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9111 NIP _ <br />,,,. /-1% <br />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 />1 455 <br />320 <br />8-8d <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 />1 9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dxl-112" <br />HTT5 <br />3225 <br />518" ANCH. /(28)1061-1/2 <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. 314" STUD BOLTS <br />TDX6 <br />5320 <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 />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />I US26 <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HI, IS26 <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 />1 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 - 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 />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 -10d 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 />24-1Od 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 -10d <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />555 <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 />(+ +) <br />(B) <br />(B) <br />(A) <br />t OR 2 PLY <br />CARRIER <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 <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) MAYBE USED, FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />E <br />CONT LEDGER <br />(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 />NU I It: 5tt SHEt I U-1 rUK KUUF FRAMINU 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 />(D!P <br />Z 0 <br />0 <br />—0 <br />z(D <br />Z <br />Q <br />O <br />J <br />Cz <br />In (D <br />Q) <br />4.J w <br />Q <br />U — <br />w <br />O C <br />m <br />~ <br />o <br />(� ~ <br />o 0 <br />mr- <br />U <br />W <br />E <br />�M <br />CD cn <br />cc ce) <br />CO <br />06 <br />y �,+8 <br />o <br />u- 000 <br />C4) <br />mC-o <br />o� <br />Qo <br />-- <br />v CL <br />rnQo <br />A' <br />N C 8 D C <br />:,` <br />T.� �`o,S 5 <br />' <br />e <br />`w� ? <br />�P0Q, <br />r <br />� <br />a. <br />un: <br />Z'o�r� <br />Qa L, <br />Q�. <br />.,r <br />LLI W N <br />o'rrtitll�t <br />o <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 />Z N <br />O a) r, <br />i>i(nMO <br />M <br />Ln <br />Q - <br />z <br />a in—�r <br />vl I- <br />LL U" <br />Q ro <br />U 0- <br />00 <br />� <br />Q � <br />§ <br />z f° <br />J <br />W <br />� <br />J <br />0z <br />�o <br />Za <br />z� <br />Z <br />Z 0— <br />waE30 <br />rsz-0 <br />J <br />ZWwX <br />0 Z <br />� a zi <br />0 <br />`J <br />aalE g <br />0 <br />Z <br />� � O <br />L <br />C <br />OZ <br />z <br />gz <br />4 <br />Z <br />DC <br />LL <br />D <br />O <br />T� <br />00 <br />0 <br />a <br />WE <br />U <br />2 <br />J <br />LL <br />LL <br />>9 <br />Ch <br />O C) <br />*`' <br />O <br />Q Y r- <br />Mx <br />C)U0S <br />z<o< <br />N <br />cc <br />z <br />c0a� <br />Q <br />Z <br />� <br />"�qa2 <br />�a <br />2: <br />OZo <br />�MZ zQ <br />�W <br />k <br />Z <br />Z <br />0 <br />LM <br />� <br />N <br />Q <br />UJI <br />J O <br />z <br />aW <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />