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I , l <br />TYP, <br />U.N.O. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 />1 320 <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 />H 10A <br />1340 <br />1015 <br />18 -10d x 1 1/2" <br />RT 16A <br />1380 <br />1160 <br />9-10d X 1 1 /2"& 8-10H <br />/ <br />P. a@ HIP <br />1RNERS <br />J <br />I HTT5 <br />4350 <br />K <br />HID B* <br />3130 <br />L <br />HD5B * <br />4505 <br />M <br />H * <br />6645 <br />N <br />LUS26 <br />1165/1070 ** <br />P <br />HUS26 <br />1550/3335 *' <br />Q <br />HUS28 <br />2000/4220 ** <br />R <br />MTS12 <br />1000 <br />S <br />MTS16 <br />1000 <br />T <br />MTS20 <br />1000 <br />U <br />MGT/MUGT <br />3140 <br />V <br />LGT2 <br />2150 <br />W <br />HTS 20 1 1 <br />3105 <br />5/8'ANCH. 11810dx1-1/2 <br />HTT4 <br />2715 <br />5/8- ANCH. 12010dx1-1/2 <br />3740 <br />5/8" ANCH. / 26 10dx1-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />7 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />5650 <br />7/8' ANCH. 3/4' STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />05/915 *" <br />8 -10d x 3" <br />JUS26 <br />1115/1060" <br />— <br />8 -10d <br />15/2820 * <br />20 -16d x 31/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />0/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1 1005 <br />14-10d x 1-1/2" <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <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 />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />535 <br />10 -10d <br />SPT22 <br />685 <br />8 -10d <br />605 <br />19 - 10r1 <br />RPT94 <br />1030 <br />19 - lfki <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF B TRUSS <br />- --------- ---- -- <br />��------------------- <br />-_/_:SIB\ <br />------ <br />------------ <br />-----� <br />I <br />I <br />' <br />1-8-8 CLEAR GAP BETWEEN (8) 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) 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 1 I <br />INTERSECTIONS. SPLICING / <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-(" ON A HORIZONTAL PROJECTION. <br />UPPER ROOF FRAMING PLAN A <br />SCALE: Y4"=1'-O" <br />(A) <br />OR 2 PLY <br />ARRIER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />zo <br />— o <br />Z <br />Z <br />J <br />CL <br />a <br />Z <br />Cz <br />V) 0 <br />Q) � <br />w <br />p(D(Z <br />U — <br />w <br />O <br />.IV <br />E <br />� <br />v) <br />n <br />U <br />0 tNn M <br />w <br />~ pp <br />— Q <br />C /0 M <br />W C M <br />020 <br />= ai <br />L <br />U` <br />Q °v, <br />LOaFz- <br />o <br />LO <br />oiQ o <br />A' <br />NC { <br />B'DC <br />%e A 11 <br />e <br />•.`�' � t N <br />N <br />ttww <br />C <br />q p� <br />y�7( <br />..[A CL, s {'J <br />LLB*� <br /><Uj <br />�' ,�. <br />'"� <br />Z <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 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 />O <br />O <br />Z itV <br />O N� <br />i> Ln <br />M <br />aN vLLn <br />a Vf •,_ d' <br />Q �LL� <br />a <br />M <br />0 00 <br />Q <br />E� <br />t� <br />W.—I <br />Z <br />CD <br />d' <br />f <br />Oz <br />z <br />Oz>Z•Z<O <br />Z Q Oz <br />47- z F' <br />'-' Z <br />W � J <br />N <br />s,n 8 W R <br />rl <br />a€Oz <br />O <br />Ln <br />N <br />C� <br />LA <br />_Z <br />W O <br />CA�3 <br />o <br />Q <br />bo <br />co <br />s` <br />Z <br />w <br />CL LL' <br />z Z <br />WW0000 <br />~~� a15 <br />J <br />O <br />�$ o= <br />(All <br />oaz <br />zo <br />� � <br />InnED <br />� U <br />o <br />Meru- <br />z <br />.. <br />.. <br />0 <br />0- <br />z <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />10 <br />