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UPLIFT CONNECTION CROSS-REFERENCE <br />3/7/19 <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 - 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 - 1 Od x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 112" <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 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH.1 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH, l(28)10dxl-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 />HID5B * <br />4505 <br />37855/8" <br />ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />H07B * <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 />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 />1195 <br />1 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" 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)1Old NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-10d 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 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />1 <br />1 12-10d <br />645 <br />555 <br />12-1 Old 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 <br />& 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 />(„ <br />„) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (6) 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 0,128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />(+) <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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR 2 PLY CARRIER-1 <br />(A) <br />INTERSECTIONS. SPLICING <br />/ <br />2 x CONT LEDG R <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 />MAX 2x12 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 SY . LEDGER. FEILD <br />VERIFY TO OF LEDGER <br />W/ H3 TOP & BOTTOM TO <br />LEDGER <br />(MASONRY) <br />1/4" x 4" TAPCON @ 12"O.C. <br />TYP TOP AND BOTTOM (WOOD) <br />1/4" X 3-1/2" WS35 WOOD SCREWS <br />@ EA. TRUSS VERTICAL <br />SHED ROOF DETAILS <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN-13 <br />SCALE: %4'=V-0" <br />Z M <br />_ o <br />Z <br />Z <br />Q <br />Z <br />Ln 0 <br />erg <br />4—.r L.0 <br />p(Dru <br />U — <br />OLU <br />m <br />o <br />U <br />o 0 <br />m <br />W <br />OE <br />-- U <br />0)r- <br />cM <br />m M <br />CO <br />0 M <br />= ai <br />U <br />N <br />o 0 0 <br />L.L00 <br />o <br />Q- o <br />rn Q d <br />B D® <br />CDM rn 4 <br />�,//W�' <br />■�/� <br />_Z M N 6 Z I�l Za <br />o <br />W <br />LU <br />��¢i�o <br />zoJW <br />B <br />4�D5�N6, iJ LJ <br />UA <br />v�\QM <br />R �`y O <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 />LE NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />00 Z <br />0 <br />�o <br />za <br />¢� <br />�F <br />Wa0� <br />Zoo <br />Z(if a <br />LLJ <br />E pQ <br />U. u LL N <br />� <br />OLLI <br />Z Ln <br />ELa <br />> U <br />f WZ~ <br />0 <br />cn 3 <br />:D <br />roCU <br />z <br />— <br />o <br />d' <br />a <br />o <br />un <br />M <br />0 <br />4 <br />z <br />— <br />W0M0- <br />N <br />Q <br />ZQZ;� <br />=> <br />Q<E� <br />Q <br />Lr) <br />0 0� wo <br />z <br />z <br />11714 <br />N <br />20 U- <br />�8,'� <br />Ln <br />LijU <br />Q <br />W <br />Z <br />LouLU Z U <br />ga< <br />sQz <br />Q1 <br />�1�1,'uaa//����/// <br />9 6 g <br />� /� <br />W <br />O <br />Z <br />W <br />_ <br />u Z <br />a� <br />rn <br />,-I <br />a <br />Ul <br />s <br />SCALE : AS <br />NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />7.1 <br />