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UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYp <br />gpF <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 />18 - 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 />9-10d X 1 1/2"& 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. / 18 1061.1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20)1061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH, /(28)10dx1-1/2 <br />K <br />HD <br />130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />5/8" ANCH.314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8"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 />1115/1060** <br />— <br />8-10d <br />P <br />HUS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 -16d x 31/2" <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 />1 — <br />30d -16d 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 - 1Od 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 />MTW20 <br />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 "SET" 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" WEDGE <br />BOLTS <br />W <br />"X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 585 535 10-10d SPT22 685 8-10d <br />SP2 1065 605 12 -10d SPT24 1030 12 - 10d <br />H P2 1 645 555 12-10d 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 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 />IS <br />0101010 <br />In <br />10101010101010101 <br />In <br />Ef�I�I�I�I�I�IWI�I\ <br />1-��I�I�I <br />W <br />1■I�I■I�I�I�I\��I� <br />��I <br />Ill�i�lll <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES l 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" x3" 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. M <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 <br />1 <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 5'1 ON A HORIZONTAL PROJECTION. <br />ROOF FRAMING PLAN A <br />SCALE: %4'=1'-0" 120MPH ENCLOSED <br />ii <br />(A) <br />OR 2 PLY <br />ARRIER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />U <br />M <br />_._. o <br />z <br />CL <br />Z <br />Vi Ut <br />cra <br />4-1 LLo <br />U — <br />LLJ <br />O <br />~ <br />y <br />o0 <br />�Vi l <br />�✓ <br />L1J � <br />F' E <br />—�i <br />4M M <br />C CO M <br />N <br />Oo <br />S N <br />0 <br />r LL <br />co <br />N <br />BYO <br />< <br />A � <br />B D. <br />NCBD..D./C <br />oa t <br />♦r�A.�.28 <br />Z-2 w <br />-j <br />cc:ZS <br />�ii� ¢ e <br />J — <br />It Lli <br />6 ,ult <br />N q <br />C LL ,0 Y a� <br />i <br />riff <br />W UvV���` <br />j 'Fa 0 `il <br />Cell <br />W <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 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 cV <br />O a� <br />pi:LjIll <br />I>tnMO <br />M <br />Q M Ln <br />ILA <br />z <br />¢ LL <br />�3-CL 00 <br />z E <br />z�� <br />W <br />J <br />� <br />S <br />�Lez <br />w <br />z <br />wmz °' <br />VF-�Na0 <br />Oz>-zaU <br />Z>--QUOf� <br />26ZZ��yuuuf-Z <br />C7Z� �w <br />aaU 0LO <br />O <br />C:) <br />O W 04 <br />CL0Z0 <br />,�. <br />w <br />J <br />O <br />3 <br />1A <br />1 <br />^1 <br />In <br />z <br />J <br />boa <br />�oz <br />fu <br />z <br />zZfaz <br />z <br />��oZ8r <br />�la�Wac� <br />N <br />LLJ <br />O <br />w L uj < <br />�<00O <br />��U. <br />Ozw <br />O <br />z <br />Q <br />.. <br />�— <br />.. O <br />" <br />LU <br />z <br />z <br />g <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />100 <br />JOB NO: 17-1799 <br />SHEET NO. <br />6 <br />.� .�.. i... dll 1, Ili 111,11 'oL. il i11 edfildM1l 1 l-till I N1,1111 110 miii, uiIDFl c�I�malc��,�, i .., I, i.i :u, <br />