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CAA <br />CJ3A <br />CJ5A <br />TYI&--.." <br />CJ5A <br />CJ3A <br />CJ1A <br />< 2 <br />> <br />'2 2 <br />Xv <br />ilk <br />CJ5A <br />C-J3A <br />CJ1A <br />< 2 <br />Ln <br />> �02 <br />P. 2 2 <br />J2 > <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 Old x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />B <br />HETA1 6 <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 />1 600 <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 - 10d 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 />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 />1 518"ANCH. /08) 10dxl-lQ <br />HTT4 <br />2715 <br />5/8' ANCH. 1(20) 1001-112 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/T ANCH. / (26) 10dx1-11? <br />HTT5 <br />3225 <br />518- ANCH. 8) 10dxl-1/2 <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 />56'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, 314"STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LLIS26 <br />116511070 <br />1005/915 <br />8 - 10d x W <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />1-111,0,26 <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 3 112- <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 />14 - 10d x 1 1/2" <br />MTW20 <br />liar, <br />10 111.5 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - I Od X (1) 5/8" ATIR 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 Old 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 />1 1030 <br />1 <br />12 - 10d <br />HCP2 <br />6 5- <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 RECI'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 & 241, <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(+ +) <br />7AAf <br />(A) <br />A I <br />)-?A I t <br />- <br />qk\—1 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 <br />POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 3"GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />�"Prf <br />H <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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />(:� I <br />1? R;�01 R I JR—J --(A) <br />?2 PG <br />INTERSECTIONS. <br />SPLICING <br />. C <br />OW1 C R <br />R <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" I <br />Oro <br />C1 <br />V) (D <br />Q) <br />C—/�l <br />4--J LU <br />0 LLA <br />F- <br />IC3 <br />LLJ <br />c C1151 <br />0 <br />0-, <br />< <br />k <br />Al <br />I <br />BID. <br />*— -�-3 <br />E <br />'E <br />PIP <br />g <br />Ap 0 <br />L&j <br />cc <br />6 Lo <br />N <br />To the be <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />z <br />0 <br />P-.4 4-j <br />* F3 110 <br />In C) <br />C:) <br />z <br />rn <br />11`0 Ln <br />2. in <br />in <br />z <br />a) Ln <br />LL <br />F- <br />cl� U CL 00 <br />< E <br />Z <br />W <br />z <br />LLJ <br />-j C) <br />Lu <br />z g <br />H <br />F� <br />-0 <br />Z <br />Q- <br />o <br />00 <br />a <br />IN <br />00 <br />M <br />z <br />I <br />LL <br />Ln <br />0 <br />0 <br />L'u <br />U- <br />0 <br />Igg <br />0 <br />u,0 <br />r--4 <br />< <br />N <br />im uj W <br />Z <br />z <br />UJI <br />T-4 <br />Ln <br />ug, <br />-4 <br />1 Lij <br />2: <br />< <br />z <br />m <br />T-4 <br />rn <br />cc) <br />0 <br />CD <br />r,j <br />00 <br />Z <br />Z <br />:5 <br />LLJ <br />-C <br />r-) <br />T-4 <br />1 <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />7.1 <br />. 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