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I <br />R <br />N <br />1;3 <br />0 <br />a <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <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 />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 1 112" <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% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dx1-112 <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. /(26)10d x1-1/2 <br />K <br />HD3B * <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. 34' STUD BOLTS <br />TDX10 <br />10140 <br />-- <br />4 - 718" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 1 Od 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 1 112" <br />MTW16 <br />1195 <br />1005 <br />14-1 Od 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 />14-1 Od 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 wl 12' <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1l4" 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 24-1Od 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 590 555 12-10d x 1 112" HHCP2 680 570 (20)1Od 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 READ ON ROOF PITCHES 3112 & 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 (B) 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 Y 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 RR�� <br />1 0 x;RT LEDGER (A) <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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />INTERSECTIONS SPLICING <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1 (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 />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />✓„ <br />j'J,_,. <br />i <br />�5 '0 VV �dlP <br />9 <br />�Q,PIE S �.•• �� <br />�! <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W Q <br />co <br />�E co O e- V E N cp - <br />214 �C <br />N N � In N LJ4 <br />r # <br />0) <br />W <br />+N+M�'�NO J #Lo a <br />7LLN LL <br />LL <br />W w <br />aw <br />z� <br />cLL <br />Zz <br />rCL <br />mo X, 0 0 <br />C m m --r <br />W <br />N CD <br />ME°'rn¢�a <br />IL <br />N Q Z¢ U O J <br />° <br />z <br />0 ❑❑❑ <br />W <br />M <br />M <br />N M <br />W <br />Z <br />Z � <br />._I M <br />LL N <br />N <br />M <br />Z c <br />L <br />(0 <br />•O <br />Cn Y <br />w $ <br />� <br />12 <br />w r— <br />C o <br />U m <br />w m <br />�— m E <br />0 8 <br />p I <br />zle <br />S m <br />U =o N <br />01- 0 <br />�Q <br />0 <br />`m <br />O <br />w <br />co <br />M <br />m¢ <br />o <br />z <br />J <br />� <br />E <br />t'Z E <br />E:co <br />¢ <br />zo <br />z® <br />U <br />ra <br />¢ <br />XO <br />OQ <br />w r <br />00U <br />01 <br />o E <br />N <br />ao <br />ao <br />�d <br />az <br />az <br />.� (LO <br />C <br />z <br />0O <br />.8(J <br />'0 <br />0Z <br />Zz <br />z <br />C/3 J <br />m <br />" <br />g rWn <br />v <br />� <br />r <br />O <br />U <br />W <br />Q- <br />� <br />a <br />d- <br />J <br />� <br />o <br />Y <br />w� <br />O <br />z Q <br />a <br />O <br />WM <br />>M <br />J <br />L <br />f0 <br />(0 <br />0 <br />T <br />i..{.. <br />O <br />Q0 <br />L� <br />m <br />r <br />N <br />T <br />O <br />C <br />N <br />1— <br />L0 <br />I <br />N od <br />LO <br />NCD <br />T <br />O <br />M r- <br />0 <br />E <br />M <br />I ri <br />z <br />C <br />E Q <br />d <br />U .3 <br />JOB <br />NO: <br />20-2750 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />