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A A A <br />(2) S3 <br />A (2) (2) <br />2 <br />_ <br />_ <br />vJ <br />d- <br />A D L <br />y✓, D <br />CJ37A\ <br />' CJ5B <br />Ch <br />W <br />D <br />Ln <br />U <br />D <br />X <br />(2) <br />GDO <br />J <br />CTI <br />W <br />m <br />Q <br />m <br />Q <br />D <br />Q <br />Q <br />Q <br />Q <br />fV <br />A <br />_ _ <br />�1 <br />r <br />�r <br />—v— <br />0) <br />00 <br />OFi>� <br />A <br />!7 <br />W W W rn U U U m <br />7 <br />D1 <br />X <br />(2 <br />I I I <br />Li <br />EJ7 I <br />EJ7 I <br />EJ7 I <br />EJ7 I <br />EJ7 q <br />S3 <br />EJ7 I <br />CJ5 <br />CJ3 I <br />U' w CJ1 <br />L <br />EJ7B <br />EJ76 <br />J7A <br />EJ7A <br />I <br />EJ7A <br />EPA <br />I"000 <br />EJ7A <br />I I <br />I <br />EJ7A <br />I <br />EJ7A <br />EJ7A <br />EJ7 <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 <br />CJ5 <br />CJ3 <br />w ' <br />CJ1 <br />L <br />Of <br />A <br />A S3 <br />(2) 0(2) <br />N <br />C <br />n <br />E <br />iu <br />E <br />0 <br />00 <br />N <br />W <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 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 />1 455 <br />320 <br />18 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 112" <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 - 1 Od x 1 112" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 1061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD36 * <br />3130 <br />30505/8" <br />DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD513 * <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 />LLIS26 <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 - 1Old 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 - 1Od x 1 112" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />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 />x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 112" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 - 10d <br />SPT22 1 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />112 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />5 <br />555 <br />1 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/ 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 />Al' 11 <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. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 />NU I E: 5EE 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 />T: <br />CD t <br />z � <br />_ o <br />Z <br />z <br />Q <br />w <br />Cn CD <br />r� <br />'�--J w <br />r <br />O w I <br />0 <br />o <br />(� CJ m <br />W e) M <br />~ o of cn <br />[2 -0 CO <br />U �CIJ <br />"00 <br />in <br />o a o <br />rn Q o <br />B De <br />.`ia e n. c <br />N �D <br />N <br />M m oC <br />Z LU o -' ° <br />U) <br />W �- 4 z <br />>=moo a <br />&- W V a_ � z z <br />go <br />z 0 -. 10 o - <br />m <br />U) .� 04o m <br />��� <br />Z <br />WLL.a�F,! A <br />owl/rsC O <br />' L <br />Ww�WibSE*u'.CO <br />f. <br />1., • <br />ti ,' <br />it <br />eft! r''('i;if;ta`�\•l <br />To the best of the Engineers 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. 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 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />so <br />�o <br />za <br />�a <br />f� <br />z <br />W a W x <br />rz00 <br />Q <br />n <br />z uj <br />U a <br />O w 2 � <br />J <br />0�� <br />0 <br />V' <br />L <br />8ZO� <br />z <br />G <br />0 <br />ry <br />Ez <br />5 <br />Z <br />lL <br />T� <br />z <br />O <br />J W <br />_ <br />` <br />O�O <br />0 <br />J <br />T <br />LL- <br />O <br />QY� <br />a <br />O <br />U, <br />g��a <br />J <br />N <br />cr <br />zaOZ <br />Q <br />aaz <br />~�0 <br />Z <br />Z <br />rl <br />W <br />250 <br />Q � 2 <br />J <br />W <br />¢z8 <br />tr) <br />W <br />� <br />~�o <br />O <br />Q <br />Z <br />Q z <br />z <br />� <br />��o <br />S O <br />m <br />�TJ/� ,4J <br />k <br />Z <br />:5 <br />J Uj <br />W <br />O <br />,W^ <br />V / <br />� <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />7.0 <br />