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v <br />a� <br />C <br />jr- <br />S <br />On <br />O <br />O! <br />Ln <br />I <br />rn <br />Q <br />L0 <br />r` <br />L0 <br />CV <br />c <br />a> <br />v <br />v <br />S <br />r <br />LO <br />J <br />chi <br />co <br />1 <br />3 <br />a <br />rn <br />N <br />G. <br />E <br />H <br />0 <br />v <br />N <br />L� <br />E <br />v <br />U <br />i <br />.o <br />U <br />CL <br />z <br />Er- <br />J <br />N <br />00 <br />0 <br />0 <br />S <br />v <br />;,KING <br />UPLIFT CONNECTION CROSS-REFERENCE <br />8/8,19 <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 -1 Dd 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 />H2.56 <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 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% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 1061-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1 26 10dx1.1/2" <br />HTT5 <br />3225 <br />5/8" ANCH.1(28 10dxl-1/2 <br />K <br />HD * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <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 />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 1-112" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1Od 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 />14-1Od 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 />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 />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1 1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />1 -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)ITIF <br />e) <br />(A) <br />(+ <br />11 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 />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 />4NT <br />FOR HIP PLANING TRUSSES. R1STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 (A)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 />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />o <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUS <br />i <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END __*SEE PLAN <br />TRUSS BRG. <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. SEE PLAN <br />TO BLOCKING LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />(FC03 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'-0" <br />MAIN FRAMING PLANT <br />SCALE: 14"=1'-0" I <br />O <br />U V <br />Z CM <br />C) <br />Z `$ <br />Z <br />Q <br />a <br />U) zC <br />v) 0 <br />I <br />a) cn <br />+-j w <br />"V - <br />0 w <br />Ln <br />U <br />m r <br />W <br />N C7 <br />c Cl) <br />oM <br />0 <br />_ <br />U <br />LL c <br />Q rn <br />Lo �v <br />B D/♦ <br />"�C�B , dC •11� <br />.o <br />O <br />.w c+) b N <br />V z � <br />Z W 0z' �' z° <br />a lu <br />a <br />U) <br />LY a w <br />S) <br />inLU �¢ <br />Z a <br />LILrD U) -g <br />Z a �� ¢ i <br />��� <br />W cm, <br />wvmWs t°. f'`J❑i� <br />U v.. �. <br />pipp <br />sr' S^• <br />'?Of<.�O <br />aft — <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 />o <br />2Q <br />�u�ggggGG6,,,a <br />z <br />v 2 u U <br />0 <br />� � W <br />agJ <br />LL <br />QZ <br />U <br />"d <br />~ <br />O <br />W <br />U <br />= <br />L.L <br />90,07 <br />J <br />Ln <br />a <br />Ln <br />O <br />NHS <br />. <br />N <br />N <br />CC <br />Lu <br />Z <br />0�1 <br />Z <br />J <br />rLi% <br />Q <br />LLJ <br />Z <br />a Z, <br />$�z <br />N <br />°° <br />%D <br />o� <br />Z <br />Z <br />t <br />=LLI <br />8 <br />� <br />O <br />,-i <br />g <br />a <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />7.0 <br />