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ILOCKING <br />IY <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 />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 />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 />1400 <br />1400 <br />110 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />-HTA20-18 <br />1 <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />19-1 Old X 1 1/2-& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH./(18) 10dx1-1Q <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />1 4350 <br />— <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTTS <br />3225 <br />5/8' ANCH, 1( 8) 1 Odxl-1/2 <br />K <br />HD3B - <br />1 3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD58 * <br />4505 <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. 3W1 STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 <br />1005/915 <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 1-1/2" <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 - 10d x 1 1/211 <br />MTW20 <br />1 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" ATR W/ 5" EMBED W/ SIMPSON "SE-r- <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" EDGE <br />BOLTS <br />'Ir <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 />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 RECI'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 ARENS & 24" <br />OC FOR CARPET ARENS <br />DROP HIP <br />DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />+ <br />7/ <br />IA I I I I X\ <br />(B) <br />B) <br />(A) <br />-IJ <br />(+ <br />%\—I 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 />(B <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 />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 /><j1 <br />FOR HIP PLANING TRUSSES. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />"i <br />,OR 2 '1111E <br />INTERSECTIONS. <br />SPLICING <br />/ 2 <br />x croVY'LNMER <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 />ji� 11 <br />I : Will I WAK <br />SCALE: Y4"=1'-0" <br />0�2 <br />Z CY) <br />Z <br />V) 0 <br />(1) C-/) <br />U <br />0 <br />V) <br />- �12 <br />E <br />0 <br />W <br />c') <br />8 0 <br />04 <br />(D 'M <br />Lij <br />E <br />lain <br />0) Cl) <br />c: C0 <br />2 q <br />0= C\I <br />2 <br />W <br />C) W <br />a) <br />o <br />LL 00 <br />-:5 - GO <br />0 CU <br />--.4 iz�l <br />43) <br />-)d <br />0 <br />U) 0- 0 <br />U') 0 .;r <br />V CL <br />6<6 <br />A <br />I <br />N-C B D C <br />al'o, <br />00 <br />Cn <br />d <br />N <br />LL-. <br />LU <br />L,-c <br />M- <br />, �rk <br />r V 0 <br />Z 9-- <br />I � I., I <br />- S <br />Us <br />-,v <br />LU A <br />0 x <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 />Co de 5th 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 r,4 <br />0 CUN <br />4-j C:) <br />, 5 -0 <br />> o <br />p <br />4-J <br />< U-) (0 Ln <br />Z <br />C1- <br />2: (Al <br />a) In <br />L- LL <br />CL <br />U CL OC) <br />Z <br />Z 3i E <br />Z <br />Uj C:) <br />—j C:) <br />W <br />0 <br />,-Z <br />E0 <br />ZE <br />Z <br />08 0, <br />50. <br />U Z Z <br />LZL, <br />Z" <br />0 <br />0 Ln <br />u- 0 <br />li-� <br />Zco <br />z <br />u" <br />>Z, <br />L0 <br />rr <br />2: Z <br />z <br />Z <br />0 <br />-0 <br />N <br />LL <br />fu <br />Lr) <br />Cr <br />0 <br />0 <br />0 <br />U <br />LL <br />Uzi <br />LU M <br />1.4 <br />LL- <br />0 <br />r- P, 0Z <br />< <br />06 <br />0 <br />0-" <br />co 2t <br />r%% <br />8 2� <br />1Z <br />< <br />u, <br />Z <br />Z <br />uj,3 LL. 2 <br />- �: <br />LLj <br />Ln <br />Uj <br />< <br />Lij <br />< <br />Z <br />, 0 Z <br />9 =) <br />8 <br />0 W!J <br />� 14 :C <br />g�98 <br />ro <br />Z <br />< <br />< <br />U) (n <br />z <br />0 <br />Z <br />LU <br />-2 <br />< U) <br />z <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION No' 10 <br />SHEET NO. <br />7.1 <br />Z <br />:9 & <br />