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UPLIFT CONNECTION CROSS-REFERENCE <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 />110 <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 />600 <br />535 <br />- 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <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 />10 -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 />9-1 Od X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. / 18 1061.1/2 <br />HTT4 <br />2715 <br />518" ANCH. 120 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 126 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. f 28 10dx1-1/2 <br />" <br />3130 <br />3050 <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 />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />I Lisgs <br />116511070 *" <br />/ 1 *" <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <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 -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 -1Old x 1 1/2" <br />MTW16 <br />1195 <br />1 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 />1195 <br />1 1005 <br />14-1Od 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)114" 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 />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 />LSP <br />585 <br />535 <br />10 - 10 <br />SPT22 <br />685 <br />8 - 10d <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />555 1 <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 />(B) <br />(B) <br />(A) <br />(+ <br />10R 2 PLY <br />Fri/ <br />CARRIER <br />r-r-t- "I - + -1 1 , I I I - <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />- <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 />(+) <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 />FRAMING SPLICING ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />2CONT <br />(A) <br />STICK <br />INTERSECTIONS. SPLICING <br />IEDGER� <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-0" 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 />ROOF FRAMING PLAN <br />SCALE: Y4"=V-0" <br />M <br />z�,o <br />Z <br />Q <br />a <br />Z <br />N <br />4"J W <br />0 <br />E <br />U' <br />W <br />M <br />Cl) <br />■ ~ <br />Ing <br />ON <br />Q rn <br />d <br />Al I <br />42 <br />Z <br />)& <br />�'•. <br />Op <br />Z )4J��• <br />Q Amu <br />LL <br />CL <br />To the best of the Engineer's know + , and <br />belief, the structural plans and specificat ons 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 />O <br />Z O <br />0 <br />P-4 M 0 <br />z <br />M <br />LLn <br />CL <br />N <br />V7 Za <br />2: 0 <br />fl. U- L. <br />CC V Q.00 <br />Q <br />W <br />z�(0 <br />J � <br />A <br />Z <br />W <br />a <br />a <br />U <br />LU <br />V <br />Z <br />06LU <br />0*1 <br />Q <br />p® <br />8 <br />M <br />M <br />■ ■ <br />M <br />c <br />� <br />3 <br />a <br />o <br />L <br />.> <br />O <br />U <br />L <br />J <br />W <br />o <br />O <br />�o9S <br />N <br />_8 <br />M <br />4� <br />Z <br />N <br />Z <br />Lu <br />N <br />Ln <br />u.i <br />o <br />U. <br />k <br />M <br />LA <br />Q <br />Z <br />Z <br />tu- <br />Wg <br />IS <br />IS. <br />00 <br />g <br />= <br />4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />