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OF <br />62 OS-11 <br />,- -.A <br />on. <br />Cil 1 <br />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 - 1 Od x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 1 Od x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 1 Od x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />1 455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 1 Old x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />1 <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />19-1 Od X 1 112% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 108) 1061-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. 1(20) 1 0dx1 -1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 1(26) 10dxl-1/2" <br />HT75 <br />3225 <br />5/8" ANCH. /(28) 10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />- <br />12 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />- <br />12 - 7/8- DIA. BOLTS <br />M <br />HD713 * <br />6645 <br />5650 <br />7/8" ANCH. 3/4!'STUD BOLTS <br />TDX1 0 <br />7845 <br />- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />1115/1060* <br />- <br />8 - 10d <br />P <br />HUS26 <br />1550/3335 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />- <br />.(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />- <br />30d - 1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />1 4 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />1 3140 <br />3140 <br />22 - 1 Od X (1) 5/8- ATR W/ 5" EMBED W/ SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />4-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old X 1 1/2" <br />Spi <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />1 <br />1 8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24- <br />1030 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 Od 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 241, <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />7' <br />=;A <br />J-1 (A) <br />(+ <br />[-\-1 OR 2 PLY <br />RRIER <br />z <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") <br />'FASTEN EACH (8) 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 <br />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 />M <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />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 />1 <br />R 2e Y R ER--J <br />INTERSECTIONS. <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />SPLICING <br />—(A) <br />'r <br />2x I N TC. D GIE R <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.)---� <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS-- <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />RM nfz;r�z q 0 1 R <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />\)FTRUSS BRG. <br />\-CONNECTOR AT <br />E CH TRUSS, <br />8d NAILS @ 249'O.C. SEE PLAN <br />TO BLOCKING -\-LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />//F C �O3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1*-0" <br />MAIN FRAMING PLAN <br />SCALE: Y4"=1'-0" I <br />(D LO <br />Z n <br />0 <br />—0 <br />CD <br />Cl- <br />U) <br />Z <br />V) 0 <br />Q) <br />C—J3 <br />4—J LU <br />ro <br />U <br />0 LU <br />E <br />V) <br />v) <br />0 <br />Cn <br />W C') <br />0 C) <br />CNI <br />LU <br />E <br />8 <br />Mce) <br />CY) Cl) <br />a W M <br />ca -0 co <br />—= 04 <br />00, <br />ai <br />0 <br />LL co <br />a) <br />.�e <br />co Ito <br />u') 0 '-T <br />0 <br />< 0) <br />CL --: <br />< 0 <br />N C, 11 D, C <br />11 efref <br />_8D. <br />ki <br />r�- <br />1 <br />�04 <br />to <br />04 <br />�1� <br />cj <br />:z <br />di VL <br />6) 9,10-D <br />LL <br />mill C: LL <br />0 <br />Z"4 t.0 <br />......... <br />(At. - <br />d" <br />E 9) j k:: <br />z —s <br />i <br />JW <br />I <br />LU <br />41MM <br />< 0 <br />10 <br />00 <br />�- <br />130 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />z r-j <br />0 a) <br />4.j C:) <br />1 5 "o <br />C:) <br />> rn <br />p <br />ro <br />fu U') <br />< <br />z <br />ON <br />Q) — Ln <br />< LL <br />F— <br />OC) <br />z <br />z E— <br />z 1170 <br />Lu F- <br />-1 0 <br />W <br />,z <br />0 0 <br />LL, <br />z- <br />zo. <br />z a: o: <br />z8o <br />Z LLj LJ Cr <br />iuz< <br />Dzz <br />0!� z <br />0 <br />cc) <br />U Lu <br />co," <br />:z @ <br />cu <br />z U-, <br />8 <br />> <br />z <br />Icy- <br />!Z5 <br />M <br />z <br />a <br />Lr) <br />ILL- <br />4 <br />a) <br />'0 <br />r .,% <br />CC <br />0 <br />Lr) <br />0 <br />0 <br />0 <br />—j <br />ILL <br />U— <br />9- UZI <br />LLJ <br />>� <br />0 <br />_Rz <br />0 <br />14-- <br />"45 <br />0 <br />se <br />x U0 <br />0 <br />Z<O< <br />Lu <br />-< -< <br />< <br />(2 <br />Lz <br />9E— <br />0 g <br />U- D 2 <br />z <br />LU <br />Ln <br />CY <br />0 <br />Lli <br />g <br />ozu <br />2 �2 V <br />0 <br />2: <br />z <br />g8 <br />0� Lj <br />"o <br />z <br />tFj <br />z <br />D <br />cy <br />V) <br />z <br />LU <br />Z <br />2 <br />< Ln <br />0 <br />z <br />LU <br />a. <br />U0 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />7.0 <br />-^\— 1 —1 1. 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