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i <br />m <br />00 <br />N <br />v <br />o`no <br />o' <br />J <br />`0 <br />I <br />m <br />00 <br />N <br />v <br />x <br />0 <br />J <br />M <br />00 <br />ao <br />o= <br />i <br />a <br />N <br />/ <br />v <br />a <br />N <br />O <br />2 <br />v <br />c <br />r <br />r <br />A <br />T' M 0 2 <br />TYP <br />ro, <br />A <br />J <br />S6 TYP @ 2 STORY <br />FT1 GE <br />C <br />D_ <br />N <br />N <br />CJ5 <br />a <br />rn <br />w <br />nDi <br />LO <br />a - <br />1 <br />1 <br />Al <br />FTF1 <br />FTF1 <br />7 <br />ILL <br />--ii CO3 <br />1 <br />W <br />x <br />171 <br />D1 <br />I <br />IP a <br />1 LIJ <br />1 <br />FT8G <br />0 <br />� <br />m <br />— — — — — — 1 15 ---- <br />---- <br />42 <br />!1 <br />1 <br />— — — — — — _14 ---- <br />D.2 <br />co <br />m <br />------ ------ <br />W <br />><I <br />FTF10 <br />x <br />FC03 <br />FTF <br />to <br />CJ5 <br />CJ3 <br />1 <br />7 <br />D1 <br />1 <br />1 <br />CA <br />Ilk <br />FT1GE <br />M LO <br />�02 <br />S3 <br />b <br />J <br />S6 TYP @ 2 STORY <br />@ 24" O.C. <br />-0 <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 />1 10 - 8d x 1 1/2" <br />D <br />H3 <br />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 />5/8" ANCH. /(18)10dxl-1/2 <br />HTT4 <br />4215 <br />5/8" ANCH.1(18) 10d x1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 0dx1 -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 />1 6645 <br />5650 <br />7/8" ANCH. 34' 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 3112" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od 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 />1 (16)10d NAILS AND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X"rHCP2 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />555 <br />535 <br />10-10d <br />SPT22 <br />735 <br />8 -10d <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />590 <br />555 <br />12-1Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />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 <br />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. <br />REVISED 10-17-19 <br />LOADS -- ROOF = L 1360 FLOOR = L / 480 WI 3/8" MAX DEFLECTION. <br />FLOOR <br />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) B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (6) 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 />(B <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 />+ <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED NIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />4VAR <br />FOR HIP PLANING TRUSSES. R1 <br />1 <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 6-0" 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 />SEE SHEET D-1 FOR <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />ROOF FRAMING <br />aREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />DETAILS <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) —\1 <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />/-rF <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />4 <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />SEE PLAN <br />TRUSS BRG. <br />a ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />FC03 CANT. <br />FLOOR TRUSS CONN. <br />SCALE: 3/4" = P-0" <br />SCALE: %4'=1'-0" I <br />r� <br />r <br />Q <br />�0 •' <br />6 <br />4 O <br />- <br />\Q 0 <br />OFESSk <br />ft�`,nlWE <br />E f f tm#vl <br />i <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 <br />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 />Engineers signature and seal. <br />F <br />to <br />m <br />E <br />Q000 <br />N Xk <br />M N N N Co LL LL <br />d <br />y <br />w"rnoacww <br />= LL{ LL a a <br />M <br />C', w C6 <br />LL °- d w O <br />0 <br />Z <br />-0Cn0 0Wo <br />W <br />m0 �o BOO <br />2 N m <br />Co o i- r o <br />W <br />U LL�. <br />7' <br />M E T0 a T <br />�izNQO5= <br />N a coM Z V J <br />Z <br />0 U ❑❑❑❑ <br />W <br />o <br />� <br />z <br />z o <br />/1J <br />rI <br />Q � <br />J a, <br />a <br />M <br />V) <br />o <br />�� <br />LL <br />w o <br />� a <br />UIM <br />O <br />W <br />v , <br />� N <br />o <br />� <br />� <br />v m <br />w <br />E2E <br />0 8 <br />I <br />= <br />a <br />C 0 <br />M Y <br />o,co <br />�Q <br />sm <br />IW <br />co <br />zoI <br />Z <br />LL <br />E <br />z o <br />oo <br />> <br />Z® <br />E � <br />V <br />oa <br />CU <br />F— C <br />Mo <br />RU <br />&� <br />Up <br />oU <br />o� <br />C? <br />N <br />a0 <br />ao <br />�o <br />dZ <br />rw <br />rp <br />N C <br />� z <br />UY <br />U <br />m� <br />o <br />0"Z. <br />z <br />z <br />- <br />N <br />a <br />Wm y <br /><n <br />u, <br />Q <br />tiw <br />001 <br />Z <br />O <br />U <br />W <br />az <br />N" <br />=5 <br />o <br />a <br />nj <br />CO <br />zl�d <br />0�3 <br />= O <br />0 <br />> M <br />W <br />LO <br />'> <br />N <br />00 <br />co <br />Nco <br />c <br />� <br />) <br />V/� <br />C U <br />�) <br />A <br />1.) <br />m <br />M <br />0) <br />Vi <br />T <br />00 <br />Z o <br />00 <br />N <br />Lo <br />- N <br />r <br />°' <br />M <br />00 <br />T— <br />M N <br />o <br />CU <br />CN <br />N r <br />Z <br />z <br />0 O <br />CU <br />FL <br />0 o <br />O -j <br />Q p <br />-j <br />JOB <br />NO: <br />19-8533 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />