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I. i�:1 119+I[AlLat 1AL--=........ 6. s_... - - Ai _[1 1 i - -- - - - . 41 . - - 1".,..L. 44-� s *- i :u I i Inn+ i :w 11 1 1 - <br />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 />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />1 320 <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 />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 />1 5l8" ANCH. / (26)1061-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(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 />HD513 * <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 31/2" <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 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 1-1/2" <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/ 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 />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 1 535 10 -10d SPT22 735 8 -10d <br />SP2 1 1010 1 605 1 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/ 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 />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 />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, (8) 20 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 5-0"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 />REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />0 W <br />ti <br />*� <br />• 'G <br />_' h <br />OF <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within fhese <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�_ 8 <br />N it <br />V M N <br />0 �r,a <br />LL LL <br />ae <br />w <br />� <br />M <br />u LL 6a <br />y <br />v1 <br />> �LL <br />LU <br />j <br />a a'aa, O <br />he <br />"j <br />m u? <br />0 OF <br />rY .0 0 <br />W 0 Earn <br />a o <br />_' NQMZLL a <br />ix <br />U F <br />Z U <br />❑❑❑❑ <br />W <br />Z N t0 <br />Q <br />J <br />a 8 <br />t/1 z � <br />■ <br />W <br />v — .W <br />0 w r- <br />U1 c E <br />02 <br />v) <br />Is8 <br />® <br />_ 0 <br />m <br />CID <br />Cl)V3 <br />M <br />W <br />z <br />J <br />ILL- <br />d <br />8 <br />w <br />SZ <br />� <br />E <br />Z0 <br />oa <br />E <br />f6 <br />O E <br />N <br />o <br />X U <br />04 <br />p <br />°8 <br />WSp <br />p U <br />a <br />yd. <br />< o <br />m 0 <br />Z <br />10r <br />10 <br />cu <br />SSY(.� <br />NO <br />>� <br />U <br />aZ <br />W <br />c) <br />o <br />Flo <br />o 3 <br />1M <br />d <br />L <br />0 <br />>� <br />C:) <br />.= <br />TT <br />M <br />a <br />C m <br />CO <br />F— <br />a)Nftmooe = <br />t\ <br />T� <br />04 <br />� <br />(,CotN <br />T O <br />T- <br />E <br />T M T <br />2 <br />Z <br />c <br />E O H <br />E � <br />E :3 <br />m <br />c <br />d <br />U -j Q p <br />JOB <br />NO: 20-0564 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />