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TYP. @ <br />HIP CORNE <br />TYP. U.N. <br />W <br />�I00 <br />E I <br />0 <br />x <br />.1 <br />N <br />N <br />0 <br />W <br />I <br />I I <br />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />UPLIFT CONNECTION CROSS-REFERENCE <br />10i2,18 <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 - 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 />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 - 1 Od 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 - 1Od 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. 11810dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1.1/2 <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 />HD * <br />4505 <br />37 <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 />70ANCH. 314" 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 />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1Od 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 - 1Od x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-1 Old 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <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 - 1 Od <br />SPT22 1 <br />685 <br />1 1 <br />8 - 1 Old <br />SP2 <br />1065 <br />605 JjZmM <br />SPT24 1 <br />1030 <br />1 <br />12-10d <br />H P <br />645 <br />555 <br />t 12-1Old 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) <br />(B) <br />(A) <br />(+ <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 Qo 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 H—I, <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) MAYBE 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 OR 2 PLY CARRIER <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />/ 2 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 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: %4"=1'-0" <br />z M <br />0 <br />z1-0 <br />CN <br />Z <br />Q <br />U) <br />In C� <br />w <br />°U — <br />O w <br />t— <br />o <br />�� U0 <br />mCq <br />N <br />_ <br />�— <br />C M co <br />— U <br />Z N <br />N 'O Cl) <br />0 O O <br />(, <br />w"oo <br />< Yo <br />4 <br />o- o <br />0 <br />M <br />v <br />rn Q o <br />AI <br />B D® <br />N C B D C <br />1W <br />N �O <br />O M O N <br />O o MZ O � 2 <br />W M N d Z � z <br />U' Lu <br />W <br />> LL C) <br />W _ <br />V ��� <br />Zp CCU �, o <br />Zw� <br />�• <br />0 <br />a rti ` <br />CCIM <br />v <br />�c c� 4 <br />+�ritdpi�. <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 />Cz <br />0 <br />�o <br />Za <br />Q � <br />f <br />ui <br />OO�O <br />ZU Q <br />t�$J Z <br />W <br />QU <br />W N <br />z-o <br />Q <br />zo <br />} U <br />o <br />F— <br />z <br />Z <br />s <br />�3 <br />z <br />.� <br />� <br />fo <br />Q <br />2g <br />>O�Z0. <br />� <br />CL <br />O d <br />ZD <br />U og <br />Z�Z <br />uj <br />N <br />4 f L <br />�p�o <br />z <br />Z <br />N <br />�O�w <br />eaotz <br />JwW <br />�— I <br />� <br />Q <br />Q <br />Z <br />UrQ 18 <br />Y w o <br />lwz <br />Ci• <br />l0 <br />Z <br />�z°o <br />ao <br />m <br />00 <br />Z <br />a <br />J <br />W <br />= <br />z <br />of <br />� <br />,--I <br />11 <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4. <br />SHEET NO. <br />7.2 <br />