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/A\ <br />t <br />Q <br />00 <br />00 <br />Y <br />D <br />3LOCKING <br />3Y <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 />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 />A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 112" <br />D <br />H3 <br />455 <br />320 <br />18 - 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 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 08 1061-1/2 <br />HTT4 <br />2715 <br />518" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. l 26 1061-1/2" <br />HTT5 <br />3225 <br />518" ANCH. l28 1061-1/2 <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 />B ' <br />6645 <br />5650 <br />718" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />11 /1070 '" <br />1005/ 15 '" <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8-10d <br />P <br />1550/3335 "" <br />133 /2820 "* <br />20 -16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />n <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 />114 -10d 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 -10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-10d x 1-1/2" <br />MGT/MUGT <br />3140 <br />3140 <br />22 -10d 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 />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <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 />585 <br />535 <br />1 - 10d I <br />SPT22 1 <br />685 <br />-10 <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 1 <br />1030 1 <br />1 <br />12-10d <br />5 <br />555 <br />12-10d 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 <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 RECI'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR = L / 480 W13/8" 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 />++) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 (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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR 2CPOL_YT�P�jFjl�� <br />(A) T <br />INTERSECTIONS. SPLICING <br />NN tt�uc�� <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 />NU It: Stt SFitt I U-1 F-UK KUUF- F-KAMINU 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 PLANT <br />SCALE: Y4"=1'-0" <br />u, <br />z M <br />Z <br />Z <br />Q <br />a <br />Z <br />Ln CD <br />cn <br />w <br />O LU -(DLn C <br />U' <br />w <br />M c <br />~ <br />= <br />lt3 M <br />U N <br />L -Q <br />Ln <br />A ' <br />B D. <br />Elt <br />ii !! <br />Wzf <br />W -fig C� L <br />W- ¢fir: <br />oz. <br />WLL <br />i <br />....1 <br />To the best of the Engineer's knowle ge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />I <br />O <br />Z N <br />0 <br />.>-.IU-)Mp <br />M <br />U-) M Ln <br />C- <br />0 <br />a) Ln <br />L <br />CL c � <br />CC U fl. ')0 <br />Q <br />Z <br />W <br />�� <br />Zag <br />r <br />Q <br />�O <br />Q <br />U <br />0 <br />Z <br />CJ <br />11 � <br />�® <br />z <br />% <br />Ln <br />Y 1 <br />z <br />A <br />IL 1` <br />LL <br />W <br />`� 3 <br />F <br />o <br />N <br />O <br />A <br />U <br />= <br />J <br />J <br />O <br />x <br />Z <br />Z <br />Y <br />W <br />-! <br />� <br />Ln <br />rl <br />W <br />Q <br />Z <br />UJ <br />� <br />Z <br />,—I <br />D1 <br />m <br />o <br />Z <br />g <br />L <br />X <br />0 <br />0 <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />7.1 <br />