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UPLIFT CONNECTION CROSS-REFERENCE <br />IARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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 />1870 <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 />1870 <br />1585 <br />10 -10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />1 10 - 8d x 1 1/2" <br />D <br />H3 <br />1 400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 -10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 -10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. /(18)10dxl-1/2 <br />HTT4 <br />4215 <br />5/8" ANCH. /(18) 10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26)10dxl-1/2" <br />HTTS <br />5795 <br />518" ANCH. /(26) 10d x1-1/2 <br />K <br />HD36 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />518" ANCH. 314" STUD BOLTS <br />TDX6 <br />5350 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 314" STUD BOLTS <br />TDX10 <br />10140 <br />— <br />4 - 7/8' DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 `* <br />8 -10d x 3" <br />JUS26 <br />1000/1080** <br />— <br />8 -10d <br />P <br />HUS26 <br />1320/3235 *" <br />1335/2820 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />— <br />(20)16d x 3-1/2" <br />0 <br />HUS28 <br />1760/4095 " <br />1720/3125 ** <br />30 -16d x 31/2" <br />HUS28 <br />2950/5090 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <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 />990 <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 />990 <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 <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 17 <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />1 <br />22 -10d x (1) 5/8" ATR w/ 17 <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />SP1 555 535 10 -10d SPT22 735 8 - 10d <br />SP2 1010 605 12 -10d SPT24 1090 12 -10d <br />HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20 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 SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 <br />LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.7 OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6') <br />"FASTEN EACH (e) 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 />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 />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 />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'4r ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />(A) <br />OR 2 PLY <br />BARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />t <br />i <br />\�`\a`,Old\f11 <br />VPOWN <br />.. <br />ti <br />Q <br />1 �rC <br />0 SS \Q <br />lift/t118{i�tt <br />To the best of the Engineers knowledge, information and belief, <br />the shictival 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 stnx;Wral engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />I- <br />E �p pppp Epp <br />� �O N N i• �k <br />OCCll J J <br />LL� VVV�l11 LL LL W a <br />W <br />N c6 w vi m <br />i ii a Y <br />Z <br />0 <br />ay <br />ayrn M <br />g m w m 0 <br />j <br />2E°'cr Boa <br />CL "j <br />ILW <br />N <br />z <br />0 � ❑Do❑ <br />W <br />Ur RZ t <br />Z <br />r; <br />Z g <br />v <br />rZ <br />N <br />NcDL <br />Z <br />� <br />"V <br />LOLI � <br />O <br />W P <br />L <br />v <br />I <br />U <br />_ • <br />c <br />M <br />W <br />J <br />E <br />O <br />SIG <br />QCL <br />M <br />X' <br />� 0 <br />z <br />N� <br />K <br />q�yQQW&W� <br />r L <br />n7 <br />CO <br />ao <br />m� <br />O <br />Z <br />J <br />cry <br />aw <br />8 <br />O <br />O <br />�w <br />J <br />H <br />EN <br />M <br />IM <br />� <br />L <br />Id <br />1c <br />121) <br />"> <br />00 <br />d' <br />0 <br />0 <br />Q <br />T <br />N <br />00 <br />M N <br />r <br />m <br />z <br />V <br />r <br />O <br />M <br />z <br />cc <br />c <br />a <br />E <br />0 <br />ui <br />¢ a <br />JOB <br />NO: <br />20-0553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />