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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 />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 />10 - 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 />18 - 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 1 112" <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. / 18 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 1 26 10dx1.112" <br />HTT5 <br />3225 <br />518" ANCH.1(28)10dxl-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />H <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 />718" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS96 <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 />O <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 />1 1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1Od x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1Od 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 />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1Od 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" 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 />10 -10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 1 Od <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />5 <br />12-1 OlX 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 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />+ +) <br />(B) <br />B) <br />(A) <br />(+ <br />i OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 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 <br />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 <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. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />E <br />1 OR CONT LEDGER �A) <br />INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NO I E: 5EE SHEE T D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP a@ INT. <br />BEARING U.N.O. <br />SCALE: 14"=1 r-0" 1 <br />J <br />- J LI <br />L� <br />0 <br />N <br />8� <br />z <br />f0 <br />z <br />Q <br />2 N <br />U) z a <br />N U o <br />1� <br />T <br />U � Q <br />m <br />w H <br />U') c�- E <br />V ur) <br />o <br />—oft <br />03 � <br />U m <br />w <br />m E <br />UI. <br />U o <br />� � <br />° <br />r• Q <br />c <br />N �D <br />N <br />O� t0 � ONO <br />4Q <br />fA <br />_ H N <br />LU z N ° a a <br />v., I�trj�iE� 3 0 <br />0Q <br />_z <br />•'• <br />�`i. � • r, sae. `f 'O � <br />�-'•. �.1-3 <br />• `�� 01 b <br />" <br />G <br />`v <br />.if► ••`•. P' 1. •" <br />Q�0FES <br />J4r <br />E!!t11Ox"'���� <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />O <br />CO <br />Cl) <br />a <br />w <br />z <br />M <br />oz <br />� <br />J <br />U- <br />N E <br />a p <br />iv <br />go <br />ym <br />¢k <br />o <br />�a <br />oa <br />S O <br />oO <br />Oz <br />Z <br />O E <br />N <br />i <br />Qz <br />O <br />¢o <br />Wz <br />a� <br />C <br />^ <br />z <br />Oa <br />U <br />E <br />mp <br />z <br />Oz <br />V1 J <br />N m <br />¢ ° <br />Q w <br />E i <br />W <br />of <br />oLL <br />�U <br />a <br />nw <br />00 <br />�a <br />�o <br />a <br />O <br />R <br />ila <br />�3 <br />C O <br />O <br />W <br />L <br />co <br />�— <br />s— <br />CM <br />O <br />Q <br />C U o <br />N <br />� <br />m M <br />t\ <br />T <br />O <br />T— <br />r <br />O <br />T 04 <br />LO <br />M 0000 <br />ai <br />E <br />T M N <br />co <br />�' <br />o <br />Z <br />E p ID <br />cc <br />0- <br />v a o <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />