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(2) <br />TYP. @ 2 STORY <br />X <br />G J <br />co Ln <br />TYP. S6 <br />CJ1 <br />M1 <br />04 <br />ER <br />CA <br />�„ <br />1(9 0 <br />SIM. WI BLOCKING IS <br />4 <br />CJ5 <br />s5 <br />X <br />A7G1 <br />TYP @ 2 STORY <br />A61IA <br />11 <br />S6 <br />SIMPSON VGT <br />1 w/5/8"ATR&(1) <br />A5 <br />SIMPSON HTT4 <br />A4 <br />A3 <br />A2 <br />i <br />A2 <br />A3 <br />A4 <br />A5 <br />TYP @ 2 STORY <br />A6 <br />Z <br />G <br />(2) <br />A7G <br />I (2) <br />X CJ5 <br />CJ5 X <br />CJ3L <br />I <br />CJ3 <br />ER <br />CA <br />CJ1 <br />cr) LO <br />LO co <br />v v v <br />J TYP @ 2 STORY <br />S6 <br />ROOF FRAMING PLAN_ <br />SCALE: %4'=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <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 />1870 <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 />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1!2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 -10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 -10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. !(18)10dx1-1/2 <br />HTT4 <br />4215 <br />5/8"ANCH. /(18)10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1(26)10dx1-1/2" <br />HTT5 <br />5795 <br />5/8"ANCH. /(26)10d x1-1/2 <br />K <br />HD36 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />HDSB * <br />4505 <br />3785 <br />5/8"ANCH, 314" STUD BOLTS <br />TDX6 <br />5350 <br />-- <br />2 - 7/8" DIA. BOLTS <br />M <br />HD76 * <br />6645 <br />5650 <br />7/8"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />10140 <br />-- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 ** <br />1005l915 *" <br />8 -10d x 3" <br />JUS26 <br />1000/1080** <br />-- <br />8 -10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />-- <br />(20)16d x 3-1/2" <br />G1 <br />HUS28 <br />1760/4095 ** <br />1720l3125 ** <br />30 - 16d x 3 1!2" <br />HUS28 <br />2950/5090 <br />-- <br />30d -16d x 3-1l2" <br />R <br />MTS12 <br />990 <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 />990 <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 />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1l2" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w! 12" <br />EMBED w! SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w112" <br />EMBED wl USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />114" x 2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4" x 3"WEDGE BOLTS <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1!2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP7 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 -10d <br />SP2 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)1 Od x 1-1/2"CN <br />* MINIMUM <br />3"MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />«"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. <br />REVISED 10-17-19 <br />LOADS --ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) (B) <br />( ") <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 @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 -18d 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 S0. PINE #2 OR t12 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />To the beat of the Engineers knowledge, irNonnaGon and belief, <br />the structurel plans and apedNcetlona contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residertial Bth Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />8 8 ���pNiJR <br />� <br />0 <br />NN � tb N LL <br />jrA, � <br />