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TYP. AT <br />ENTRY HIP <br />CORNERS <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 />H ETA20 <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 />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 - 1Od 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 10dx1-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 1 0dx1 -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. 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 />1 1165/1070 * <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HUS26 <br />1 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 - 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 />1 1195 <br />1 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" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 112" <br />SP1 <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 <br />645 <br />555 <br />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 />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) 2A 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 C <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 />ROOF FRAMING PLAN B <br />SCALE: 14"=1'-0" 120MPH ENCLOSED <br />(A) <br />OR 2 PLY <br />'ARRIER <br />N N <br />t 2 PLY CARRIER (A) <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />z M <br />0 <br />z CD <br />— oLu <br />Z <br />Q <br />f � <br />Z <br />O <br />Q) <br />C <br />i--J <br />LU <br />'U <br />O <br />0 <br />— <br />LLJ <br />Lam" <br />1- <br />0 <br />Cn co <br />~ <br />.20 r` <br />U <br />W <br />a) co co <br />c m cM <br />I _ E <br />— U <br />2 -O M <br />O ONO <br />= N <br />L LL co <br />0 <br />qq <br />I�U <br />N <br />N <br />Y <br />) Q O <br />LO O � <br />Q °a� <br />rnQ o <br />A' <br />B D® <br />N C B D C <br />1 <br />E, <br />ar <br />N <br />Z W.M 0, <br />w o .. <br />c <br />ul <br />Q <br />fu <br />!Ws <br />zv 0, m 4) .o a <br />3✓ a o <br />�,E rn <br />O � " <br />W¢M <br />o.4)y <br />o <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications <br />contained <br />within these drawings comply with <br />the Florida Building <br />Code 5th Edition (2014) Residential. <br />Engineer's signature <br />and seal is only for the structural engineering <br />portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />CD <br />Z N <br />O N N <br />��o <br />�>+ M O <br />M <br />Q (n 'p tll <br />d U i <br />Q) — Ln <br />Q <br />U p_00 <br />Q <br />E �. <br />Z <br />WJ <br />C:) <br />[r' <br />J <br />Oz <br />wLL 0 <br />wcoZz>� <br />Ua�z00 <br />zQQUQQ <br />2 z w <br />Z <br />(Dz0taw <br />agU�0o <br />00�00 <br />OF -apZO <br />�. <br />��w <br />J <br />O <br />AT--1 <br />1 ` <br />- <br />L l <br />W <br />'4 <br />1 <br />�Qz <br />1 <br />w <br />LL <br />Q <br />O <br />w0000 <br />U bZm O <br />.> <br />z <br />OOLU <br />W�o0Z <br />z <br />z <br />_ <br />o <br />r <br />(7UJZ¢ OU <br />¢ J r <br />-� <br />NLU <br />88LL <br />u, <br />LU <br />O <br />a w 0 0 <br />M a0 <br />,./ <br />Lr\J <br />V) VX z <br />rr <br />L <br />-aYW <br />¢ ¢ ~ <br />C:) <br />U. <br />W <br />Z <br />O <br />> <br />0 <br />g <br />—j <br />a <br />SCALE : <br />AS NOTED <br />PLOT DATE: <br />12/7/2012 <br />TECH: <br />MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 17-5178 <br />SHEET NO. <br />6 <br />