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:j <br />No <br />a� <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />10 <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 />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 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.! 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8"ANCH./28)10dx1.1/2 <br />K <br />HD <br />13 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD50 • <br />4505 <br />37855/8" <br />ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />I US26 <br />1165/1070 ** <br />1005/915 •• <br />8 -10d x 3" <br />JUS26 <br />111511060** <br />— <br />8- 10d <br />P <br />HUS26 <br />1550/3335 "* <br />1335/2820 *• <br />20 -16d x 31/2" <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" <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" <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 />645 <br />555 <br />1 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 />(B) <br />B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />\r <br />I <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 <br />'FASTEN EACH (8) 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 r). <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 SO. PINE N2 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 />1 02R <br />2 PLY CPIjI� <br />INTERSECTIONS. SPLICING <br />/ <br />x CO T L� <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 />NOTE: SEE SHEET D-1 FOR ROOF 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 />SCALE: %4"=V-0" I <br />O.'a <br />Z o <br />Z <br />Q <br />J <br />a <br />I� Z <br />Ln C9 <br />W' Cn <br />i--J LU <br />U — <br />0 LU <br />I— <br />E <br />v 1 = <br />Ca M <br />O <br />U <br />m <br />a)M <br />LU <br />WW �o <br />C W Cl) <br />°oN <br />Ua3) <br />Sao <br />C y <br />Q CD <br />V7 0'T <br />< 0 <br />A, <br />N C B D C <br />eW <br />r <br />jc)°' <br />cy <br />d °f? <br />Z <br />cy o. <br />1.0 <br />� N f7 •N �i <br />U 5 n- <br />LLZ <br />W N11 /rrs�trt.'IO <br />0U <br />U 0 <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z cV <br />O�n O <br />M O <br />Q M Ln <br />Q LL Ln <br />I� U C <br />0000 <br />z F <br />Q <br />Z M <br />~ <br />J C W <br />d' <br />�Z <br />W <br />za <br />f¢ <br />Z <br />�F <br />�a <br />�z-8UO <br />Q <br />J <br />U <br />Zsz <br />O W zz <br />J <br />�R'j <br />V <br />0.w. g pJ <br />KGB <br />LL <br />J <br />T <br />z <br />UU <br />0 <br />o <br />Q 8 <br />Z <br />LL <br />cn 3 <br />c <br />CU <br />M <br />Cr <br />F <br />1 <br />0 <br />s <br />z <br />U <br />Co <br />^ <br />L.V <br />—i <br />` <br />Lu <br />o <br />o z <br />0 <br />0 <br />�s <br />om� <br />oC <br />Z <br />aoW� <br />�fo <br />20: o <br />J <br />T-1 <br />11J <br />x <br />Q <br />LJ.! <br />Z <br />Q <br />awo <br />o <br />Z <br />In <br />T —I <br />Ln <br />Z <br />t <br />Z <br />o <br />g <br />= <br /><z <br />r, <br />.--I <br />a <br />(J7 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />