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q A A <br />(2) S3 <br />A (2) (2) <br />n <br />CJ <br />A w n <br />D can <br />/Y <br />CJ3A <br />CJ5B <br />D <br />w <br />D <br />n <br />D <br />(2 <br />� <br />-4 <br />Lnn <br />w <br />Q <br />¢ <br />D <br />Q <br />Q <br />Q <br />Q <br />w <br />_ _ <br />1 <br />1 I <br />1 I <br />1 <br />1 1 <br />1 1 <br />1 I <br />1/ <br />—�— <br />rn <br />oDo <br />o <br />N <br />17 <br />W <br />W <br />W <br />0 <br />U <br />U <br />U <br />m <br />EJ71B <br />7 <br />EJ7B <br />A <br />D1 <br />J7A <br />J7A <br />_ <br />Q21j <br />M <br />Li <br />EJ7 <br />1 <br />D1 <br />EJ7 <br />i <br />EJ7 <br />IX <br />EJ7 <br />EJ7 A <br />S3 <br />EJ7 <br />CJ5 <br />CJ3 <br />i? 0 y�> <br />fn W CA <br />L <br />i <br />VA <br />J7A <br />J7A <br />ERA <br />J7A <br />S3 <br />EJ7A <br />EJ7 <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />�,)A n <br />`o Ln <br />CJ 1 <br />A <br />q S3 <br />{2) 0(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />y„5 <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 - 1 Od 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 />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 -1 Od x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 -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 -1Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Od X 1 1/2"& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH.0810dxl-112 <br />HTT4 <br />2715 <br />518"ANCH.12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1.1/2" <br />HTT5 <br />3225 <br />5/8" ANCH.1(28)10dx1.112 <br />K <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 />HD7B * <br />W5 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS 6 <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 - 1Od 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 - 1 Od x 1 112" <br />MTW20 <br />1 1195 <br />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" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <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 />10-10d <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 />12-1 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 & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS <br />++) <br />(B) <br />8) <br />(A) <br />r" <br />•) <br />(+ <br />t 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 <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 <br />(+) <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) 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 />1 �2 <br />�y RRRR��EE <br />x CONT LAEDGER� �A) T$ <br />INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING, <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-WON 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 />SCALE: Y4'=1'-0" i <br />_ n <br />i <br />iZ- <br />z Q o <br />d N <br />M <br />z � <br />N o <br />T C!j Y <br />O <br />N c r <br />�v) N <br />U C° <br />w <br />O <br />U <br />• <br />oo <br />pp� N N <br />O <br />LU N N O C <br />TW V a' fTtF1/� <br />0o — N on <br />" <br />v r <br />ur <br />' I` , y, <br />To the best of the Engineers 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 />� <br />M <br />M <br />m � <br />w <br />Z <br />Q O <br />E <br />g0 <br />w <br />g <br /><ry <br />Z® <br />❑a <br />V <br />M <br />I--- rC <br />�O <br />UO <br />CD E <br />O <br />N <br />q z <br />w w <br />D <br />N C <br />� <br />= <br />N 8 <br />. <br />mO <br />z <br />Z <br />z <br />N J <br />N <br />O <br />¢m <br />'0� <br />Q W <br />zz <br />no <br />W <br />Q� <br />0 <br />�LL <br />Nz <br />J <br />o <br />w= <br />w< <br />O <br />N <br />of <br />03 <br />C C:)O <br />L <br />i <br />'— <br />N <br />CM <br />xN <br />r <br />0 <br />Q <br />C o <br />N <br />Cal <br />0 0 <br />o <br />0)T <br />0 <br />��.�. <br />.� J TO <br />LO <br />LO `� <br />rn <br />M M <br />T <br />ai <br />m <br />N <br />3 r y � <br />o <br />z <br />z <br />E O <br />E <br />c <br />d <br />U Q 0 <br />JOB <br />NO: 19-5331 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />