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(2) 0— <br />TYP�� <br />U.N.O� <br />(2) 0- <br />-v <br />2 <br />04 <br />CN <br />r— <br />co <br />c'4 <br />cD <br />E5 <br />M <br />`1D <br />c, <br />-o <br />E! <br />�7o <br />L0 <br />04 <br />LO <br />C3 <br />co <br />co <br />c14 <br />. I <br />C2 <br />C—) I <br />am <br />a <br />-71--77-77 <br />q3 <br />:7 <br />2) <br />:7 <br />PIIF <br />0 F— <br />(2) <br />J <br />z <br />7 <br />x <br />(2) <br />/001 �41 <br />J] MSTC40 W/ (52) 16d nails. <br />F-1 <br />--0 (2) <br />--0 (2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECIOR <br />— CAPAC I I Y <br />I'ASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPI <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />535 <br />320 <br />9 - 10d x 1 112" <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 />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />8-8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />—.10 <br />1015 <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 />- 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />19-1 Old X 1 1/2% 8-1 Old <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANICH. /(18) 1061-1/2 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HT74 <br />HTT5 <br />2715 <br />3225 <br />5/8" ANCH. /(20) 10dxl-1/2 <br />5/8" ANCH. /(28) 10dx1-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <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 />_HD5_D_� <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 />1165/1070 <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 1 Od <br />HUS26 <br />1550/3 35 <br />1335/28 0 <br />HUS26 <br />1925/3295 <br />— <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 -1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Old x 1-1 /2" <br />S; <br />MTS16 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Old x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14-10dxl ' <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X (1) 5/8" ATR 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-114" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(116)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />spi <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 />HQP2 <br />645 <br />555 <br />12-1 Od X 1 1/2" <br />MINIMUM 3"MFMBER <br />REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLAFE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE <br />PLATE OFF OF THE I-RUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTF: DOURLE FELT RFQ'D ON ROOF PITCHES 3/12 & LOWER - <br />LOADS -- ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 241, <br />OC FOR CARPET AREAS <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VER11CALS OF (B) TRUSS <br />A I I <br />(R) —7A I I <br />(B) <br />(A) <br />A 11 11- 1 1 <br />K <br />OR 2 PLY <br />MT\_1 <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD (cD 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 I-). <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. FIT <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />M.10R21DL�CAR�R—J <br />—(A)— <br />INTERSECTIONS. <br />SPLICING <br />'2XCO <br />TLED <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 DETAII S <br />(2)12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ IN1 <br />BEARING U.N.O. <br />ZMAX 2x12 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 PT. sYP- LEDGER - <br />FIELD VERIFY TOP OF LEDGER <br />W/ RT3A TOP& BOTTOM TO <br />LEDGER <br />(MASONRY) <br />1/4" x 4" TAPCON @ 12"O.C. <br />TYP TOP AND BOTTOM (WOOD) <br />1/4" X 3-1/2" WS35 WOOD SCREWS <br />@ EA. TRUSS VERTICAL <br />SHED <br />ROOF DETAILS <br />SCALE: 3/4" � V-0" <br />SCALE- Y4 IV= 1 1-011 1 <br />01 -y <br />0 <br />CD via <br />co <br />C14 <br />(D <br />U") CD <br />r <br />L-U <br />D- uo r— <br />co <br />r- <br />2 Co <br />- 21 <br />2 <br />0 <br />U- M <br />< C6 <br />A H <br />8 D. <br />0 <br />Uj <br />LU <br />C- <br />LL <br />co '.1 0 <br />. V,) <br /><1 <br />-7- M <br />'�O <br />F�. BS\ <br />To the best of the Engineei's knowledge, information and belief <br />the structural plans and specifications contained within these <br />raw ngs com p y wit t a on a ui ng o a - <br />Residential 6th Edition Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages hearing <br />Engineers signature and seal. <br />LENNAi,- <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z4 <br />< <br />z11 <br />U U <br />U <br />E::) z z <br />0 . Z <br />< <br />U <br />< <br />n <br />U) <br />Z <br />0 <br />UZ <br />ru <br />1 <br />Q) <br />t,0 <br />< <br />0 <br />2! <br />CE <br />LL <br />- z <br />U <br />rsj <br />r1e) <br />< <br />9 P <br />�-, �4 <br />0 <br />1: UO <br />uo�'a <br />P�2� <br />0 , ().� <br />z z <br />< <br />00 <br />1q- <br />Lr) <br />T--i <br />LLI <br />2: <br />< <br />LLJ <br />2: <br />< <br />z <br />U <br />1-0 <br />� z <br />00 <br />t�o <br />" <br />C) <br />Z <br />tu- <br />C-y V<) <br />5) z <br />0 <br />Uj <br />T <br />T--4 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION No. 4,2 <br />SHEET NO. <br />7.1 <br />