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I',IILirtl'I'lllllll)1 _ ! ' I " 1 11 I II 1 '1I _ _` 11 1 1 11 11 . <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 - 1 Od 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 - 1 Od x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 - 1 Old 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 />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 -1 Od x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 10d X 1 1/2" <br />F <br />HHETA201 <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 />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH.11810dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH.120)10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH,l26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8"ANCH.1(28)10dxl-1/2 <br />K <br />HD313 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <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 />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <br />6645 <br />5650 <br />718" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUIS26 <br />1 1165/1070 ** <br />1005/915 ** <br />8 - 10d x W <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HUS26 <br />1 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 -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1Od 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 -1Od 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 />14 - 1Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-112" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />1 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1 Old X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <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 />HCP2 <br />1 645 <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 <br />& 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B)TRUSS <br />(++) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR; 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 />(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 />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 />va <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR 2 PLY CARRIER <br />(A) <br />INTERSECTIONS. SPLICING <br />/ 2 x CONT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-0" 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 FRAMI <br />NG PLAN <br />SCALE: %4"=1'-0" <br />0 <br />(D �, <br />cM <br />0 <br />Z <br />Q <br />J <br />C <br />IFTIMI <br />cn C� <br />Q) <br />C�7 <br />w <br />.( <br />J — <br />m <br />0 w <br />F- <br />E <br />In � <br />to0 <br />M <br />V <br />W <br />k-. F— EEo <br />® U <br />N <br />CI fC1 M <br />N ;0 M <br />O O N <br />C)a <br />C LL W <br />3 00 <br />0 M— <br />i <br />Y <br />U)Q-o <br />r0 O : <br />Q rn <br />rnQ o <br />A l <br />N C B- D C <br />vv!) <br />g <br />y <br />.> .., ti <br />co°' <br />m n <br />� ~ <br />U-'sZW <br />) <br />UMLII <br />OU <br />U <br />❑ ❑ <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 />Al <br />Z N <br />0 a� <br />f-4 4-j p <br />(nM0 <br />M <br />U-) ro U' ) <br />r1 toz i <br />U) 0 N <br />Q L Lli <br />CL <br />�U�Q00 <br />Q <br />Z U <br />W <br />0z <br />�o <br />z d <br />f a <br />a- ~ <br />z <br />W <br />Uz8O <br />Q <br />z , LU <br />0�z <br />n <br />0 <br />0 <br />aao <br />ohO <br />Z <br />o� <br />L <br />Cc <br />g <br />I..L� <br />Z <br />LL <br />C <br />G <br />2 <br />H <br />TW <br />Q <br />O <br />O <br />TVW[ <br />V <br />O <br />J Q <br />W <br />� <br />LL <br />7 <br />r <br />L <br />Q <br />pXOC, <br />Ne <br />.....-.,. :: <br />0 <br />Uam2 <br />LUDO¢ <br />Q <br />� <br />p0�� <br />z <br />CY <br />w <br />� �1 <br />..+/ <br />- <br />WU' Ij <br />jK <br />Q <br />Q <br />z <br />�0z <br />2WU <br />WF� <br />¢Wz <br />N <br />d' <br />�j <br />F z <br />Qz <br />¢ <br />0 <br />^ <br />J <br />= <br />z <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION No' 10 <br />SHEET NO. <br />7.0 <br />