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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 />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 />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />1 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 />1 1040 <br />1015 <br />18 - 10d x 1 112" <br />RT16A <br />1020 <br />1160 <br />9 -10d x 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dx1-1/2 <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) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH.1(26) 10d x1-1/2 <br />K <br />HD313 * <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 />5/8" ANCH. 3/4" 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. 3/4" 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 />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <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 1-112" <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/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <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 />1 <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d 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 590 555 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 REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 <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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <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) (B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <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 1 OR PLY LEDGER (A) <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 5-0" 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 />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />c ,.xe��i691i�lill/!P � <br />vv <br />F 5 <br />'mot <br />�"w•�•......••' <br />,s• <br />>F�`°FFSS\O\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E <br />00 <br />�� Q <br />8 <br />C? <br />pip <br />N NW <br />N <br />£ 3 0 <br />7LL <br />a) <br />t[7 Q1 N <br />J# W <br />N <br />A Y <br />♦� <br />6M M 1 <br />IWL LL <br />J `— <br />W Lu <br />�' <br />d <br />z$ Z O <br />Z <br />m e <br />O x 1- <br />W <br />W <br />Z <br />:3 Cc <br />U <br />o <br />m <br />J Q a <br />p <br />N <br />aM <br />Q <br />J <br />V OLL <br />Z <br />rMi <br />z N <br />a <br />z � � <br />Q � <br />o <br />a <br />E3 <br />U) <br />(^/1' <br />M <br />z a <br />W <br />CD o <br />+1 <br />v <br />O <br />o <br />W <br />V) c <br />�M <br />U) <br />A <br />U <br />u J <br />OJ <br />mi.. <br />I <br />MCI <br />L <br />N <br />U O v <br />U) <br />Q Y <br />z <br />® <br />o <br />� <br />C <br />W <br />co <br />coo <br />y¢ <br />z <br />z <br />U- <br />Q <br />E OV <br />zo <br />�� <br />wo <br />z <br />Z>Zo <br />¢N <br />�® <br />oa <br />K O <br />O F <br />0 O <br />O Q <br />D <br />N t <br />L <br />z <br />0o <br />6p <br />az <br />�% <br />r0 <br />_ C <br />Y <br />wm <br />m� <br />O <br />0, <br />z� <br />Q) <br />a °g° <br /><w <br />z <br />tin <br />N 3 <br />°Q° <br />O <br />° <br />Q <br />U <br />w� <br />ao <br />a <br />NW <br />r� <br />oz <br />z <br />i 3 <br />o <br />O <br />-1 <br />a <br />zl< <br />OF° 3 <br />�N <br />0 <br />= <br />>� <br />. � <br />LO <br />r <br />� <br />O <br />(0 <br />m <br />O N <br />CF) <br />hLOT <br />■� <br />J N <br />r— <br />r <br />I Lo <br />M <br />r <br />1,., <br />00 04 <br />N <br />o <br />E <br />z <br />G <br />E O <br />`m <br />@ <br />F <br />E <br />U J <br />,7 �? <br />Q <br />C <br />J <br />JOB <br />NO: <br />20-8071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />