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In\ T\/n /'7% <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />R73 <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 />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />1 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 />HD76 * <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 1-112" <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 555 535 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 (B) TRUSS <br />(B) <br />(A) <br />I OR 2 PLY <br />CARRIER <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 2 PL_Y CARRIER—t (A) <br />INTERSECTIONS. SPLICING / 2 x CO T LEDGER <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 />I <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />e l; `mot J �.- �. <br />/y+���• <br />. <br />O" <br />Q <br />N\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <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 />9) <br />//W <br />\ <br />E 000 <br />0 V N 4k <br />N <br />c> 6 <br />f 1 <br />0 <br />7 N J <br />p <br />a) C: u <br />w <br />0) <br />0) <br />.A LL -j a. <br />co <br />Q <br />y W - f, <br />��'iL � adLU <br />Z <br />0 o <br />, <br />(,Dr <br />_ m 0 <br />m�� <br />W <br />W <br />LL <br />IL <br />mo��D <br />2E°'a' Boa <br />rn'rR-�oL <br />'C <br />Z <br />No <br />N Z-(M ZQ U J <br />Z <br />d (.5 ❑❑❑ <br />W <br />IEEE <br />z N o <br />(D <br />z o <br />v <br />Q <br />J ("1 <br />� N <br />P) <br />a <br />u- <br />awl <br />l� <br />- <br />CS z <br />n <br />V <br />CS <br />Q <br />Q Q> O <br />N <br />—" <br />, U <br />E <br />� <br />� o <br />wa <br />� <br />c..a m <br />w <br />m r — E <br />U o y <br />C U) <br />14t <br />o <br />w <br />MN <br />o <br />Z <br />U- <br />Q E <br />0CU <br />zo <br />wz <br />� <br />>N <br />zo <br />aN <br />z© <br />oa <br />C <br />XO00 <br />¢ G <br />.O <br />O ¢ <br />r4 <br />CD�z <br />N � <br />wz <br />d i <br />(v <br />C <br />_ C <br />¢ o <br />x 0 <br />m O <br />0, <br />z, <br />(3)�'m <br />J <br />a"' <br />¢w <br />gz <br />ul <br />N <br />02, <br />az <br />a� <br />�E <br />aF <br />CD <br /><t <br />5 <br />00 <br />cN <br />0 <br />= <br />m <br />M <br />O <br />Y/ mco <br />O <br />T <br />TVe <br />O <br />J N <br />T <br />T <br />LO <br />~ <br />0 <br />O N <br />T <br />E <br />CM <br />M <br />o <br />z <br />z <br />E O <br />EL <br />E <br />U 1 <br />¢ p <br />-j <br />JOB <br />NO: <br />20-2752 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />j <br />b <br />-- ram 7TTTf n , fi�I i l :Ta;- i ILr'fG, Ali& Al U, i,i. h.Ih I 1—.,I—.Fl r� Il,.. it lT.,,, 1, -1 ; 11!�G r, <br />