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UPLIFT CONNECTION CROSS-REFERENCE <br />3/7/18 <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />0 CONNECTOR FASTENERS CONNECTOR FASTENERS <br />SYP SPF SYP SPF <br />A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" <br />8 HETA1 6 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" <br />C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" <br />D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" <br />E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" <br />F HHETA20 2235 10 - 10d x 1 V2" <br />G H10A 1340 1015 18 - 1 Od x 1 1/2" RT1 6A 1380 11Rn 0- 1/0% 8-1 Od <br />H HTT4 3610 3105 5/8"ANCH. 108) 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20) 10dxl-1/2 <br />—J HTT5 4350 3740 5/8"ANCH. 1(26) 10dxl-1/2" HTT5 3225 5/8" ANCH. ](28) 10dxl-1/2 <br />K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 518" DIA. BOLTS <br />L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS <br />M HD7B * 6645 5650 17/8"ANCH. 3/4" STUD BOLTS TDXI 0 7845 — 4 - 7/8" DIA. BOLTS <br />IN LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d — <br />P 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" <br />Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d - 1 6d x 3-1/2" <br />R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-112" <br />A A <br />(2) <br />(2) <br />A <br />(2) <br />S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 14-1 Od x 1-1 /2" <br />S3 <br />T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1 1195 1 1005 14-1 Od x 1-1 /2" <br />U MGT/MUGT 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)lOdNAILSAND <br />(7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE <br />C- <br />TITENS BOLTS <br />. ..... ..... <br />..... ..... .... <br />HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" <br />C) <br />0 <br />0 C- <br />> > > > > < < <br />0 <br />0 <br />I Spi 585 535 10 - 10d SPT22 1 685 1 8 - 10d <br />A <br />C- <br />W <br />U) C> <br />< > <br />Cil <br />> > <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <br />HCP2 1 645 555 1 12-1 Od X 1 112 <br />MINIMUM 3" MEMBER <br />CJ3A <br />CJ3 <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 />E J15 <br />ALL EPDXY ANCHORS USP CIA-7000C <br />CJ56 <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />> <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION. <br />EJ7B <br />EJ5 <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />EJ5 <br />OC FOR CARPET AREAS <br />NBC_-13 EJ713 <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />EJ7A <br />G J3: <br />dcj <br />I I K <br />EJ7A <br />C- <br />< <br />W <br />...... <br />1 <br />J1 <br />(B) <br />EJ7A <br />EJ51 <br />A I I <br />1A 11 11 1 <br />EJ7A <br />4. Q2 <br />= — <br />CJ31 <br />(+ OR 2 PLY <br />/ <br />— CARRIER <br />EJ7A <br />K5 <br />11 <br />. T-T—t- <br />1-8-8 CLEAR GAP BETWEEN (6) TRUSSES 6") <br />EJ7A <br />AG1 <br />> <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 ("). (B <br />iNT RSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128"x 3" GUN <br />ERA <br />EJ7 <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 />.......... <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />.EJ7A <br />EJ7 <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />IS ALLOWED BETWEEN TRUSSES TRUSS 1 OR 2 PLY CARRIER—J <br />STICK FRAMING SPLICING OR AT —(A) <br />EJ7 <br />EJ7 <br />INTERSECTIONS. SPLICING /2xCO TLEDGER <br />.... ..... ..... ..... <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />'0(2) <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-10" ON A HORIZONTAL PROJECTION. <br />—EJ7 <br />EJ7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />EJ7 <br />EJ7 <br />rA <br />LO <br />�3 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />E5 <br />EP <br />EJ7 <br />TRUSS TO WAL BELOW TY I <br />BEARING U.N.O. <br />5 <br />r <br />CD <br />-0 <br />ci <br />0 <br />C- <br />CJ3 <br />Cn <br />Cn <br />0 <br />...... ..... <br />..... U... —ij ..... li IJ ..... U ..... U ..... ILL <br />Cil <br />Lo <br />I <br />ck:: <br />A <br />(2) <br />�2 <br />CL <br />E <br />(D <br />E <br />:67 <br />�2 <br />2 <br />ROOF FRAMING PLAN <br />Lo <br />SCALE: Y4"=1'-0" <br />0�)M <br />:z C (0 <br />E3 <br />U) <br />Lr) (D <br />Q) C-41 <br />4—) Lu <br />(]Ya n <br />U — <br />To <br />0 L.0 <br />0f <br />0 <br />E <br />V) (D <br />Cn Cf) <br />0 C=) <br />LU <br />a) ce) <br />C,) <br />(0 Cl) <br />Lu -0 M <br />8 ': 11 C*4 <br />0 0 C:, <br />a-- 11: 00 <br />C) <br />-00 <br />0 0� S <br />< ci; <br />iFo " <br />Al I '\,c v <br />BID. <br />C-1 <br />U) <br />Ld <br />Z5 <br />LU <br />Z 0 <br />U) <br />z p, M E CP <br />LU <br />0 <br />0 <br />v- % <br />-*C0 <br />VA <br />o. <br />F <br />IFESWO <br />0N, <br />14/111111111110 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 z <br />.� x <br />Uj <br />z <br />z <br />z a: a- . <br />Lu < W Of <br />:Z7 UE88 <br />or- <br />< Z L'u, <br />j t U. z <br />� 2 Ld <br />> <br />Lu <br />'a <br />10-11, <br />z z <br />U <br />< 15 <br />M 0z <br />LL- <br />D <br />rr <br />0 z <br />0 -0 0 <br />U -r <br />LL 80z <br />0 <br />LL- �U- <br />0 U, <br />0 U g <br />rs a�:j <br />Cr Z<Z< <br />rl-. LU < <br />U <br />< <br />Z E; 2 <br />z Da 20: �i <br />UJI Lr) z UO <br />LU �2 �j <br />< i!S <br />00 z ce z <br />z <br />L� z 0 <br />LLJ <br />0 00 < . z . <br />v--I CL 0 <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO - 4n0 <br />SHEET NO. <br />7.0 <br />