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L_ <br />(2) <br />A <br />a 3 �1 CJ1 <br />� <br />P111 <br />VCJ3 <br />VV <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />—f— <br />/ <br />I <br />EJ7 <br />/ <br />I <br />/ <br />EJ7V <br />/ <br />/ <br />/ <br />EJ7 USP HD41 OF w/ (10) 10d NAILS / <br />3/16" TAPCONS TYP. BEAM TC <br />I <br />(2) 2xl2 #2 SYP WD. BM. w/ 7/1 <br />EJ7V <br />-- <br />EJ7 FLITCH PLATE. BOTT. OF EA <br />(2)I <br />x <br />F 18 <br />FG1 D1 <br />EJ7VA <br />TYP. BM T <br />COR <br />GE1 <br />U <br />� EJ7VA Q <br />O <br />EJ7VA <br />(2) <br />x <br />FL <br />EJ7V <br />EJ7 <br />,1 <br />EJ7 <br />Dal/ <br />all <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br /><h M <br />N <br />a <br />a <br />W <br />a <br />a <br />a <br />~ <br />F- <br />a <br />� <br />a <br />r <br />a <br />M <br />a <br />Il <br />a <br />Q <br />�- <br />a <br />T <br />Q <br />M <br />a <br />L <br />a <br />W <br />m m m m m m m <br />U <br />ND <br />1CMU6) <br />6" OSB <br />. @ T-0" <br />'4ER <br />UPLIFT CONNECTION CROSS—REFERENCE <br />7/26/19 <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 />1-12. A <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 />1450.7 <br />-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 />9-1 Old X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />50ANCH./1810dx1-112 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dx1.1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 126 10dxl.1/2" <br />HTT5 <br />3225 <br />5/8" ANCH.1(28) 10dx1.1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />518" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 ' <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 />LLJS26 <br />11 5/1070 ** <br />10 5/915 ** <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 3-112" <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 1 112" <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 />1 1195 <br />1005 <br />14-10d x 1-1/2" <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)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 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 />1 12 -10d <br />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 />) <br />r <br />(A) <br />~) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />148-8 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 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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN 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 />CgRR�ER� (A) T$ <br />1 OR 2�ONT <br />INTERSECTIONS. 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 6-0" 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 />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END 0 <br />FRAMING = <br />u� <br />+ + p <br />+ 0 <br />0 <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />a <br />NAILS @ 6" O.C. <br />+ <br />++ <br />2X4 STUDS @ 24" O.C. <br />+ + <br />W/ SINGLE BASE & TOP <br />PLATE W1 PLYWOOD <br />SHEATHING COVERING <br />E15 FALSE BEAM <br />@ GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLANT <br />SCALE: Ya'=1'A <br />0 <br />O <br />Z M <br />_ o <br />Z <br />Q <br />rZ <br />) C9 <br />Cl <br />cn <br />A <br />p <br />"V — <br />0 w <br />� <br />U <br />W <br />m o <br />�M <br />� <br />® <br />N M <br />M <br />=9? <br />U <br />�i <br />OOo <br />LL 00 <br />co <br />Qrn <br />UC> <br />BID. <br />3 <br />"��* <br />O � Val N <br />�'�; (fin � <br />Z <br />- �``+y � z fi Z <br />W — <br />a <br />Cn <br />Z O A—0 <br />to N". tC/� <br />.1 <br />ZLL <br />'� <br />$L <br />WWW.ADi> <br />c•c,°•......••'fib$ <br />if(.�I• <br />To the best of the Engineer's knowledge, infonnation 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 potions 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 />W <br />zd <br />f� <br />a <br />Z Z` <br />W <br />L <br />C <br /><+ <br />LJ.. <br />4 <br />Z <br />Lr) <br />ILL <br />cr—, <br />O <br />O <br />Juj <br />U <br />= <br />�-"� <br />Z <br />_ <br />P <br />0 <br />$i <br />)yo�Q <br />Lu <br />ON <br />Z <br />LU <br />In <br />.. <br />w <br />L1J <br />E <br />MIS-8 <br />~o <br />��g <br />m <br />l� <br />O� <br />Z <br />Z <br />g <br />� <br />LUZ. <br />Ill <br />I <br />= <br />Ill <br />f <br />S <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 3 . <br />SHEET NO. <br />7.0 <br />