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TYP. <br />COI <br />TYP. <br />.--. U.N.O. <br />TYP. <br />U.N.O. <br />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 />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 />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 -1Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8' ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. (20 10dxl-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)10dxl-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. 34' 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 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />I HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <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 -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 />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 />HCP2 1 645 555 12-1Od 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 />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 C-). <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 />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'-0" ON A HORIZONTAL PROJECTION, <br />GIRDER TRUSS (IF 2PLY <br />CONTRACTOR TO SCAB ON V-0" <br />LONG 2x4 TO TOP & BOTTOM W/ (2) <br />8d NAILS @ 3" O.C. TO PAD OUT <br />TRUSS TO 3 PLY) <br />(2) 2x TOP PLATE <br />SCAB ON TO --/ <br />TRUSS IF 2PLY <br />USP WUSC53 W/ (8) 10d--ZZ*"° <br />NAILS & (2) 4" BOLTS W/ BUILT-UP STUD PACK <br />NUT & WASHER. (VERIFY SEE PLAN FOR MORE INFO. <br />CONNECTOR W/ <br />CORRECT ROOF PITCH) <br />HIGH UPLIFT GIRDER CONNECTOR <br />UPPER ROOF FRAMING PLAN B <br />SCALE: 1/2" = 1'-0" <br />(A) <br />OR 2 PLY <br />:ARRIER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />f--� <br />C <br />Z o <br />Z <br />Q <br />J <br />U C� <br />cn <br />4--J w <br />� p <br />'U — <br />w <br />O � <br />� C/i <br />~ <br />H <br />o 0 <br />U <br />h w E <br />8 <br />rn M c� <br />�arMi <br />o.a(, <br />- ai <br />C)5n <br />r,, li co <br />00 <br />i^' Y <br />a p� <br /><t M <br />o <br />A' <br />B®®', <br />N•C B-D C <br />¢., <br />to <br />o `#A�YC f <br />m <br />cp o co <br />Z "Z <br />10 <br />9b hY <br />floj <br />L A4 CN <br />,,,���++ <br />mL <br />W <br />= o <br />U <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 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 />O <br />O <br />z fV <br />O a) N <br />ice+ M O <br />M <br />Q "v L n <br />�. <br />ON <br />Q L U- <br />a <br />Ce a M-I <br />Q o0 <br />ro <br />J <br />Wz <br />� <br />d' <br />J <br />O z <br />W ILL Q <br />w Z H a <br />U17- V)o0 <br />ZZ>C)aV <br />F- <br />L z Z z <br />2 z <br />00 <br />n V 0 <br />O nr 0 O! Ln <br />N <br />aozo <br />C:) <br />_ <br />LA <br />N <br />Ln <br />z <br />v)oa <br />Z Y a <br />o0QMWo0 oz <br />fNp <br />z <br />z <br />�L <br />z/ <br />L0 <br />O <br />�a14LU <br />P6 <br />J <br />♦/� <br />V� <br />=�Y' <br />J LL <br />tY�LLyI W u-Qzo< <br />? <FQQ- O C <br />O <br />. LL.I <br />o f <br />O <br />M <br />LL <br />Z <br />.. <br />. <br />jH <br />Z <br />g <br />z <br />O <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />10 <br />