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n n <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/19 <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 />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 />1 455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />145 <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 />134 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dx1.1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dx1.112" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28)10dxl-112 <br />K <br />H <br />3130 <br />5/8" DIA, BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD * <br />1 4505 <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 />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 />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 />14-10d 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 />14-10d 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 />14-10d 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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-10d <br />SPT22 1 <br />685 <br />8-10d <br />SP2 <br />t <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />- HCP2 <br />1 645 <br />555 <br />12-1Od 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 />(B) <br />B) <br />(A) <br />(+ <br />"I—, 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 @ 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, (6) 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 />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />R� <br />1 OR C L LEDGER �—(A) <br />T$ <br />INTERSECTIONS. SPLICING <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 />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />ROOF FRAMING PLAN <br />SCALE: %4"'=1'-0" I <br />n <br />C9 "' <br />M <br />— o <br />z� <br />13 <br />z <br />V) z <br />C: <br />V) <br />w <br />C6 p <br />�U — <br />Ow <br />c <br />�N <br />o <br />C6 j <br />U.j <br />s <br />m <br />N M <br />r 8 <br />co <br />CC-0ON <br />=Q? <br />O o <br />< o <br />Q <br />6 <br />in Q- o <br />a) <br />Lo v <br />rn d <br />B D® <br />N� <br />� N <br />0 <br />d �rwWlt <br />nLU <br />ZoO <br />MzO� <br />dMLLap <br />W-4U o <br />- ° w <br />W V ¢ a <br />c�hA c4 <br />2. <br />LL W�a <br />•�� <br />y <br />h: e./ .• (.J� jib <br />. at? • <br />VIC <br />r <br />L 05 <br />i <br />P <br />0 <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 />sZ <br />Wo <br />za <br /><F <br />z <br />w a <br />-480 <br />Q <br />J <br />ZW��QQ <br />= Z <br />Z <br />O Z <br />LLI <br />O <br />0 <br />/ \ <br />� <br />8 LU 0 <br />L <br />//�� <br />C <br />C <br />ZZ <br />ra u <br />1�1— <br />2:z <br />z <br />%%-/ <br />LL <br />4 <br />M�M <br />W <br />O <br />-ji <br />U <br />= <br />00 <br />N <br />_1 <br />LL <br />W� <br />o00 <br />u <br />¢sr- <br />O <br />LLI <br />O <br />N <br />zaza <br />W <br />�- <br />Fobs <br />z <br />z <br />al0 <br />'� <br />a2� <br />W <br />_I <br />Lf) <br />ri <br />111 <br />Q <br />Ll.l <br />rL <br />Q <br />z <br />0Qza <br />V)~o�a <br />2~o <br />z <br />N. <br />M <br />M <br />I.n <br />z <br />tj <br />o g <br />0 <br />M <br />� <br />_ <br />¢x <br />rn <br />,-+ <br />a <br />U0 <br />o <br />SCALE : AS <br />NOTED <br />DATE : 7/29/2019 <br />TECH: SCASEY <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />7.1 <br />