />Z <br />�j <br />z <br />g <br />w <br />-' 0 <br />¢ Cn <br />Z <br />W <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />7.0 <br />