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(2) <br />(2) A <br />A A <br />S3 <br />A........... <br />CJ 1 <br />U <br />U <br />,n Cl) CJ 1 <br />CJ3 I <br />CJ5 I <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />EJ7 I <br />EJ7 <br />D1 <br />EJ7 <br />2 <br />X <br />FL <br />M L� <br />y✓� U U <br />CJ3 <br />CJ5 <br />EJ7 <br />X (2) <br />rr.: <br />T <br />d <br />d <br />n <br />d <br />tc) <br />d <br />;; <br />Cl) <br />d <br />m <br />Q <br />: ; <br />... <br />.: <br />; <br />: <br />:: <br />A <br />I1 <br />I 1 <br />1 1 <br />1 1 <br />r 1 <br />... <br />d <br />d <br />:::: <br />cD <br />d <br />EJ7 <br />EJ7 <br />EJ7 <br />::::::• rr <br />EJ7A <br />rrr <br />M <br />d <br />EJ7A <br />S3 <br />EJ7A <br />EPA <br />m <br />Q <br />d <br />d <br />; <br />,. r <br />d <br />d <br />Q <br />d <br />Q <br />I1 <br />JEJ7A <br />I <br />EJ7A <br />EJ7A <br />:::: <br />00 <br />d <br />CD <br />Q <br />:." <br />; <br />d <br />Q <br />N <br />m <br />: '. <br />in <br />:: ' <br />: <br />7 <br />" <br />J7A <br />o. <br />EJ7B <br />LLI <br />m <br />EJ7B <br />U <br />U <br />U <br />U <br />LLt <br />(� <br />CJ5B <br />CJ3A <br />•r�AP <br />LQ <br />A t U <br />U <br />J <br />2 <br />U <br />(2) A (2) (2) <br />A S3 A A <br />N <br />d <br />E <br />O <br />E <br />0 <br />_ <br />r" <br />W <br />M <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/18 <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 />I 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 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. / 18 10dx1.1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dxl-1/2" <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 />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 3 112" <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 />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 />,.X" <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 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <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 />(A) <br />t� <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. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY <br />(A) <br />INTERSECTIONS. <br />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 5 4' 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 />(r3 "' <br />La <br />0 <br />e � <br />z <br />z <br />Q <br />J <br />cry <br />a--) w <br />U <br />O <br />E <br />U <br />o0 <br />m <br />w <br />F— <br />N cli M <br />mCU <br />= N <br />Q O N <br />tLL-� <br />0 <br />0 <br />Q rn <br />U <br />n o 0 <br />In v <br />rn ¢ d <br />B D® <br />N C� <br />i <br />.w <br />V <br />SNP <br />Z W z <br />U) <br />Ii U j <br />a � � a <br />W � <br />LU� ¢ z3 <br />/tL <br />3 <br />Z 0 c N¢ Q <br />VfME <br />Z a�¢r �Q <br />LL E <br />W <br />' <br />E° . <br />1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specations contained within these <br />drawings comply with the 201 ' 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />tt0 <br />3� <br />z Q <br />d <br />f� <br />Z <br />w a 0 0 <br />�z00 <br />Z Lu Q�Q Q�Q <br />U Z Z <br />n <br />LJ <br />0 w z <br />uj <br />C J <br />Co <br />0 U 0 <br />Q <br />ui <br />Z <br />y_ <br />z <br />z <br />Qz <br />4 <br />` J <br />Lj— <br />C <br />z <br />O <br />J w <br />o <br />= <br />LL <br />uj <br />000 <br />F <br />LL- <br />b <br />O <br />Lu <br />1 ` <br />z <br />Lu C <br />Q <br />Lu <br />O �� u- O <br />Z <br />LU <br />Lr) <br />a� O <br />Lu w <br />0 <br />J <br />ri <br />LU <br />� <br />v <br />Z <br />Z <br />< z <br />0 <br />�� <br />O <br />Cal <br />S <br />LUZ <br />= <br />J U-)IS00 <br />`� <br />r--� <br />,--I <br />4. <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION N0. <br />4nO <br />SHEET NO. <br />7.0 <br />