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"IF 1 "! 1-1 "j.py 1 9 1 1 11 1 I I <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 />1 345 <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 />1 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 -1Od x 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 1 Odxl -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)1 Odxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)1 Od 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 />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 31/2" <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 />MTS20 <br />990 <br />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 />3330 <br />22 -1 Od x (1) 5(8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od x (1) 518" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />I 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" <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 />SP1 <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 1 <br />555 1 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(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. <br />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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y 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 A2 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 n.110R2 <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 />a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />'ARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />ttt <br />'; �,��Z�11i1119iFSl <br />P 4NS. <br />eO <br />(w <br />` <br />� <br />fl'\Y <br />•�" 0 <br />1 <br />N <br />E�r,rl ft/fit tt f I1tt1����\ <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. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />w <br />W <br />Q <br />g 8 N N ik <br />V <br />N04 <br />r J <br />di <br />N rL3 <br />` C LL LL a.a aj v)CM W W <br />d <br />"0 <br />0 <br />J ILLL <br />G <br />LA8 = 0 0 <br />E <br />W <br />-15 Co m J <br />�2�m <br />CLZ <br />00 N <br />cr)Z <br />2 <br />N Q O J <br />° 07D <br />W <br />Z <br />z <br />Q � <br />rz � <br />W <br />N <br />Z -8 <br />s <br />�Ln <br />LL <br />t'6 <br />U <br />W <br />� <br />0 a <br />O <br />W g <br />N <br />�N <br />C N <br />S .. <br />'® <br />w ~ E <br />r 8 <br />_ <br />c <br />S� <br />o <br />W <br />Z <br />M <br />L- <br />= <br />o <br />05 . <br />za <br />2 <br />>p <br />aE <br />N U <br />a <br />� <br />=e <br />00 <br />z <br />04 ro <br />t <br />K <br />. <br />cg <br />�o <br />oLL <br />J <br />a� <br />�z <br />y� <br />o <br />U <br />W <br />L" <br />a <br />v <br />LL <br />a <br />o <br />w� <br />�o <br />v <br />zl< <br />> <br />•� <br />c <br />00 <br />N <br />Q <br />o <br />U <br />Ems- <br />T <br />O) <br />00 <br />._ <br />cc O <br />= 04 <br />r <br />I 00 <br />o N <br />N <br />T <br />TLO- <br />E <br />c <br />:3z N <br />M <br />rn <br />Z <br />O <br />E <br />N <br />LD <br />«: <br />a <br />0 <br />a o <br />JOB <br />NO: <br />20-6580 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />1 <br />