Laserfiche WebLink
n <br />L <br />J <br />n n <br />w cn <br />CJ3 <br />CJ5 <br />D <br />Ili <br />D <br />0 <br />D <br />__q <br />D <br />D <br />-1 <br />-I <br />I- <br />< <br />I- <br />< <br />¢ <br />D <br />D <br />\\0 <br />D <br />-- <br />1 <br />1 <br />1 <br />11 <br />1 <br />1 <br />1 <br />D <br />D <br />D <br />D <br />M co 00 W co Co 03 n <br />m m <br />I GEl <br />I <br />18 <br />D1 <br />EJ7 \_�2) 2x12 #2 SYP WD. BM. w/ 7 <br />I LITCH PLATE. BOTT. OF BN <br />EJ7 USP HD41OF w/ (10) 1Od NAILS A <br />3/16" TAPCONS T4. BEAM TO C <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />WtiCJ1 <br />EJ7 <br />EJ7 <br />EJ7 <br />OX <br />EJ7 <br />X <br />(2 <br />EJ7V <br />EJ7VA <br />F <br />O <br />I c6 EJ7VA D <br />0(2) <br />EJ7VA <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />11 <br />I" <br />EJ7V <br />CJ5V <br />/CJ33V <br />� <br />CJ NN= <br />A <br />(2) <br />J <br />TYP. BM TO CO. <br />CORNER <br />16" OSB <br />@ 7'-0" <br />M U(6) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CAPACITY <br />CAPACITY <br />O <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />HETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 112" <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 />518" ANCH. / 18 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH, / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />7 <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. 314" STUD BOLT <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />S <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />H <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 - 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" <br />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 />I <br />„X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <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 />-4 <br />645 <br />555 <br />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 <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 / 360 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 />+) <br />(B) (B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (6) 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 (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />(+) <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 />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR CARLEDGER <br />W I$ <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 F-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 />\ <br />i\ <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />z <br />FRAMING <br />\ <br />= <br />W <br />+ + <br />p <br />+ + <br />00 <br />71 <br />CL <br />2X TOP PLATE TO-44 <br />GABLE END W/ 16d <br />a <br />NAILS @ 6" O.C. <br />LLL <br />LL <br />2X4 STUDS @ 24" O.C. + + r <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />E15 FALSE BEAM GABLE END <br />ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" I <br />Z co <br />o <br />— o <br />CD <br />O <br />z <br />t2 <br />a. <br />Cn C9 <br />Cz. <br />w <br />+__j <br />�U <br />— <br />O w <br />m <br />i� <br />o <br />o0 <br />CO N <br />w <br />'- � <br />8 <br />M <br />�M <br />Nca aM <br />= ai <br />O `o 0 <br />-500 <br />Co <br />0 <br />Q M <br />f: <br />Un <br />0 ";r <br />Lo <br />6> < O <br />B D®� <br />NB'DO <br />'t <br />N N <br />Z LU �N Z z <br />U)� <br />M C? <br />1— <br />� � o.o w <br />ED 5 g a � <br />LUL `^ <br />LLWk'lQ <br />; 4 11 41�� <br />YVWW.FD�E G.C'OM��" <br />'� <br />+ <br />S a, Oak <br />k <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 />Engineer's signature and seal. <br />LENNA <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />14 <br />Wo <br />za <br />f� <br />Z <br />w ¢ C� K <br />a <br />_1 <br />0 Z Z <br />�1CL <br />a�J <br />O��o <br />8 <br />ZUwu <br />m o <br />i <br />— <br />Zo <br />r0 <br />>/ <br />Q <br />Zz <br />Z <br />rl <br />IL <br />V) 3 <br />` <br />� r) <br />IIr <br />Q <br />O <br />0 <br />O <br />�w <br />U <br />= <br />J <br />LL <br />LU _ <br />ooz <br />O <br />LL. <br />Q U <br />J <br />O <br />�o <br />O a <br />U <br />N <br />Z¢Z< z< <br />Q U <br />Q <br />0 <br />Z <br />0- <br />w0�o <br />a <br />Z <br />J <br />ri <br />W <br />Q <br />z <br />V) U <br />$ Q z <br />c3� <br />Z <br />0 <br />k <br />Lr)Z <br />o, o <br />m <br />O <br />Ck <br />g <br />= <br />J� <br />a <br />rn <br />,-i <br />a <br />U0 <br />s <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 3al <br />SHEET NO. <br />7.0 <br />I �I� I_,FTjjjIr IfI IJ IG. ll . t; <br />