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'. <br />H <br />¢ <br />... <br />... <br />• <br />.... <br />..... <br />~ <br />Q <br />O <br />I- <br />¢ <br />—�— <br />1 <br />1 <br />/ <br />1 <br />1 <br />a <br />I- <br />¢ <br />(2) <br />X <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />I <br />EJ7V <br />EJ7 <br />I <br />EJ7V <br />EJ7 <br />I <br />EJ7V <br />EJ7 <br />I <br />°' <br />EJ7VA <br />EJ <br />I v <br />A EJ7V <br />FG1 <br />a <br />: s <br />I EJ7VA <br />EJ7V <br />EJ .. ..::::::::. <br />OX <br />::: <br />r <br />¢ <br />:::: <br />Cl) <br />Q <br />LO <br />¢ <br />H <br />inm <br />f- <br />: f- <br />m <br />m <br />::: <br />m <br />m <br />m <br />W <br />co <br />EJ7 <br />O <br />Q <br />EJ7 <br />' <br />EJ7 <br />1CJ5 <br />JN <br />U <br />UPLIFT CONNECTION CROSS-REFERENCE <br />�,aana <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <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 />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 />R73 <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 - 1 Od X 1 1/2" <br />E <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH,/1810dx1.1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1.1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-112 <br />K <br />I 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 />HD B * <br />4505 <br />37855/8" <br />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 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 1 Od <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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od 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 />14-1 Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 112" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 - 1 Od <br />SPT22 <br />685 <br />8 - 1Od <br />SP2 <br />1065 <br />605 1 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 <br />645 <br />555 1 <br />12-1Old 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <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 />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 />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(B) <br />(A) <br />(+ <br />i OR 2 PLY <br />CARRIER <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 />(B <br />INTERSECTING <br />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 <br />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 <br />E <br />1 OR PLY LEDGER <br />(A) <br />INTERSECTIONS. <br />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 />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />ROOF FRAMING PLAN <br />(.D <br />M <br />0 <br />— o <br />z�z <br />Q <br />a <br />t� z <br />w <br />�V — <br />O w <br />m <br />F-- <br />o <br />U <br />o <br />m N <br />LLj <br />♦— E <br />a) C13 <br />C M M <br />— U <br />S m <br />(` 0 (M <br />O N 0 <br />0 <br />y <br />C <br />w LL 00 <br />O <br />�C rn <br />Q O <br />Lo v <br />rn Q d <br />AN•C <br />1 <br />D. <br />B D C <br />NVB <br />/r <br />N O <br />Z o .6 rn <br />O O N <br />Z W � �z f� z <br />z <br />U) Fc a <br />IM _ <br />LUQ � a w <br />W V >=LLo <br />Z U <br />I A ;� <br />LLM 4, h , <br />W <br />www.$ls E <br />����f��rf✓ <br />E s s `1 <br />To the best of the Engineer's 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 />5 z <br />Wo <br />z¢ <br />I- <br />Q 8 0 <br />z <br />W <br />U <br />Ezo0 <br />Q <br />n <br />0 Za <br />U z Z¢ <br />W <br />U O Z <br />ape <br />8 <br />Z <br />U <br />F <br />/s_ <br />C <br />G <br />lull <br />z o <br />Q U <br />W <br />f z <br />Z <br />oC <br />z <br />n3 <br />rL <br />O <br />z <br />O <br />%ft-000, <br />O <br />J W <br />U <br />= <br />JLL <br />J <br />.9 . <br />8OZo <br />he r- <br />J. <br />L / <br />0 <br />5zM <br />r� <br />� <br />o <br />U2o¢ <br />N <br />� <br />Z¢znQ <br />z <br />Q <br />o o <br />2 <br />Z <br />Z <br />oo�o <br />ti <br />LU <br />J <br />Lr) <br />r-i <br />cW <br />G <br />Q <br />LLI <br />Q <br />z <br />z o <br />N��u <br />uj W O <br />Paz <br />00 <br />�--I <br />z <br />z <br />m <br />' <br />LIU <br />2 <br />z <br />Q W <br />rn <br />r••i <br />a <br />(n <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 3 ■ O <br />SHEET NO. <br />7.0 <br />�r�1 1,0111 1i1ii 1 111-tiiii i, ,i ir, u.l :ii.:r TT— I', uul, I <br />