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TYP. AT <br />CORNERS <br />i•71:{e] <br />TYP. @ <br />LOW ROOF <br />TYP. <br />U.N.O. <br />TYP. @ <br />SINGLE <br />STORY <br />TYP. @ <br />LOW ROOF <br />2x BLKG. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />Q <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />I 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 />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 -10d 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 1061-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. ! 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.I2610dx1.1/2- <br />HTT5 <br />3225 <br />5l8-ANCH./(2810dxl-1/2 <br />K <br />H <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />H <br />4505 <br />3785 <br />5l8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />D7B * <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 />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 31/2" <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" I 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 />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-M MAXIUM SPACING ON VERTICALS OF B TRUSS <br />IN <br />■I■IB\ <br />� <br />� <br />I <br />I <br />- - <br />�� �I I I► <br />It <br />i� l <br />� <br />I <br />I <br />! <br />I <br />__ <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 48.00. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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 01 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER —1 . — A) <br />INTERSECTIONS. SPLICING / 2 x CONT LEDGER <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 />FLOOR CONNECTION <br />(A) <br />OR 2 PLY <br />'ARRIER <br />(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL <br />OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />LOW ROOF & FLOOR FRAMING PLAN B <br />SCALE: 74"=1'-0" <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />a <br />0-0 <br />Z M <br />z0a <br />Z <br />Q <br />J <br />Z <br />V) <br />cn <br />4-J w <br />rz 0 <br />.0 <br />O <br />= <br />E <br />V) <br />U <br />o <br />�) <br />LU <br />W MLL <br />U <br />Q °� <br />o <br />A <br />B <br />' <br />D. <br />N C B D C <br />Q U <br />SyF• 1. �� <br />� <br />...... • <br />IUL Wc,:' <br />• /'ft�' <br />n�' i`� <br />��. <br />v <br />III i(i(Fi <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 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 N <br />Owr-, <br />M O <br />„ M <br />M LA <br />NO <br />LLn <br />.-. <br />H CLCO <br />CC�o.� <br />Q 0000 <br />W <br />Z M <br />J to <br />d- <br />O <br />teu <br />z� <br />a <br />W <br />c <br />Z <br />,-a <br />0 <br />z <br />Ln <br />N <br />C <br />C <br />In <br />.. <br />LL <br />'vo <br />Z <br />O <br />azp� <br />HIAM <br />ni <br />c <br />LU <br />�-- u' <br />g 6 <br />a s <br />J <br />�/ �"bttz <br />T' LL <br />�WWH <br />ozi <br />F-a <br />z <br />M <br />z <br />a <br />" <br />_J <br />J <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />9 <br />