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4000MI SEMI dMumb INMD 400006 dMOOND ONOWNI 40MB <br />C) <br />�02 <br />V) <br />00 <br />Typ. @ <br />CORNERS <br />"P. U.N.O. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />1112118 <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 1 112" <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 />18-8dX1 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 />0-1 ntj x 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />54r ANCH. /081 10dxl-lQ <br />HTT4 <br />2715 <br />518- ANCH. 1(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8' ANCH. / (26) 10dxl-1/2' <br />HTT5 <br />3225 <br />518"ANCH. 1 8) 10dxl-112 <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 />3785 <br />518"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. 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 />a <br />HUS28 <br />2000/4220 <br />1720/3125 <br />30 - 16d x 3 1/2' <br />HUS28 <br />2570/4345 <br />— <br />30d -1 6d x 3-1/2" <br />—R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od 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 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />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 />1 1165 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od 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 />.X. <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />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 />1030 <br />12 -10d <br />HCP2 <br />645 <br />555 <br />12-1 Od 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 W1 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-" MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />�AK� ++) <br />A <br />T <br />741f <br />(A) <br />A <br />I A' 11 <br />(+ <br />T 11 <br />N1:71 OR;PLY <br />CARRIER <br />/'T-T—T--T- <br />1-" 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. 1 28"x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H <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 />r5e <br />9 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 �2PLW IJR�-�J <br />2 CO (A). <br />T R <br />INTERSECTIONS. SPLICING <br />x L <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: bEF- .5HF-F=T 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-A <br />SCALE: Y4"=1'-0" <br />U) <br />Lu <br />U <br />0 Uj <br />01- <br />V) <br />V) <br />0 CN <br />0 CD <br />< <br />11- 00 <br />-00 <br />< Cj <br />A III <br />liv <br />A <br />LIN <br />OC CA LLI <br />LU 9.. <br />LU fit <br />z <br />LL <br />Ir-4 0 <br />A-*FdS C0 <br />F <br />F <br />To the best of the Engineer's Mowiedge, information and belief, <br />the stnuctural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential ft Edition. Engineers 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 g <br />z 0 <br />0 <br />CH <br />LL <br />C) <br />0 <br />Z� <br />z <br />M <br />< <br />0 <br />LL <br />U <br />ro <br />Lij <br />0 po Zo <br />P r <br />5M <br />ar� <br />f-4 <br />z< � <br />< <br />z <br />00 <br />v <br />ce <br />Z <br />UJI <br />IN <br />Ln <br />I.Sc <br />-4 <br />Lli <br />2: <br />Ln <br />kD <br />r-4 <br />< <br />Z <br />z <br />0 <br />M <br />z <br />z <br />uj <br />x <br />rn <br />T-4 <br />8 <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION No. 42 <br />SHEET NO. <br />7.2 <br />415 <br />z <br />r3 <br />