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M <br />DRY <br />OKING <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 11/7 <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 />1 455 <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 11/2" <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 />19-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5V ANCH. /08) 10dx1-1Q <br />HTT4 <br />2715 <br />541- ANCH. /(20) 1061-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/r ANCH. / (26) 1 Odxl-1/2' <br />HTT5 <br />3225 <br />5V AANCH. ) 10dxl-1/2 <br />K <br />HD3B - <br />3130 <br />518"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIX BOLTS <br />L <br />HD58 - <br />4505 <br />3785 <br />5V ANCH. 31C STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD715 * <br />6645 <br />7/r ANCH. 3/4' 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 />111511060** <br />— <br />8 - 10d <br />P— <br />HUS26 <br />155013335 <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 />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 1/2" <br />M-MM,2n <br />liar. <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />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) 114" 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 />"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 1 <br />12 - 10d <br />SPT24 <br />1030 <br />1 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 Od X 1 1/2' <br />1 <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 USIP CIA-7000C <br />NOTE: DOUBLE FELT REaD 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 ARERS & 24" <br />OC FOR CARPET AREXS <br />DROP HIP <br />DETAIL <br />2-0-0 MA)aUM SPACING ON VERTICALS OF (B) TRUSS <br />A 11 <br />B) <br />A <br />A' I <br />(+ <br />J\_1 OR 2 ILY <br />IER <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 (8) <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 />VN� <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 />R <br />�02ER <br />INTERSECTIONS. SPLICING <br />.�POV <br />T�M <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-V 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 f <br />ce) <br />0 <br />0 <br />z <br />< <br />0 <br />Z <br />V) (D <br />Q) <br />(—V) <br />4—J LU <br />U <br />0 LU <br />V) <br />E <br />0 <br />LU <br />0 <br />E <br />8 <br />a C14 <br />0 0 <br />g:S <br />LL <br />= -co <br />0 M <br />mo <br />J'd <br />< 0 <br />LO <br />d <br />A I <br />RD. <br />N C-13�1) c <br />IV <br />RC,j 0 <br />Z <br />ALM I- <br />0) <br />Am- LL <br />Uj <br />atJ6— <br />&L <br />To the best of the Engineer's <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 r-4 <br />0 cu r-, <br />1-� 4-j C� <br />In 1 5 1,41 <br />> Q <br />C:) <br />4-3- N <br />V) M Ln <br />0 <br />LL <br />U CL 00 <br />z <br />. E <br />Z <br />z <br />WLU <br />-j 0 <br />z,< <br />8 <br />-z <br />ai L) <br />zz � <br />�jz <br />Lu <br />0 <br />8 <br />z <br />0 <br />>7, Z8 <br />0 <br />L0 <br />cr_ <br />Z <br />N <br />L0 <br />LL <br />x <br />14 3: <br />r-4 <br />0 <br />0 <br />0 <br />—j <br />LL <br />I LLI <br />0 <br />Z, <br />0-1 <br />0 <br />r*4 <br />cr_ <br />uj <br />os <br />z <br />Z <br />LIJ <br />r14 <br />Ln <br />U. <br />I': <br />< <br />11�� <br />z <br />z <br />C�o <br />t2 z <br />z <br />z <br />=) <br />0 <br />5 <br />LU <br />z <br />- <br />rn <br />T-q <br />IL <br />tn <br />z <br />SCALE AS NOTED <br />DATE <br />2/24/2014 <br />TECH: <br />ERAND <br />VERSION NO - 10 <br />SHEET NO. <br />7.1 <br />