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i., <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 />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. 118 10dx1.112 <br />HTT4 <br />2715 <br />518" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 1061-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH, !(28)10dx1-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />H 5B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 718" 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 />LUS26 <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 />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 />1 'Inc <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)1Od 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 />1 1030 <br />1 <br />1 12-10d <br />HCP2 <br />1 645 <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 1360 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 />CARRIER <br />4=44= <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 POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN 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 />1 <br />ifs <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY <br />(A) <br />INTERSECTIONS. SPLICING <br />LEDGER <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 />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 />ROOF FRAMING PLAN <br />!9 <br />93 <br />0 <br />zo <br />z <br />Q <br />13 <br />L) (D <br />Q) <br />C <br />W <br />M r-i <br />�U — <br />Ow <br />W <br />Cm%i <br />�- <br />o <br />o 0 <br />V <br />W <br />U <br />N Cn <br />C f0 M <br />O N <br />_ � <br />iIII '�I.I II V N <br />I; II �'i <br />m 65 <br />0 Ta � <br />fn o.o <br />rn <br />LO <br />rn ¢ o <br />A ® <br />NC --yD. C <br />N40 <br />N d <br />? o;a <br />nor <br />6 <br />i Q _ ��' <br />W <br />a d <br />a i <br />©" <br />9 UA <br />W <br />C9 <br />Q Mee tr <br />c�S: L <br />To the best of the '�tjineet" `o atL, nd <br />belief, the structural 5l6rr5.@nd spe ii'fca` Ions cc4Lq{ n"ed <br />within these drawings corci Kf ,* 1bg>a4AX da <br />Building Code - Residential 6th fore gineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z N <br />0 a <br />z <br />H O <br />M <br />f>3 Ll <br />v) <br />Q L- U- <br />CL' <br />V CL 00 <br />Q � <br />c <br />zCu <br />WJ <br />C:) <br />� Z <br />;R <br />LLJ <br />Za <br />¢f <br />z <br />wZ0 <br />UZ8O <br />Q <br />zOwwQ�Q <br />Z <br />E J <br />R <br />o. 0 <br />�-2 <br />Z <br />OLu <br />L <br />C <br />OZ© <br />Z Z <br />LL <br />4 3 <br />a <br />o <br />O <br />O <br />U <br />= <br />J <br />L`LLL <br />x <br />LL z <br />Q <br />,.1 <br />O <br />JL,I.;u <br />Pis �r <br />O <br />O�•• <br />VV�+ <br />wOOc� <br />�I.� <br />�! <br />LL <br />Z¢O <br />O <br />Lu ix <br />Z <br />Z <br />J <br />a <br />,Lr) <br />W <br />��a <br />N <br />Q <br />Z <br />w~~ ��Z <br />k <br />� <br />Z <br />t <br />z <br />-' O <br />m <br />O <br />Mi <br />w <br />4Z <br />J <br />W <br />= <br />wQ w <br />T-q <br />a <br />(n <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO- 4mO <br />SHEET NO. <br />7.0 <br />