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LWI <br />UPLIFT CONNECTION CROSS-REFERENCE <br />10/p9,1 <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 />I H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />110 - 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. /081 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dxl-1/2 <br />J <br />HT75 <br />4350 <br />3740 <br />5/8" ANCH. 126 1061-1/2" <br />HTT5 <br />3225 <br />518" ANCH. /(28) 10dxl-1/2 <br />* <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />H 7B " <br />6645 <br />56507/8" <br />ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 718" DIA. BOLTS <br />N <br />LUS26 <br />1165/ 070 *' <br />1 0 /91 '* <br />8 -10d x W <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />H1 JS96 <br />1550/3335 ** <br />1335/2820 ** <br />20 -16d x 3 112" <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 />1 MTW20 <br />1 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 2-114" <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 />24-1Od 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 />645 <br />1 555 <br />12-1 Od 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/ 318" 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 />M�if <br />CARRIER <br />. <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 />(8 <br />INTERSECTING <br />POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (8) 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 />102 <br />�y Cq�R�ER A) <br />x CONT <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 F-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 />U V <br />Z <br />c <br />Z <br />Z <br />Q <br />a. <br />V� U <br />c� <br />4--J w <br />�V — <br />O w <br />Lh C!:: <br />�- <br />,V U <br />LU <br />M <br />mo <br />MM <br />= <br />C <br />Q � N <br />L LL. 00 <br />Q rn <br />UQv <br />0 <br />BD. <br />NNC� <br />I/ <br />QI� <br />N O <br />00 <br />N 00 <br />`z G' z <br />•' � IJL r` .� Fil 0. <br />lit �� ° w <br />W0 a <br />LLM LU <br />t+iL�w.Fns�xp.0 ` <br />v4 d I ,• J . <br />''O <br />V0.v <br />To the best of the Engineers knowledge, information and belief, <br />the str u lural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residenfial 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 <br />www.LennarTampa.com <br />g <br />W� <br />z <br />uNU <br />^�Fv� W <br />Co <br />N <br />a <br />V <br />lu <br />a <br />Q <br />Z Z <br />jz <br />z <br />LL <br />Q <br />W <br />o <br />�' <br />o <br />p <br />V <br />L.L <br />. <br />k <br />fV <br />�o <br />z <br />L <br />J <br />Ln <br />0 <br />X <br />Q <br />a <br />z <br />,-� <br />00 <br />z <br />U <br />iln <br />O <br />t <br />5 <br />W <br />_ <br />,� <br />a <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: M]AM ES <br />VERSION NO" 4n0 <br />SHEET NO. <br />7.0 <br />