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TYP. @ HIP O (2) <br />CORNERS <br />;1 <br />TYP. <br />U.N.O. <br />Q—\ <br />G <br />TYP. <br />U.N.O. <br />X (2) <br />D <br />C� <br />J1A 'S✓N D <br />9 D <br />CJ3A <br />CJ5A <br />1 <br />O <br />CO <br />7 <br />C <br />Cn <br />G <br />N <br />1 <br />n <br />D <br />CJ3A <br />CJ5A <br />Q <br />TYP. <br />U.N.O. <br />J <br />O <br />A <br />C <br />W <br />) <br />=--7 <br />come—_ <br />M <br />D <br />C <br />D <br />S6 <br />TYP. <br />U.N.O. <br />A <br />CJ5A <br />CJ3A <br />n ✓j <br />D n 9 J <br />D <br />n <br />L7 <br />BGD <br />J <br />SHINGLE <br />ROOF <br />G (2) X <br />TYP. <br />U.N.O. <br />CONTRACTOR <br />INSTALL REQ D <br />CONNECTORS <br />PENDING SHINGLE <br />OR TILE ROOF <br />X <br />TILE ROOF O <br />(2) <br />17 <br />w <br />S6 <br />TYP. <br />.N.O. <br />X <br />B02 <br />B01 <br />CJ5A <br />CJ3A <br />�1P C_ <br />J1A w D <br />D <br />EJ <br />A <br />CJ5A <br />CJ3A <br />y✓> <br />D 1A <br />D <br />7 <br />&J <br />TYP. <br />U.N.O. <br />y <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 />110 <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 />0 - 1 Od x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />- 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 />110 - 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 - 1Old x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Od X 1 1/2% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. / 18 10dx1-1/2 <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)10dxl-1/2 <br />K <br />HD B * <br />3130 <br />305 <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. 3/4" 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 - 1 Od 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 />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 - 1Old 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 - 1Old 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 />1 1850 <br />1 1810 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />"X" HTS 20 1450 1245 24-1Old 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 1 1065 1 605 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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 (-). <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 <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 S-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�i°` <br />BUILT-UP STUD PACK <br />NAILS & (2) 4" BOLTS W/ SEE PLAN FOR MORE INFO. <br />NUT & WASHER. (VERIFY <br />CONNECTOR W/ <br />CORRECT ROOF PITCH) <br />HIGH UPLIFT GIRDER CONNECTOR <br />UPPER ROOF FRAMING PLAN -A <br />SCALE: %4'=1'-0" <br />SCALE: 1/2" = 1'-0" <br />12 PLY CARRIER -J <br />xCONTLEDGER <br />v__ <br />(A) <br />OR 2 PLY <br />ARRIER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 <br />Z M <br />o <br />zCO <br />co Z <br />U111 UI <br />Q) < <br />w <br />p <br />U — <br />w <br />O � <br />= <br />.@ <br />I <br />N <br />0 <br />�V) F- <br />U <br />m 1� <br />F— E <br />—8 <br />�M Cl) <br />N .00 M <br />Ooo <br />I, U 4) <br />L lL 00 <br />NYC <br />�Y <br />Q <br />In Off_ <br />d) Q O <br />A 1 <br />B D. <br />�N C B D C <br />`✓ <br />a� <br />co <br />W — m <br />C° Oy, ii <br />rn <br />Z r <br />T <br />Z F L <br />. <br />,LL <br />LU 154 <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 />0 <br />O <br />Z fV <br />O� <br />z <br />ice+ In M O <br />M <br />Ln <br />0 <br />00 <br />E <br />Z ?� (O <br />O � <br />WW <br />JC) <br />OZ <br />W�Co <br />W m Z Z G� <br />U MLU <br />0 0 <br />O z} O a U <br />Z Q Q U Q <br />2Z~Z <br />"gW � <br />Q U OW <br />O�D�WN <br />(M <br />�� <br />O <br />3 <br />N <br />0 <br />L1) <br />z <br />G <br />Wo <br />3 <br />Z <br />�� <br />Q <br />Q z U <br />w000� <br />ooz-o <br />-0 <br />z <br />LL <br />w <br />Wao0Dz <br />^` <br />W <br />z <br />O <br />~ H J W VS <br />> <br />p <br />pp � <br />a <br />o>U.Za <br />ct <br />��Qgga <br />>- <br />.-� <br />,--� <br />r-i � <br />o LL o <br />`�JOWa <br />DC <br />TI <br />LU <br />J W <br />aQ� <br />o <br />M <br />LL <br />Z <br />.. <br />? <br />F— <br />z � <br />:5 <br />z <br />O <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />10 <br />