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(2) <br />ro <br />2A A <br />S3 <br />T <br />CE <br />T <br />U <br />CJ1 <br />CJ1 <br />MU In <br />CJ3 U <br />CM <br />(S <br />U CJ3 I <br />CJ5 <br />EJ7 <br />EJ7 <br />I <br />A <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />:: <br />EJ7 <br />I <br />EJ7 <br />:: <br />.... <br />; <br />..... <br />. <br />A <br />I 1 <br />EJ7 <br />• <br />.. <br />... <br />EJ7A <br />: <br />i 1 <br />EJ7 <br />EJ7A <br />G <br />.. <br />... <br />1 1 <br />7 I <br />D1 EJ7 <br />EJ7A1AG1 <br />IEJ7A <br />.'.'.'. <br />.'.'.'. <br />.'.'.'. <br />.'.'.'. <br />'.'. <br />N tj J11 <br />U <br />. .. <br />... <br />... <br />.......... <br />EJ7A <br />c7 <br />(2 CJ31 <br />' <br />EJ51 <br />EJ7A <br />U <br />.... <br />..... <br />.... <br />..... <br />..... <br />..... <br />..... <br />..... <br />.. <br />... <br />.......... <br />... .. . <br />: <br />� ' <br />:7 <br />•C,t3i <br />EJ7A <br />.... <br />.... <br />.... <br />o. <br />EJ7B <br />; <br />EJ5 <br />I <br />EJ7B <br />M <br />; ; <br />: ; <br />EJ5 <br />I <br />CJSB <br />. • <br />, , <br />EJ5 <br />CJ3 <br />CJ3A <br />U U <br />Q <br />Q <br />c� <br />Q <br />Q <br />Q <br />Q <br />UQ <br />QQQ� <br />0Q <br />U <br />U <br />N0) <br />U <br />7 <br />U <br />U <br />CJ1A <br />Q <br />U <br />U <br />(2) S3 A (2) A (2) <br />A <br />00 <br />N <br />cV <br />W <br />Y <br />UPLIFT CONNECTION CROSS-REFERENCE <br />ii,e,ta <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 1 112" <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 X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <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 />HD5,B * <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 />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 3 112" <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 />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)1Old NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HITS 20 <br />1450 <br />1245 <br />24-1Od 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 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />H P2 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 1360 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 />(6) <br />(A) <br />(+ <br />t 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 />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 />i <br />(D t2 <br />z M <br />0 <br />— o <br />z�z <br />Q <br />V) (D <br />w <br />O w <br />c <br />ZD <br />m <br />o <br />U <br />�r- <br />m N <br />"., Lu <br />f, Eo <br />— U <br />a) c`') <br />C 0 M <br />N '0 <br />_ <br />U <br />04 <br />0 co �o <br />-I--"OD <br />� o <br />Q <br />rn Q- o <br />rn <br />rn ¢ d <br />N N <br />oo <br />" Z <br />WC5 <br />` M N <br />W Ndi I° w <br />W n� <br />Z 0 C/3 o <br />ut <br />s, s E• a <br />Q ' aX <br />�<rritclltl, <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 />0z <br />fa <br />Z <br />wa8 <br />��o'0o <br />Q <br />oz<< <br />o �oz <br />¢Q'�J <br />a— <br />aapm <br />L <br />a <br />z z <br />}o <br />/� <br />/'1 <br />f z <br />oo <br />� 0 <br />0 <br />z <br />z <br />Q <br />�w <br />U <br />_ <br />J <br />LL <br />p z <br />4 <br />O <br />w�o� <br />U ,x Q <br />rr <br />Z<Z� <br />N <br />� <br />�0 <br />o g0f� <br />z <br />z <br />a & <br />LU <br />tul-1 <br />W <br />Q <br />z <br />R<zu <br />U <br />wo <br />�¢z <br />M <br />z <br />az <br />ao <br />0 <br />mo <br />Z <br />g <br />= <br />u, <br />¢ w <br />� <br />.-•I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO' 4n0 <br />SHEET NO. <br />7.0 <br />