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`v <br />C <br />a> <br />-v <br />S <br />N <br />C:> <br />r` <br />co <br />I <br />i <br />Q <br />N <br />0 <br />0 <br />J <br />0`00 <br />c2 <br />00 <br />N <br />N <br />0 <br />w <br />91 <br />M <br />(2) <br />1-0 <br />2A q <br />S3 <br />) <br />CJ 1 <br />U <br />(j <br />,I, M CJ 1 <br />U U ��1 <br />CJ3 I <br />CJ5 I <br />ZEJ7 <br />EJ7 S3 <br />EJ7 I <br />EJ7 <br />EJ7 <br />D1 <br />EJ7 <br />(2 <br />X <br />M <br />U C� <br />CJ3 <br />CJ5 <br />EJ7 <br />; : <br />;; <br />:: <br />" <br />:: <br />:: <br />• . <br />... <br />... <br />.... <br />... <br />... <br />... <br />..... <br />i l <br />11 <br />1 1 <br />/ 1 <br />.'.'.'. <br />..... <br />.'.'.'. <br />.. <br />cD <br />Q <br />.'.'.'. <br />.'.'.'. <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7A <br />0 <br />Q <br />EJ7A <br />S3 <br />' <br />EJ7A <br />EJ7A. <br />Q <br />.. <br />.... <br />Q <br />... <br />..... <br />U <br />.. <br />.... <br />..... <br />c <br />... <br />..... <br />.... <br />..... <br />I <br />EJ7A <br />I <br />EJ7A <br />EJ7A <br />oo <br />Q <br />N <br />n <br />m <br />aciQ <br />u <br />J7A <br />,• <br />EJ7B <br />Uj <br />C7 <br />EJ713 <br />U'- <br />U <br />U- <br />Uj <br />gCJ5B <br />A <br />J <br />(2) S3 A (2) A (2) <br />A <br />\_v <br />UPLIFT CONNECTION CROSS-REFERENCE <br />10/29/18 <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 />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 1 112" <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. I1810dx1-1/2 <br />HTT4 <br />2715 <br />518"ANCH.I2010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dxl-1/2" <br />HTT5 <br />3225 <br />518" ANCH. /(28)10dxl-1/2 <br />K <br />HD36 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <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 />14-10d x 1-112" <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 />1 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 />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 1 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 1 <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 1480 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 />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) 2A 80. 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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />C5 1 OR CO T 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 />() <br />z M <br />— o <br />z�z <br />Q <br />a <br />V) (9 <br />Q) C <br />4_+ W <br />�U — <br />0 W <br />Cn <br />- <br />0 <br />i� ~ <br />U <br />o 0 <br />LT1 N <br />W <br />1---EP <br />(1)M <br />M <br />ca <br />�C� <br />U <br />N <br />sw00 <br />0 <br />cn <br />Q rn <br />a o <br />v CL <br />rn Q d <br />BID.10 <br />N YC <br />N N <br />V N <br />U)Z W PNOZ � z <br />H <br />w- <br />W a -N� W <br />W Vim'_ � <br />0 - � Cz <br />a� 0 <br />Z 0 o0 <br />� 0 <br />oc <br />a m W <br />W a N,11�LL v <br />1®Q <br />WWW.FDSt� Co <br />di <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's 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 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />wI <br />a0 <br />¢ <br />z <br />u o o <br />O <br />n <br />ouro <br />z U Z Q <br />W ZZ <br />a u <br />'/"'` <br />fLL� <br />V <br />Z <br />Co <br />U W N <br />Vo <br />< <br />_ <br />g z <br />L <br />//�� <br />} <br />a <br />f z <br />u <br />O <br />a <br />J <br />O <br />Q Z <br />o <br />- �" <br />LL <br />O <br />a� <br />E <br />�� <br />U Q a <br />zaZa <br />IN <br />CC <br />u <br />� <br />a <br />aaf� <br />o�06 <br />z <br />Roxx <br />LU <br />J <br />L / <br />r1 <br />Lij <br />jU-5 <br />F< Y o <br />la- <br />gFLU <br />00 <br />N <br />Q <br />Z <br />z <br />Q z <br />Rz <br />m <br />zt7u <br />O <br />oo <br />S <br />= <br />a x <br />rn <br />1--11 <br />a <br />cn <br />S <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO- 4mO <br />SHEET NO. <br />7.0 <br />