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L u _L_LLJ' 1_L.-1I u u r` --- L— � H In t I I II <br />(2) <br />(2) A <br />1-0 <br />A <br />S3 <br />) 1 <br />U <br />U <br />J1 <br />CJ1 <br />M <br />U LO <br />Cl) <br />-� <br />U <br />CJ3 <br />:: <br />IIn <br />0 CJ3 <br />I <br />CJ5 <br />CJ5 <br />EJ7 <br />ER <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />EJ7 <br />(2) <br />: <br />EJ7 <br />:: <br />: <br />.. <br />... <br />.. <br />... <br />..... <br />... <br />11 <br />EJ7 <br />EJ7A <br />I 1 <br />1 1 <br />EJ7 <br />HI1 <br />EJ7A <br />A:. <br />• • <br />... <br />... <br />1 <br />I <br />-- <br />7 <br />D1 <br />EJ7 <br />S3 <br />O <br />i <br />EJ7A a <br />G1 <br />I <br />L7A <br />.'. <br />11 <br />. .:.: . <br />..... <br />.:.:.: . <br />.:.:.:.: <br />......... <br />I' <br />EPA <br />Ca7 <br />X (2 31 <br />ECJ5J1 <br />EJ7A <br />'00 <br />Ue <br />EJ7A <br />: <br />M0 <br />U <br />CJ1 <br />: <br />r <br />37 <br />D1 <br />EJ7A <br />TEJ7B <br />EJ5 <br />I <br />EJ5 <br />EJ7B <br />M <br />I <br />CJ5B <br />.. <br />EJ5 <br />CJ3A <br />;; <br />CJ3 <br />COND. <br />A <br />Q Q <br />U <br />a <br />rn <br />Q <br />a <br />,n <br />Q <br />M <br />a <br />m <br />a <br />m <br />¢ <br />Q; <br />Q <br />_U <br />a <br />Q <br />¢ <br />v <br />Q <br />ca <br />Q <br />oo <br />Q <br />a <br />cu <br />N <br />m <br /><? <br />m <br />v <br />U <br />M <br />U <br />N <br />U <br />�Mi <br />CJ 1 <br />QTFN <br />U <br />(2) A (2) (2) <br />A S3 A A <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />LISP MANUFACTURING, INC. <br />Q <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 10dx1-1/2 <br />HTT4 <br />2715 <br />518" ANCH. 120 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH./ 26 10dx1-1/2" <br />HTT5 <br />3225 <br />518"ANCH. I(28)10dx1-112 <br />K <br />* <br />1 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD56 * <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. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS96 <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 />_ _ <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 3 112" <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" 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 />535 110 <br />- 10d <br />SPT22 <br />685 <br />8-10d <br />SP2 <br />T 1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />P <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 />(++) <br />(A) <br />(+ <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 <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 />�y R�ER <br />1 OR CONT LEDGER <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 />ROOF FRAMING PLAN. <br />Z o <br />Z <br />Q <br />d <br />co z <br />W <br />C <br />w <br />Q <br />*U — <br />Ow <br />(A <br />Mo <br />(/) ~ <br />o <br />mr <br />U <br />L IJ <br />f— E <br />U <br />Cn rNi M <br />C M Cl) <br />O oN <br />= Ili <br />' U (D <br />:E ti CO <br />;Y�o <br />0 <br />ao <br />Q rn <br />Logo'_ <br />rn & o <br />A 1 <br />N (' It 1) C <br />/ <br />e <br />y'oliittt <br />AM <br />� <br />;•. o ., <br />C)a <br />M <br />o <br />z z <br />10 <br />Y <br />C) <br />p NO `�( <br />N f` <br />ry <br />CR <br />LL Uj ig F L. 4 <br />04 <br />_5 T. <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 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 />O <br />z fV <br />O (1) r, <br />U0 tD <br />00 <br />M n <br />a..i <br />Q V 'Op L0 <br />z <br />V) i <br />Ln <br />Q (1) LL Ln <br />zF— Q �M <br />� U CL <br />00 <br />Q � <br />z § E <br />170 <br />z <br />J � <br />W <br />'Cr <br />�_ <br />zaa <br />w a g c, <br />z <br />OQLO <br />2w2� <br />WZZ <br />d% 0 Lu <br />� <br />J <br />T <br />V <br />Z <br />0�8 <br />v z0 <br />T <br />OZ <br />Z Z <br />U <br />Z <br />O <br />V • <br />g <br />Z <br />D <br />-0 <br />ru <br />M <br />LL <br />Ln 3 <br />o <br />a� <br />o <br />U-) <br />— <br />u_ <br />o <br />C)o <br />0 1-4 <br />LL <br />a o <br />J �+� <br />O <br />O <br />JUJ cg <br />U m <br />°a <br />Q <br />�aZ3 <br />w01 <br />z <br />N <br />N <br />� <br />-j <br />.�-i <br />w <br />� <br />�0� <br />=gZ� <br />U <br />N <br />Q <br />z <br />z <br />wLu~ <br />a�Z <br />Im <br />J <br />T <br />� <br />Z <br />:5_ <br />` w <br />J Z <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />