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N <br />N <br />N <br />W <br />(2) <br />A <br />CJ <br />> <br />r <br />U <br />LO Cl) <br />U U A CJ 1 <br />CJ3 <br />CJ5 <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 USP HD41OF w/ (10) 1Od NAILS <br />3/16" TAPCONS TYP. BEAM TC <br />( (2) 2x12 #2 SYP WD. BM. w/ 7/1 <br />EJ7 FLITCH PLATE. BOTT. OF Bh <br />18 <br />D1 <br />FG1 <br />TYP. BM T <br />COR <br />GE1 <br />FL <br />; <br />W W <br />M M m m m m m <br />U <br />V <br />y`�j'L�U U <br />CJ3V <br />CJ5V <br />EJ7V <br />(2 <br />CO <br />Q <br />a <br />.. d' <br />Q <br />~ <br />.... <br />r <br />Q <br />..... <br />M <br />Q <br />O <br />.... <br />.... <br />In <br />Q <br />j <br />/ <br />/ <br />1 <br />! <br />-- <br />.... <br />:'.:: <br />r <br />Q <br />I— <br />Q <br />(2) <br />X <br />I u <br />I <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />a <br />EJ7VA <br />B' EJ7VA <br />*' <br />¢ <br />•+— <br />Q <br />O <br />' EJ7VA <br />-4 <br />EJ7V <br />Ini <br />Q <br />O <br />~ <br />a <br />M <br />Q <br />Ln <br />¢ <br />EJ7 <br />r <br />Q <br />EJ7 <br />(Y <br />EJ7 <br />/J5 <br />Jr <br />r <br />U <br />ICMU <br />6" OSB <br />I. @ T-O" <br />D CO. <br />NER <br />UPLIFT CONNECTION CROSS-REFERENCE <br />4/12/18 <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 1 112" <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 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 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dx1.1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 1061-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH, I(28)10dxl-1/2 <br />K <br />HD313 * <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 />378 <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 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 />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 />24-1Od 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 />HCP2 <br />645 <br />555 <br />12-10dX11/2" <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 />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 />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 />(+) <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, Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />R� <br />1 OR CONY LEDGER —(A) <br />INTERSECTIONS. 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 />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 I , i <br />7RAMING <br />I <br />I <br />I <br />1 <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />J <br />NAILS @ 6" O.C. <br />+ <br />+ + <br />U- <br />2X4 STUDS @ 24" O.C. <br />+ + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM <br />GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />C9 �_ <br />Z M <br />— o <br />Z <br />z <br />Q <br />a <br />Q <br />f"6 p <br />'u — <br />O w <br />C/) = <br />m <br />1E <br />C) <br />y <br />0� <br />m N <br />w E <br />mM M <br />S N <br />C) �' <br />O O p <br />w " <br />Y <br />Q <br />c°O0 <br />0 Y i:z- <br />m <br />Qv <br />rn Q o <br />Al1� <br />B D® <br />NC <br />`�- <br />♦♦ <br />N <br />N10 <br />0 N ; <br />Z LU z <br />LU `� N� N a w <br />Q <br />O g <br />o"C, w <br />LL <br />a 04<M Q <br />W N M C Q <br />WWIv- <br />! <br />if <br />•: <br />40 <br />F <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 />LENNAmm"' <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa xom <br />�o <br />z¢ <br />:2-7Weir <br />U�o0 <br />Q <br />J <br />oo�ir <br />�oLz <br />uJ 00 <br />t N <br />z <br />Lu <br />m tZ U <br />OtoO <br />L <br />zz <br />ro <br />rr <br />z <br />g <br />Z <br />Q <br />U— <br />3 <br />C <br />Q <br />E <br />0 <br />a <br />�W <br />TI <br />u— <br />000 <br />^ <br />O <br />W 2 6 J <br />N <br />Z<� <br />�oL <br />Z <br />Z <br />^ <br />,—I <br />oo�2 <br />LU <br />rl <br />LLI <br />¢wW� <br />,n H 0 <br />00 <br />Q <br />z <br />Z <br />Paz <br />Z <br />in0S <br />m <br />� <br />00 <br />g <br />= <br />M <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO- 10 <br />SHEET NO. <br />7.0 <br />-- <br />7 <br />I ITT ,i aJ:Tfi',10.•LiHi1i1 Ilr I I I I I 1 11i <br />