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1-1 P7\ <br />UPLIFT CONNECTION CROSS—REFERENCE <br />7/26„9 <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 />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 -1 Od x 1 1/2" <br />O <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 />8-8d <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% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH. 12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(26)10dx1-1/2 <br />K <br />HD3 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD513 * <br />4505 <br />37855/8" <br />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 />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS 6 <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 />CZ <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />130d -16d x 3-1/2" <br />F <br />MTS 12 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW 12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />MTS 16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW 16 <br />1 1195 <br />1005 <br />14-1 Od 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 />14-1 Od 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) 1A" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od 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 />45 <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 (6) TRUSS <br />(B) <br />(B) <br />(A) <br />(+ <br />M1 <br />1 OR 2 PLY <br />CARRIER <br />I <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 I-). <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 />1 OR CON LEDGER A) <br />INTERSECTIONS. SPLICING <br />f <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 />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: 1/4."=1 J-0" <br />of <br />a <br />(1J1 <br />fh � <br />� o <br />o <br />z <br />_I M <br />0= N <br />a <br />c <br />o <br />Q) <br />W <br />4—J V) <br />'-" � <br />If <br />O _.__ m <br />w �— <br />cn c E0. <br />�Ln = N <br />o <br />+ice^j I <br />U m <br />rn r E E <br />0 8 <br />aim <br />u .. <br />=w <br />_. <br />¢ <br />rn of <br />N �D <br />-. ry <br />m z <br />� ova 8 � z <br />C7 N 2 <br />U) <br />/ <br />�ZLU <br />o tiyl <br />10ZW <br />7 9 <br />1 C•jbUA.�� � <br />b <br />�.I <br />Cq <br />i {trrJ.kcQi.��" <br />t'r <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 />Reside ntial 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 />co <br />co <br />M <br />z0 <br />w <br />z <br />z¢ <br />LPL <br />Q E <br />O <br />zo <br />Q O <br />E <br />}m <br />Q N <br />ZB <br />oa <br />f6 <br />—a) <br />-�014 <br />U <br />O F <br />O <br />z <br />C <br />O C <br />N <br />o <br />�o <br />¢ o <br />az <br />ttW <br />L <br />co CY <br />C <br />y <br />m P <br />O <br />of <br />Z <br />} <br />z <br />uJ <br />cn 3 <br />C- <br />po <br />w "- <br />g <br />O <br />U <br />a <br />N W <br />U <br />ao <br />z <br />= <br />�— <br />xF <br />O <br />cfl <br />o� <br />}O <br />a <br />o� <br />=Ia <br />U <br />0 <br />.N <br />0 o <br />�r <br />L <br />Q� <br />CN <br />'> m <br />I� <br />co <br />co <br />N <br />o <br />Q <br />C `� <br />N <br />d. <br />Q) m <br />._ z o <br />LO <br />~ <br />r <br />= N 04 <br />r <br />ai <br />E <br />M N <br />o <br />z <br />EN N <br />pCA <br />co <br />`-° <br />FL <br />E o v m <br />U -1 Q p I <br />a�i <br />-j <br />JOB <br />NO: 19-5900 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />