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U.N.O. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />6/20,1e <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 1/2" <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 -1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />H <br />3610 <br />3105 <br />1 5/8"ANCH.118 10dx1- /2 <br />HTT4 <br />271 <br />5l8"ANCH.120 1061-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. 126 10dxl-1/2" <br />HTT5 <br />3225 <br />518" ANCH.128 10dx1-1Q <br />* <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 />3786 <br />5l8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />7/8" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />I t IR26 <br />1165/1070** <br />1 / 1 ** <br />8 -10d x 3" <br />JUS26 <br />1115/1060*" <br />— <br />8 - 10d <br />P <br />HUS26 <br />1550/ 335 *' <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 -1Od 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 />14-1 Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />1 MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <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)1 Od 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 />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />1 685 1 <br />8 -10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />1 555 <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 1360 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 />(A) <br />r <br />~> <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />=1=41 11 <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 <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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />(+) <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 />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 2 �y Cq�R�ER <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />2 <br />x CONT LEDGER <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 />UPPER FRAMING PLAN - ELEV-13 <br />SCALE: %4"=1'-0" <br />U <br />� <br />Z <br />Z <br />Q <br />a <br />Ir/ I Z <br />Cn UI' <br />cry <br />w <br />0 LL <br />N c <br />5 <br />V) <br />w E <br />r 8 <br />x g� <br />m N <br />n m ch <br />n <br />N <br />U 776� <br />" co <br />aid <br />I <br />NN V� <br />"I <br />tr <br />e <br />N g N <br />z <br />IX LL <br />Q~ B <br />W <br />�W�' <br />z <br />H �� $ <br />IULIS C <br />vz <br />�. ww. ss1G66t. "9 <br />Cj <br />F: l.O .� <br />FESSIOXA <br />�7/1ti(t(1911011, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seat 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 />W <br />F <br />2 U <br />� 0 <br />8 <br />Z <br />110 <br />H <br />2 Z �2 <br />V <br />z <br />i <br />0 <br />j <br />Q <br />c <br />V) <br />N <br />LL_ <br />w <br />=5� <br />Z <br />Z <br />W <br />r*4 <br />N <br />In <br />ri <br />&� <br />" <br />_1 <br />LJ J <br />Z <br />Z <br />a <br />�`¢g <br />m <br />' <br />Z <br />to <br />W <br />o <br />w <br />° <br />0° <br />g <br />T <br />Ln <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: M]AMES <br />VERSION N0. 4ol <br />SHEET NO. <br />7.2 <br />