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UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />5PF <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 />1 455 <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 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Old <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. 118 10dx1-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B* <br />3130 <br />3050 <br />5/8" DIA, BOLTS <br />TDX2-TZ <br />2345 <br />1 — <br />2 - 5/8" DIA. BOLTS <br />L <br />* <br />4505 <br />3785 <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 />56 <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 31/2" <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 31/2" <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 />1 1195 <br />1 1005 <br />14-10d x 1-1/2" <br />S <br />MTS16 <br />1 1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1 1195 <br />1 1005 <br />14-10d x 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1 1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od 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" x2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1Od NAILS AND <br />(5)1/4" x 3" WEDGE <br />BOLTS <br />,x. <br />HTS 20 <br />1450 <br />1245 <br />24-1Od 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 />12-10d 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 REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 />10112 PLY <br />CARRIER <br />14 <br />TT-T— <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 (8) 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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />2 �y Cq�R�ER A) <br />INTERSECTIONS. 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 T-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRP <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 P <br />D0 L' <br />z M <br />O <br />93 <br />o <br />z N <br />ID Q <br />13 <br />J <br />D` <br />U)Ln Z <br />Cz <br />Q) c/) <br />4"J w <br />U — <br />OLU <br />�- <br />0 <br />V) <br />go <br />F— <br />U <br />1 N <br />N M <br />Lu <br />E <br />® U <br />r-ca M <br />m a ch <br />0 O <br />(� a <br />O <br />L LL O <br />~ 00 <br />p M iz�l <br />f y <br /><C°o� <br />p 0 <br />Qo <br />a <br />Do <br />N-C-B-0-C <br />W c <br />Sim <br />1, CKY <br />{y em <br />JUW <br />.n.' <br />0+eb�na <br />aw <br />m�f <br />N - <br />0 <br />7 q,l�Ektp( I(i �� 1�\� <br />C O <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />C) <br />Z N <br />0 <br />N <br />O <br />(� <br />j <br />M <br />Q (,r) 'M Ln <br />C3-d- <br />U- <br />Q <br />ce U Q ,-a <br />a �� <br />f0 <br />Z <br />WJ 0 <br />d- <br />�R <br />W� <br />za <br />z� <br />Z <br />Qua <br />0 0 <br />Q$wujX <br />J <br />o�Z <br />J <br />tYf O <br />T <br />Z <br />W z N <br />Im— W <br />L <br />� <br /><] � <br />} p <br />U <br />\ <br />/ <br />l[yz� <br />z <br />a <br />Z <br />L <br />O <br />p <br />U <br />-r <br />J <br />LL- <br />p <br />H6 <br />' <br />O <br />Miami <br />N <br />4Oa <br />tDaa3 <br />Q <br />ar2: <br />Z <br />0 go <br />�W <br />W <br />� <br />W <br /><� <br />W <br />0 <br />Qzu <br />ri <br />1,0 <br />Q <br />Z <br />Z <br />LU a l- <br />uj z <br />a <br />mz <br />Q <br />Q <br />J <br />= <br />a z <br />r n <br />r-I <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />7.0 <br />