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TYP. @ <br />HIP CORNE <br />TYP. U.N. <br />P <br />LO <br />LO <br />M <br />C <br />!7-11 <br />00 <br />ex: <br />00 <br />=IE <br />LM <br />UPLIFT CONNECTION CROSS-REFERENCE <br />4/13/19 <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 />8 <br />1 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. A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />0 <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 />9-1 Od X 1 1/2"& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518"ANCH. /08) 1061-1/2 <br />HTT4 <br />2715 <br />5/Ir ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/r ANCH. / (26) 10dxl-117 <br />HTT5 <br />3225 <br />5UArrAXNCH./( )10dxl-112 <br />K <br />HD3B* <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8' DIA. BOLTS <br />L <br />HD5B* <br />4505 <br />3785 <br />5/8" ANCH. 314" 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. 314"STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8"DIA. BOLTS <br />N <br />LLJS26 <br />1165/1070 <br />1005/915 <br />8 - 1Dd x 3" <br />JUS26 <br />1115/1060** <br />— <br />8-10d <br />P <br />HUS96 <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 />14-1 Od 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 />1 14-1 Od 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 />14-1 Od 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)1 Od NAILS AND <br />(5) 1/4"x 3"WEDGE <br />BOLTS <br />.X. <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />1 24-1 Od X 1 1/2" <br />spi <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 />12 - 10d <br />HQP2 <br />645 <br />555 <br />12-1 Od X 1/2" <br />—k-L030 <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 ARENS & 24" <br />OC FOR CARPET ARENS <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(+ +) <br />A I <br />(B)--IA 11 1 1 1 <br />r <br />(A) <br />A 11 1 11. 1 <br />"I-, OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6-) <br />'FASTEN EACH (8) 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 />M <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48!'OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 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 />'57tl 2 <br />e0LW C —J —(A) <br />INTERSECTIONS. SPLICING <br />/0? <br />x R <br />T L%�ER <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 />UPPER FRAMING PLAN — ELEV—B <br />SCALE: Y4"=V-0" <br />0 v <br />< <br />U) <br />V) ID <br />(1) <br />C-41 <br />4--j U-1 <br />(Dru <br />C) <br />U — <br />0 LU <br />Ca <br />-1 cm <br />C) <br />14-- <br />< 0) <br />U-) 0:, <br />ALL <br />ED. <br />N-C-8-D-C <br />MINES-; <br />z- <br />-0 <br />LU <br />i '- 4 Z5 <br />Ut 11,9 P! <br />Z ta X E T <br />LL <br />LU < A < <br />C <br />U R <br />tASE <br />b %A <br />C) <br />F L <br />To the best of the Enginsefs 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. Enginerees 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 />z< <br />0 <br />0 <br />z <br />-0 <br />0 <br />> <br />< <br />cc <br />U <br />V) <br />LL- <br />Sit <br />0 <br />0� <br />Z <br />Z <br />LU <br />Ln <br />Uz <br />Lij <br />z <br />Ln <br />Z <br />z <br />t7u <br />COO <br />rn <br />06 <br />T-4 <br />:5 <br />CL <br />Uj <br />(A <br />z <br />Uj <br />x <br />a <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JMUROSIC <br />VERSION No. 4al <br />SHEET NO. <br />7.2 <br />