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TY <br />Ulm <br />CKING <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 - 10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <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 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 1 d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />liAn <br />cl-lArl x 1 119-8 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518"ANCH. /08) 10dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH. /(20) 10dxl-112 <br />i <br />HTT5 <br />4350 <br />3740 <br />1518- ANCH. / (26) 10dx1-1/T <br />HTT5 <br />3225 <br />518"ANCH. 1 8) 10dxl-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <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 />5320 <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 />7845 <br />— <br />4 - 7/8"DIA. BOLTS <br />N <br />I t IS96 <br />1165/1070 <br />10051915 <br />8 - 10d 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 />14-10d x 1-1/21, <br />S <br />MTS16 <br />1000 <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 />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X (1) 5/8- ATIR 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)10d NAILS AND <br />(5) 1/4"x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2' <br />spi <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />I 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 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 <br />DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />A I I I I X\ <br />(6) <br />\—(B) <br />A <br />(A) <br />I+ <br />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) <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) 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 />1 R2PLY AA� —J —(A) <br />INTERSECTIONS. SPLICING <br />2x CCINT� <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-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 />ROOF FRAMING PLAN <br />SCALE: Y4"=1'-0" <br />D L -` <br />z c?) <br />CD <br />0 <br />Z(09 <br />zQ- <br />13 <br />z <br />U -0 <br />Ln (D <br />Q) <br />C-/) <br />4--J Lu <br />U <br />0 LU <br />E <br />M <br />IxI C14 <br />a) Cn <br />UJI <br />8 <br />RON <br />0) <br />co <br />0 - 04 <br />00 <br />= . <br />C) <br />S <br />= IL 00 <br />0 <br />0 CL <br />CLI Ng <br />< 0 <br />1 0) <br />0 'W <br />0) 0 <br />_a <br />D. <br />N C 11 D 17 <br />W__0 CD <br />C"! <br />%— <br />C!:b <br />n04 <br />z <br />RA 1� 0 <br />U& <br />U3 <br />z < L <br />0 <br />LL -M SJO, <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 seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />z <br />0 cu <br />1-4 :Lj <br />. C:) <br />V) :3 to <br />> U-) C) <br />C) <br />4-J <br />V) M Ln <br />in <br />V) 0 IN <br />— <br />LL <br />CL 00 <br />z <br />< E <br />z 3i <br />z M <br />LU C:) F- <br />-j (D <br />W to <br />z g <br />0 <br />1N <br />CU <br />> <br />-CR <br />Ln <br />z <br />D <br />CU <br />Lr) <br />LL <br />CC <br />0 <br />0 <br />0 <br />U <br />LL. <br />0 <br />LL <br />0 <br />0 <br />r4 <br />Z <br />Uj <br />Ln <br />4 <br />Lli <br />E <br />< <br />Z <br />x <br />< <br />z <br />c3 <br />00 <br />M <br />kD <br />co <br />0 <br />Ln <br />r�l <br />z <br />5 <br />UJI <br />9 <br />0. <br />V) <br />Fa <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION No' 10 <br />SHEETNO. <br />7.1 <br />