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UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />0 CONNECTOR FASTENERS CONNECTOR <br />SYP SPF SYP SPF <br />FASTENERS <br />A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 <br />10 - 10d x 1 1/2" <br />B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 <br />10 - 10d x 1 1/2" <br />C H2.5A 600 535 10 - 8d RT7A 670 565 <br />10 - 8d X 1 1/2" <br />D H3 455 320 8 - 8d RT3 610 525 <br />8 - 8d X 1 1/2" <br />E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1400 1400 <br />10 - 10d X 1 1/2" <br />F HHETA20 2235 10 - 1 Od x 1 1/2" <br />G H10A 1340 1015 18 - 1 Od x 1 1/2" RT1 6A 1380 1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H HTT4 3610 3105 5/8" ANCH. A18) 10dxl-1/2 HTT4 2715 518" ANCH. /(20) 10dxl-1/2 <br />i HTT5 4350 3740 518"ANCH. 1(26) 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28) 10dxl-1/2 <br />K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 - <br />2 - 5/8" DIA. BOLTS <br />L HD5B * 4505 3785 5/8"ANCH. 3/4"STUD BOLTS TDX6 5320 - <br />2 - 7/8" DIA. BOLTS <br />M HD75 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX1 0 7845 - <br />4 - 7/8" DIA. BOLTS <br />N LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** - <br />8 - 10d <br />P HUS26 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 - <br />(20)16d x 3-1/2" <br />Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 - <br />30d -16d x 3-1/2" <br />(2) <br />R- MTS12 1 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 <br />14-1 Od x 1-1 /2" <br />A <br />(2) <br />S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 <br />14-1 Od x 1-1 /2" <br />T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1 1005 <br />14-10d x 1-1/2" <br />U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8" ATR 5" EMBED Vill SIMPSON "SET" EPDXY <br />V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 <br />(16)1 Od NAILS AND <br />(7) 1/4" x 2-1/4" <br />(5) 1/4" x 3" WEDGE <br />ly I I <br />TITENS <br />BOLTS <br />It I <br />—CJ3 <br />HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 <br />24-1 Od X 1 1/2" <br />Cil <br />ce) <br />LO <br />..... ..... ..... ..... ..... .... .... . .. ........... ..... . <br />LO <br />M <br />1 <br />CA <br />Spi 585 535 10 - 10d SPT22 685 <br />8 - 10d <br />SP2 1065 605 12 - 10d SPT24 1030 <br />12 10d <br />'CJ <br />HCP2 1 645 555 1 12-1 Od X 1 1/2" <br />CJ3 <br />CJ3 <br />MINIMUM 3" MEMBER <br />[;EJ7 <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 />CJ5 <br />CJ5 <br />CJ5 <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />EJ7 <br />EJ7 <br />LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />EJ7 <br />EJ7 <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />EJ7 <br />EJ7 <br />(2) <br />x <br />EJ7 <br />.... ..... ..... ..... <br />. <br />EJ7 <br />... ..... ..... ..... <br />(B) (B) <br />EJ7A <br />EJ7 <br />(A) <br />............. <br />............. <br />A 1 11 11 11 <br />EJ7A <br />EJ7 <br />Al I 1 11 1 11 11 <br />- <br />(+ *\-I OR 2 PLY <br />CARRIER <br />2 <br />EJ7A <br />M <br />11 <br />EJ7A <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") <br />'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />(2: <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />EJ7A <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). <br />(B <br />INT RSECTING 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 H <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. H <br />EJ7A <br />T1 <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 />-0 <br />EJ7A <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2CP —(A)— <br />�,P <br />:2 <br />CLYCARR�IER---J <br />IRSECTIONS. SPLICING ER <br />INTE __12 NT LEDG <br />0 <br />To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />r- <br />FRAMING SPLICING. <br />��J7A <br />< <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. <br />1'7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />EJ7B <br />CN <br />C14 <br />1. (2)12d TOENAILS EACH SIDE OF FLOOR <br />EJ71B <br />I CP <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />Cr <br />BEARING U.N.O. <br />CJ5B <br />B <br />CJ3A <br />CJ3A <br />/CJ5 <br />< <br />04 <br />RA <br />to <br />0 <br />< 0 <br />r- <br />:;J A <br />r- LID Cf) (D 00 <br />< < < < < < < <br />...... .... . ... .... ..... <br />..... <br />.. .. <br />.... .... <br />—F .... <br />.... ... .... .... <br />CN <br />C14 <br />vo <br />(2) <br />(2) <br />(2) <br /><D <br />A —0 <br />A <br />A <br />C, <br />!�2 <br />E <br />W <br />E <br />C') <br />M <br />E <br />a <br />0 <br />ROOF FRAMING <br />PLAN <br />SCALE: Y4"=l'-O <br />C> <br />V) (D <br />Q) C —f) <br />4--J Lu <br />0 LU E <br />r" 0 <br />V) =D U) <br />Cn ce) <br />V) 0 <br />Fn <br />a) C13 <br />LU 0) Cl) <br />r- C', C', <br />E c-0 -0 <br />0.1 <br />.2 a. <br />LL 88 <br />0 Co jz:�, <br />11 -�e <br />gC> <br />0 7T, <br />0 <br />< C5 <br />D-c <br />A I <br />N <br />re <br />11D <br />CF <br />z W -N <br />LE <br />0 5 p. <br />z <br />[ED -ql < <br />LW �E EE E3 <br />ow C <br />0 E] <br />o e es o e ngmee s now e ge in orma ion, an <br />belief, the structural p ans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Co de - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portion s of the drawing pages bearing Engineer's signature <br />and seal. <br />C) <br />Z <br />0 <br />P-4 4-J C) <br />U0 — <br />:3 <br />> U-) <br />z r) C) <br />< On fu U') <br />-0 <br />r- <br />0 N <br />(1) — Ln <br />< L— LL <br />fy) <br />U ro q <br />CL 00 <br />z z E <br />z § (0 <br />LU C:) F- <br />-j 0 <br />W ii-0 <br />0, <br />2 <br />EE <br />Ce 0 <br />u-1 <br />z <br />0 <br />L) <br />< cue <br />z 11i - X <br />u zz <br />W�z <br />UvIi <br />Z Z <br />> < z <br />Er z <br />z LL V) <br />fy) <br />I <br />0 <br />z <br />0 -0 C: 0 < <br />U fo x <br />_j <br />LL- > <br />0 <br />U- 0z <br />0 u_, ox <br />01 7-117i <br />r-4 <br />CZ, <br />< 09 <br />Z S- 0 2E Coe <br />Z <br />LIJ Lr) co, <br />0 <br />—j T-1 V) =01 <br />0zu <br />< LU <br />z LU z <br />C:) Z t— C� <br />U ji <br />z <br />z <br />ca Uj < V) <br />0 00 z <br />rn V-4 0- <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MJAMES <br />VERSION NO' 4mO <br />SHEET NO. <br />7.0 <br />