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3 <br />c <br />S <br />CD <br />n <br />rn <br />r <br />0 <br />L0 <br />I <br />rn <br />m <br />c <br />z <br />to <br />N <br />O <br />LO <br />0 <br />rn <br />�o <br />tea+ <br />.L <br />a <br />rn <br />N <br />CL <br />E <br />E <br />L <br />Jy <br />N <br />r <br />0 <br />U <br />O <br />I <br />i <br />0 <br />i <br />0 <br />0 <br />U <br />L� <br />0 <br />t2 <br />00 <br />0 <br />0 <br />a <br />rn <br />0 <br />N <br />0 <br />W <br />M <br />D <br />rA (2) <br />CJ <br />> <br />LID M <br />U U ��1 CJ 1 <br />CJ3 <br />CJ5 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 USP HD410F w/ (10) 10d NAILS) <br />3/16" TAPCONS TYP. BEAM T( <br />I (2) 2x12 #2 SYP WD. BM. w/ 7/1 <br />EJ7 I FLITCH PLATE. BOTT. OF BN <br />18 <br />FG1 D1 <br />TYP. BM T <br />COR <br />GE1 <br />co W W <br />m m com co m m U <br />:::F:=1 <br />U <br />V <br />> > <br />y`�jLU U <br />CJ3V <br />CJ5V <br />EJ7V <br />- <br />x (2 <br />co <br />Q <br />c~o <br />Q <br />�l <br />I- <br />< <br />co(J- <br /><< <br />j <br />/ <br />� <br />1 <br />-- <br />I- <br />Q <br />(2)A <br />x <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VA <br />C7 <br />rp EJ7VA Q <br />i- <br />1- <br />Q <br />O <br />EJ7VA <br />EJ7V <br />EJ7 <br />T <br />Q <br />CD <br />r_ <br />Q <br />co_ <br />Q <br />LOco <br />Q <br />EJ7 <br />T <br />Q <br />EJ7 <br />I� <br />EJ7 <br />" <br />CJ5 <br />CJ3 <br />M LO <br />U U <br />J <br />U <br />AND (6) <br />CMU <br />5" OSB <br />. @ T-O" <br />D CO. <br />VER <br />J <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/26/19 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />110 - 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 -10d 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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. 126 1061-1/2" <br />HTT5 <br />3225 <br />5l8" ANCH, /(28)10dxl-112 <br />K <br />HD B * <br />3130 <br />305 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5 * <br />4505 <br />37 <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 />C2 <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 />F <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />1 1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />T <br />MT320 <br />1000 <br />860 <br />14 -1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1 1005 <br />14-1 Od x 1-112" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4"x2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1 Od NAILS AND <br />(5) 1/4"x3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od 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 Od 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 (B) TRUSS <br />Al I <br />(B) <br />B) <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 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (6) 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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR 2 PLY CARRIER—t .--(A) <br />INTERSECTIONS. <br />SPLICING <br />/ 2 x CONT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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 />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />FRAMING <br />2X TOP PLATE TO - <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C.- <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />FALSE BEAM ( <br />SCALE: 3/4" = V-0" <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />GABLE END <br />ROOF FRAMING PLANT <br />SCALE: %4'=1'-0" <br />0 <br />Ire <br />u <br />C <br />o — <br />0 <br />co <br />Z N O <br />0 0 <br />z g <br />AIIIIIIIIIIIN10% <br />Q <br />M <br />VJ\ <br />N z <br />n, o <br />U <br />W <br />Vi Y <br />Ca w o <br />ii` <br />w F <br />o <br />tir6 <br />� � <br />m �w � <br />x <br />m <br />Q <br />sm <br />N N <br />o a <br />�� <br />ZLU <br />�'i owl a w <br />LU a �g <br />Z qt od ki'pf�� <br />U.d <br />Uv <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 />� <br />w <br />Cl) <br />M <br />i ¢ <br />o <br />Z <br />U- <br />QE <br />O <br />U <br />z o <br />WO <br />» <br /><N <br />Z® <br />o n <br />t' (6 <br />< o <br />XU <br />Wi <br />c <br />0O <br />O >_ <br />N <br />o< <br />~o <br />o� <br />aZ <br />wo <br />< z <br />¢� <br />m <br />c <br />-a�i <br />Y <br />'m'<w <br />~OEE <br />U:)J <br />v`ni <br />� <br />7W <br />o1 <br />o <br />Iz <br />go <br />dZ <br />H <br />J <br />� <br />O <br />$LL <br />w <br />W F <br />=3 <br />U' <br />0 <br />� O <br />O <br />�Y <br />°zl< <br />a x <br />° 3 <br />c <br />T <br />N <br />>(o <br />^L' <br />W <br />'> m <br />I� <br />N <br />.—. <br />c� <br />M <br />—j <br />O <br />QC <br />U 0) <br />N <br />c <br />01) <br />LO <br />.� Z o <br />LO <br />LO <br />T <br />2 CO C, <br />r <br />ai <br />C <br />I\ co N <br />N <br />o <br />z <br />Z <br />I. r` <br />E Q In <br />E <br />c <br />d <br />U -j Q p <br />-j <br />JOB <br />NO: 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />