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o <br />c <br />v <br />v <br />S <br />I` <br />0 <br />0 <br />in <br />IM <br />I <br />i <br />Hi <br />m <br />a <br />v <br />co <br />0 <br />0 <br />0 <br />M <br />CO <br />00 <br />ro(2) <br />A S3 (2 (2) <br />Ay <br />W 07 n n <br />L7 <br />m m <br />L L <br />w cn <br />CJ3 <br />D <br />< <br />D <br />00 <br />< <br />D <br />Cn <br />< <br />D <br />? <br />< <br />D <br />W <br />< <br />:. <br />< <br />> <br />e•- <br />; Q <br />> <br />'— <br />Q <br />< <br />D <br />W <br />< <br />D <br />()'1 <br />< <br />D <br />D <br />fp <br />; <br />p, <br />_ <br />D <br />< <br />D <br />CD <br />W <br />co <br />N <br />co <br />N <br />(b <br />• 1 <br />Cb <br />.a <br />W <br />m <br />CJ5 <br />EJ7 <br />i <br />EJ7 <br />: ........... <br />... <br />... <br />EJ7 <br />EJ7 <br />EJ2 <br />EJ7 <br />: <br />I <br />EJ2 <br />EJ7 D <br />EJ7 <br />EJ2 <br />I EJ2 <br />1=17 <br />3 <br />EJ7V <br />0(2) <br />EJ2 <br />9 <br />S5 <br />EJ7V <br />11 <br />EJ2 <br />� � <br />I <br />EJ2 <br />EJ7VA <br />I <br />I <br />EJ7VA <br />I — — <br />EJ2 <br />EJ7VA <br />..... <br />.......... <br />..... <br />..... <br />CJ1 <br />CJ5V <br />L1171111111 <br />1 <br />EJ5 <br />A <br />CJ3V <br />CJ (2) <br />&(2) <br />J1 <br />CJ1 <br />2 <br />-` <br />< <br />11N11 <br />A <br />A S3 &(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />3/16/18 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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. A <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 />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 />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3 * <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 * <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 />I US96 <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 />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 -10d x 1 112" <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 />1 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 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />555 <br />12-10d 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 />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") <br />'FASTEN EACH (6) 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. RI <br />RR <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY LEDGER <br />(A) TA� <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 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 />ROOF FRAMING PLAN <br />Z M <br />— o <br />Z �O <br />Z <br />Q <br />a <br />U, Z <br />V) C <br />a) <br />N <br />�-� w <br />Dm <br />_ C) <br />U — <br />Ow <br />Ma <br />U <br />r- <br />m r- <br />... :..._ W <br />r 4 '—8 <br />e) M <br />ca <br />M-0 M <br />C N <br />j^ik19 = dj <br />0-0 <br />< o <br />Qrn <br />co <br />0 CIL <br />Lp$.v <br />0 ¢ d <br />B D• <br />N B <br />N �O <br />tA Z WNz z° <br />A LL O O {bl iE. <br />LLI <br />CH t��z <br />i3 <br />� <br />� CA-1LL <br />% M <br />yW.FDS + M r <br />D ?� OF <br />\fit <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />5 <br />�o <br />a0. <br />z <br />Q <br />�z�o <br />goy <br />OLL N <br />>o <br />Zz <br />LL <br />cr- <br />o <br />O <br />Q <br />z <br />�W <br />U <br />= <br />`� <br />1� <br />J <br />LL <br />�.L <br />.ioTN- <br />© <br />O <br />O <br />u�+t�n <br />�7 1z=,l <br />I� <br />aZ > <br />W Q ? <br />0 Wo <br />� <br />Z <br />1 ` <br />LL <br />� <br />J <br />Ln <br />W <br />Q <br />dia <br />Z <br />z E <br />Wz <br />$ <br />N <br />1,0 <br />Z <br />a <br />ZS <br />° <br />CID06 <br />O <br />Z <br />� <br />_ <br />x <br />,--1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M)AMES <br />VERSION NO' <br />4v0 <br />SHEET NO. <br />7.0 <br />