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P. @ HIP <br />RNERS <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 - 1 Od 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 - 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 />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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />11nn <br />ci-1 nri Y 1 1/2"& 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH./(20) 10dxl-112 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 1 (26) 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dx1-1/2 <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 />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 />116511070 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 1 Od <br />P <br />HUS26 <br />1550/3335 <br />1335/2820 <br />_ <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 />200014220 <br />172013125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />25701434 <br />— <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-1 Old 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 />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />11qr1 <br />1n05 <br />14-1 Od 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 />1 2150 <br />1850 <br />1(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />1850 <br />1810 <br />(16)1 Od NAI LS AN D <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />M <br />11X11 HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Od X 1 1/2" <br />Spi 585 535 10 - 10d SPT22 685 8-10d <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <br />P r-- P) A45 RRR 19-1 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 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 MMUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <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 r). <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 <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 6-0" ON A HORIZONTAL PROJECTION. <br />UPPER ROOF FRAMING PLAN B <br />SCALE: Y4"=V-0" <br />� 2 PLY CARRIER <br />x CONT LEDGER <br />(A) <br />OR 2 PLY <br />,ARRIER <br />I <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />a <br />(D 1� <br />CC") <br />(0-r-M-R-1) <br />0 <br />L/) 0 <br />Q) U-3 <br />4-J LU <br />ru 0 <br />U <br />0 LLJ <br />E <br />0 <br />U) CO <br />U0 <br />C14 <br />E <br />a) co <br />0) Cl) <br />C co cl) <br />.0 <br />'r C\l <br />co'c') <br />0 <br />A <br />LL 00 <br />-125 - <br />0 <br />0) <br />I'd <br />U) C) <br />0 <br />< 0 <br />A I <br />& <br />c� s.".c. <br />P <br />tb <br />cc Cn <br />LO <br />C,P, <br />0. <br />Z <br />U- <br />I IL LIE 0 <br />Cl- <br />F� <br />,,a C-4 <br />z <br />LL <br />C, <br />jAct <br />Uri' C% <br />W. LU <br />Tothe bestofthe Engineer's knoW1edk6,'ihT&mation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. 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LU <br />2: <br />C:) <br />re) <br />F- <br />< g <br />LL <br />z <br />0— <br />LU <br />> <br />z n <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: EMND <br />VERSION NO. <br />1525 <br />JOB NO: 16-6651 <br />SHEET NO. <br />10 <br />