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3 <br />Q <br />N <br />N <br />v <br />x <br />.LO <br />02 <br />0 <br />J <br />p^ <br />LO <br />I <br />N <br />rr <br />r <br />Z <br />C <br />v <br />00 <br />O <br />J <br />M <br />L0 <br />0 <br />L <br />C <br />N <br />-O <br />H <br />Q <br />O <br />O <br />d <br />E <br />ayi <br />E <br />O <br />ID <br />LC <br />0 <br />U <br />i <br />U <br />N <br />O <br />51 <br />a. <br />O <br />O <br />LZ <br />N <br />0 <br />In <br />0 <br />0 <br />o.- <br />N <br />O <br />CV <br />LO <br />0 <br />on <br />W <br />0 <br />m <br />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 1 112" <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 1 112" <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. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />518" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />1 3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5350 <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 />10140 <br />--- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <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 />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <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 />MT820 <br />990 <br />1 860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT <br />3965 <br />1 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 w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" 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" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 1 535 1 10-10d SPT22 735 8-10d <br />SP2 1010 1 605 1 12-10d SPT24 1090 12-10d <br />HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)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 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. REVISED 10.17-19 <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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <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 (-). (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 />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 />1 OR 2 PLY CARRIER (A) <br />12 x CONT LEDGER <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 6.0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: %4"=1 r-Orr <br />10 <br />r <br />� <br />• � <br />\ <br />% <br />a <br />O <br />fp R <br />��#�� 11011E►+,03��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 <br />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 />W <br />W <br />F <br />co <br />E ONc0 r-- <br />Q <br />O_ V <br />O O O O) Co N_ 4k <br />Ci <br />Cam') N N C M CV LL <br />n <br />0 <br />Will <br />d cV) O> .Cn -r 3k W <br />BEN <br />a <br />o Z <br />z LJi <br />uj c) S W <br />mLL 52 11a L <br />-rah 0Wzo <br />ro W O W O O <br />W'Ft0r- <br />m <br />W <br />4 <br />2 E T ¢ o 9 <br />Z <br />'It QrNiz V 0 � <br />MLL <br />. . < <br />O <br />Z <br />v ❑El0 <br />W <br />Z N <br />0 0 <br />¢N <br />z o <br />J M <br />[Z O <br />CJ <br />V1 <br />c <br />w Q <br />n <br />U <br />� <br />O,,: <br />�N <br />t~ o <br />� y <br />o <br />q0i <br />� <br />o> <br />W C <br />I--- N E <br />8 <br />, <br />= O <br />y <br />U O N <br />Y <br />(ti CDN <br />Q v 0 <br />O <br />CO <br />tt <br />w <br />C*, <br />M <br />w ¢ <br />o <br />z <br />J <br />� <br />E <br />zo <br />>S <br />z <br />Q <br />U <br />wo <br />z <br />¢o <br />?® <br />❑ a <br />u0 <br />cca <br />CIL <br />X J <br />�< <br />Q O <br />o� <br />O E <br />N <br />o <br />�0 <br />¢ <br />az <br />�� <br />L <br />r0 <br />_ C <br />O <br />z ¢ <br />" <br />m O <br />z, <br />z <br />Cn <br />Zz <br />0 <br />J <br />Q SS <br />O < <br />U <br />a <br />Ow <br />wLL <br />oz <br />O <br />< <br />=3 <br />y0z <br />V <br />°z¢ <br />b <br />a3 <br />0 CM <br />= <br />> d' <br />rr <br />L <br />� <br />m <br />� <br />Al <br />W <br />m <br />`J <br />9. <br />rr <br />p <br />� <br />/�LO/� <br />W <br />�\ <br />C <br />O <br />O <br />0 <br />m <br />CO <br />cc 04 <br />Liz <br />r <br />E <br />T <br />M <br />° <br />Z <br />Z <br />° <br />E Q <br />v <br />to <br />a <br />E <br />U 0 <br />d p <br />c <br />a) <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />