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E <br />(2) S3 <br />A A A (2) (2) <br />n:�n <br />Cl <br />L" <br />y w` <br />CJ3 <br />D <br />< <br />D <br />< <br />D <br />< <br />D <br />< <br />D <br />D <br />00 <br />14< <br />oo <br />03 <br />du <br />wo <br />n `n <br />Ul <br />CJ3 <br />CJ1J1 <br />1VA2V <br />V: <br />CJ5 <br />101 CJ5 <br />EJ58 <br />:: <br />:::: <br />:::: <br />EJ ............... <br />EJ58 <br />EJ7 <br />J5 <br />CJ5 <br />•; <br />n <br />D 1tC:J3 <br />EJ7 <br />Ira <br />EJ7I <br />• <br />... <br />... <br />... <br />... <br />0 .F1G- <br />w 'N <br />J1 <br />EJ7 <br />aJ31 <br />EJ7 <br />' <br />EJ7 <br />EJ41 <br />: <br />•• <br />m <br />EJ7 <br />" <br />EJ41 I <br />EJ41 <br />EJ7............ <br />: <br />... <br />... <br />... <br />... <br />.. <br />..: <br />EJ41 <br />I <br />3 <br />:. <br />•EJ7V <br />X <br />EJ41 <br />EJ7V <br />11 <br />EJ41 <br />I 1 <br />/ 1 <br />I 1 <br />EJ7VA <br />I <br />1 1 <br />EJ41 <br />; ; ' <br />I 1 <br />EJ7VA <br />CJ31 <br />.. <br />:: <br />..'. <br />0 ti✓Ar <br />J11 <br />EJ7VA <br />... <br />CJ5V <br />EJ4 <br />CJ3V <br />A (2) <br />CJ3 <br />CJ1 <br />�,� O n <br />w cn <br />Ij <br />Ij <br />LI <br />Ll <br />y <br />` <br />w <br />✓A <br />CA <br />� <br />(7 <br />A <br />A S3 &(2) <br />CJ1 <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 1 112" <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% 8-1Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5l8" ANCH. /(20) 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />305 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />5/8" 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. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />116511070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HU 26 <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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />1 14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1Od 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 2-114" <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 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 />(e) <br />e) <br />(A) <br />c+ <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 @ 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 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 />1 OR <br />2 PLY CPRIER� - A) <br />INTERSECTIONS. <br />SPLICING <br />/ 2 <br />x CONT Lt�tGaEERR <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />NU I t: 5tt 5htt I D-1 rUK KUUF FKAMINU 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 />0 <br />z( <br />Z <br />Q <br />J <br />z <br />4--J w <br />p <br />"U <br />Ow <br />Lv <br />1 <br />E <br />0 <br />o0 <br />U <br />W <br />a) co <br />Ltl co <br />® r— E <br />mvM <br />= ai <br />U <br />FL00 <br />a°i <br />�C <br />ran -1, o <br />Ln 0 'T <br />Q rn <br />rn< <br />A I <br />B D. <br />'V <br />, <br />`�!1 <br />... .N <br />CO Ncq <br />oo <br />A� 4 r <br />.L <br />m ..,`, <br />!� <br />U.v <br />tpq N <br />0 -aU) (3)0 <br />Nm '0 <br />c�lr <br />V aE0'. <br />LLW a�QN <br />M <br />-� <br />N <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 5th 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 />ON <br />Z <br />O a) N <br />r,-i � p <br />r>-i M O <br />Q in 1`0 Lfi <br />a V) <br />a) 0 Ln <br />Q <br />F- Q <br />01- U a00 <br />Q %..0 <br />Z <br />J � <br />W <br />0 <br />30 <br />Lu <br />z Qa <br />z <br /><o�a: <br />o: <br />z�0 <br />U <br />z 0 Z Q <br />a.�MaWLu <br />z <br />W <br />�Wo <br />L <br />o� <br />Z O <br />J <br />T <br />Q <br />x w <br />z <br />z <br />IL <br />tN <br />o <br />O <br />O <br />�< <br />U <br />= <br />J <br />V- <br />L.L <br />x <br />o9 <br />aOR <br />ZO <br />M <br />0 <br />-' <br />O <br />o <br />o <br />O <br />Wod <br />U 2 m � <br />y.� <br />T�. <br />L� <br />O¢Oa <br />w < Z J <br />Qow3 <br />1 ` <br />`X <br />�°�o <br />Z <br />z <br />a <br />J <br />r'� <br />W <br />W <br />=quo <br />pwu <br />0 YQ <br />Lu <br />1� <br />Ln <br />Q <br />z <br />Z <br />Lu <br />�Zz <br />o <br />—t <br />= <br />a z <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />'S <br />