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UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />LISP MANUFACTURING, INC. <br />0 <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 - 1 Od 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 1 112" <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 1/2" <br />F <br />HHETA201 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H10A <br />1 1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Od X 1 1/2"& 8-10d <br />H <br />HTT4 <br />1 3610 <br />3105 <br />5/8"ANCH. /1810dx1-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH.12010dx1�1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1 26 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28)10dxl.112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD B * <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 />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 />14-1Od 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 1 112" <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 W1 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 />24-1Od 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 />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 / 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 />(« <br />) <br />(A) <br />11 (11 <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 />n <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 />elo R� <br />CONT LEDGER <br />+ <br />(A) <br />INTERSECTIONS. <br />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 />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" <br />c� u, <br />z m <br />— o <br />z� <br />Q <br />J <br />LIMz <br />c/) (D <br />Q) cn <br />0(aU <br />w <br />p <br />— <br />w <br />O � <br />H <br />o <br />0 <br />Cn I— <br />0 <br />m ~ <br />U <br />w <br />F— <br />NM <br />C (0 Cl) <br />N"2M <br />— U <br />0 O O <br />tU- w <br />U N <br />^" <br />O T W <br />0 <br />o <br />Q cm <br />0. <br />rnQ o <br />Al <br />B D. <br />o 0 5t es <br />o <br />z <br />E <br />z <br />F, <br />N .� CO C <br />` <br />LL <br />rn ty , <br />ur--- :7( <br />Ile <br />rs <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 />i <br />Z N <br />0 <br />>��o <br />M <br />Q 'p <br />z <br />0 <br />< LL <br />rn <br />z <br />Z E <br />170 <br />J� <br />W <br />oZ <br />w� <br />QZa Sa <br />F. <br />Z <br />Y <br />w ¢ 0 <br />UZOO <br />Q <br />J <br />Z W W Of <br />F=�zz <br />0-�0-W <br />Z <br />�� <br />L <br />OZ <br />Z O <br />a <br />� Z <br />z <br />�..L_ <br />w 3 <br />I� <br />C <br />= <br />0 <br />O <br />o <br />�f <br />O <br />>LL � <br />F� <br />O <br />k' o0 0 <br />J n <br />O <br />w O <br />a <br />N <br />O <br />Z a bQ j <br />za <br />< <br />Q <br />onE0 <br />Z <br />Z <br />oogcg <br />iPLLo <br />LU <br />J <br />Lli <br />,-1 <br />LLI <br />LLI <br />Z <br />0 a <br />g z <br />U <br />w ¢~ <br />M <br />Q <br />a�Z <br />*k <br />Z <br />Z <br />a z <br />o <br />g <br />LJJ <br />J O <br />a Gi <br />z <br />� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSIONNO, <br />10 <br />SHEET NO. <br />7.0 <br />