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i <br />c <br />aD <br />LO <br />rn <br />0 <br />r- <br />r- <br />ij <br />/ <br />m <br />d- <br />rn <br />o: <br />a <br />S <br />M <br />O <br />O <br />J <br />r- <br />n <br />O <br />lv- <br />00 <br />N <br />00 <br />CV <br />w <br />M <br />(2) <br />1-0 <br />2A <br />A <br />S3 <br />U� <br />CJ1 <br />CJ1 <br />M <br />ULO <br />U <br />CJ3 <br />„ <br />Cl) <br />U <br />LO <br />CJ3 <br />CJ5 <br />CJ5 <br />EJ7 <br />I <br />EJ7 <br />I <br />„ <br />A <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />EJ7 <br />(2) <br />X <br />—�— <br />EJ7 <br />:: <br />11 <br />EJ7 <br />EJ7A <br />` <br />EJ7 <br />A <br />EJ7A <br />... <br />1 1 <br />, , <br />7 <br />EJ7 <br />S3 <br />EJ7A <br />; <br />G1 <br />EJ7A <br />''' .... <br />''' .... <br />..'.'.'. <br />N �j J11 <br />U <br />... <br />.. <br />... <br />.... <br />P. <br />I! <br />EJ7A <br />C7 <br />Q <br />(2 CJ31 <br />X <br />EJ51 _ <br />EJ7A <br />C� <br />EDA <br />M <br />CJ1 <br />' <br />t7 <br />GA <br />—,EJ7A <br />............ <br />... <br />i <br />o. <br />EJ76 <br />EJ5 <br />EJ5 <br />EJ7B <br />m <br />CJ5B <br />EJ5 <br />CJ3 <br />CJ3A <br />;; <br />A <br />LO <br />U U <br />Q <br />O <br />Q <br />n <br />Q <br />L>7 <br />Q <br />c% <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />• CN <br />, Q <br />d' <br />Q <br />(D <br />Q <br />CO <br />Q� <br />N <br />m <br />r <br />m <br />V <br />U <br />M <br />U <br />N <br />U <br />U <br />� <br />U <br />CJ 1 <br />Q <br />a <br />a <br />U <br />U <br />(2) A (2) (2) <br />A S3 A A <br />UPLIFT CONNECTION CROSS-REFERENCE <br />tt,ea,ta <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 />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - 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 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d)( 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. t 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.12610dxl-1/2" <br />HTT5 <br />3225 <br />5/8"ANCH.I(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 />3785 <br />5/8"ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD76 * <br />6645 <br />5650 <br />7/8"ANCH. 314" 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 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 1 <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 />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" <br />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 />}( <br />HITS 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 />I 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 />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 />C. <br />(A) <br />� <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 I-). <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 />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />wOR PLY 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 T-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 />co <br />0 <br />— O <br />zCO <br />z <br />Q <br />a <br />w <br />•V — <br />O W <br />.�� V) <br />o <br />o <br />(� U <br />CO N <br />W <br />r — o <br />— <br />N co <br />rn W 23 <br />U <br />_O N <br />U <br />�co <br />U) <br />o <br />Q rn <br />o - o <br />v av <br />�¢o <br />B D® <br />N YC <br />_ N <br />U)Mm <br />Z LU 2, z <br />U) M N m Z <br />W 5 c a <br />� � ,� o 0 ua w <br />LU Q f! ° w <br />co a <br />LU� <br />V <br />in Q 4:- � <br />Z <br />0 � �l¢' a o <br />LL.Z fAMEN_ <br />LI���'131i�1 o <br />• d <br />.F SENGCO <br />as • E <br />••• <br />•^- <br />t <br />. <br />~� ter <br />n'F E S S``Q00�`� <br />/PI¢d�tllil <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />U <br />w <br />z <br />ui UEOO <br />ZOO <br />a <br />00C � <br />♦- U Z <br />= 0 Z.u2M Z <br />awUJ <br />0°� <br />O�LLN <br />z <br />L=81���0 <br />Q <br />z Z <br />rU <br />�Z <br />ILL <br />a <br />LL <br />rl <br />0 <br />a <br />0 <br />�w <br />U <br />_ <br />LL- <br />1L.` <br />o <br />I- Y o' <br />0 <br />UO <br />c' <br />O <br />a <br />U 2, aQ <br />*k <br />N <br />� <br />cr <br />z<ozQ <br />�Wa� <br />IW <br />moo <br />Z <br />LU <br />J <br />ry / <br />T--{ <br />cc <br />G <br />Q <br />C <br />G <br />Q <br /><, Lu <br />U)Q Z O <br />O9 Q <br />~ p <br />Z <br />� �1 <br />Ln <br />*k <br />Z <br />{Z. <br />8, <br />00 <br />O <br />00 <br />z <br />tU <br />= <br />J LI <br />a <br />rn <br />,"--i <br />Cl- <br />V) <br />o <br />SCALE : AS NOTED <br />DATE: 11/28/2018 <br />TECH: MJAMES <br />VERSION No' 4s0 <br />SHEET NO. <br />7.0 <br />rnr--rr� rr�-� _ - L.I Ili ._ , J �Jf l'..-tm to 'vn ,dl l <br />