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6 <br />v <br />M <br />50 <br />18'-4" <br />50'-0" <br />12'-8" <br />TYP. <br />U.N.O. <br />19'-0" <br />T <br />r-11 11 <br />11 11 11 <br />11 <br />PII <br />W <br />U <br />M> II <br />II II E7V <br />EJ7_ <br />EhA <br />E7c � <br />c <br />1 <br />� II <br />II <br />I <br />bo <br />CJ3v ti��G <br />r <br />II II <br />II "' <br />9'-4" <br />LG. <br />��1 CJ3 <br />= it <br />II II II <br />II � II <br />°' <br />II II <br />II <br />I II <br />II <br />II If II II <br />= <br />CJ5V II II < II II II II CJ5 <br />L6F <br />"'2) <br />' <br />AOR <br />T-6(2)A <br />6D <br />- <br />2.75 VAULT <br />11' <br />11 <br />A @ 24 <br />6C <br />rr <br />0 CLG. <br />-' 9 '-4 " <br />- <br />m <br />A <br />Q <br />B <br />TYP. <br />z <br />� <br />U.N.O. <br />6A <br />m <br />(3) 12d TOENAILS. <br />TRUSS TO BRG. <br />_ <br />WALL BELOW <br />5D <br />w <br />9'-4" CLG. <br />11'-4" <br />CLG. <br />9'-4" CLG. <br />m <br />S3 <br />� <br />Q <br />� <br />TYP. <br />_ <br />� <br />T <br />Z <br />a <br />- <br />A <br />- <br />q <br />U.N.O. <br />LU <br />m = <br />Ed <br />TYP. <br />5CG <br />U.N.O. <br />5B <br />= <br />= _ <br />_ <br />CD <br />P2 <br />R <br />5A <br />A U <br />4G <br />ASE <br />TYP. <br />4F <br />U.N.O. <br />2.75 VAULT 11'-4" CLG. _9 (3) 12d TOENAILS. 9'-4" CLG. <br />4E <br />rn <br />TRUSS TO BRG. <br />BELOW — — — <br />4D <br />m <br />4C <br />Uj <br />(3) 12d TOENAILS. <br />J`E� <br />4B <br />===TRUSS TO BRG. <br />m <br />WALL BELOW <br />91_411 G <br />— <br />L <br />4A <br />A TYP. <br />3B <br />U.N.O. <br />CDCJ5 <br />9'-4" <br />LG. <br />CJ3 <br />Q = <br />_ <br />II <br />II II II <br />II II <br />II II <br />N <br />�1P II LO <br />U <br />3A <br />T <br />114 <br />9'-4" CLG. <br />A <br />0 <br />A TYP. <br />— — <br />— <br />— — <br />— <br />TYP. <br />T <br />U.N.O. <br />— — <br />— <br />— — <br />rn <br />— <br />U.N.O. <br />TYP. — — — — — — <br />U.N.O. <br />2C <br />— <br />— <br />o <br />22'-0" <br />1 <br />S5 <br />18'-8" <br />1A <br />r <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />gpF <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 />110 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - 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 />H 10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT 16A <br />1380 <br />1160 <br />9-10d X 1 1 /2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. I1810dx1-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. I2010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dx1 -1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />518" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <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 Y <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <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 - 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" 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 />W <br />"X" HTS 20 1 1450 1 1245 24-1Od X 1 1/2" HTW20 1 1530 1285 24-1Od X 1 1/2" <br />SP1 585 535 10 -10d SPT22 685 8 - 10d <br />SP2 1065 605 12-10d SPT24 1030 12-10d <br />HCP2 645 555 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 SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 />INTERSECTING 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 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 1 C <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION, <br />ROOF FRAMING PLAN B <br />SCALE: Y4'=1'-0" <br />NOTE: <br />SEE D1 SHEET FOR TYPICAL <br />ROOF FRAMING DETAILS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />2 PLY CARRIER <br />xCOW LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 <br />Z M <br />— o <br />Z <br />Q <br />z <br />co <br />un o <br />Q) <br />a--J w <br />p <br />'U — <br />0 w <br />0~ <br />~ <br />o <br />o0 <br />U <br />w <br />N M <br />rnCUM <br />m-9m <br />04 <br />aim - U <br />qj <br />O 0 <br />YLLCC) <br />U (n <br />Y <br />:5 <br />0 <br />O <br />Q M <br />V7 <br />a) < <br />A 1 <br />B D® <br />N C B D C <br />If <br />��,111idE <br />�o <br />o t 1 <br />'. o "q o �� <br />Z ��a <br />Z <br />rn A—; <br />LU <br />washy. <br />L .� <br />_ <br />c q� <br />LL <br />;0 40 U <br />wY <br />�',4Y <br />sa� <br />To the best of the Engineer's knoVQ4,10PANon, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z N <br />O a) N <br />>��o <br />M <br />< -0 Ll ) <br />�' �' <br />0 I� <br />< LL <br />z <br />M <br />ce U fo <br />C <br />0000 <br />< <br />E <br />z� <br />WJ <br />C:) <br />d' <br />O z <br />wL0 <br />Z <br />m Z~ W5� <br />O <br />zo>_z<O <br />lZ—> QU�Q <br />2 w � <br />Z <br />" g o ce <br />U <br />L0 <br />O S O S LLL1 N <br />C:)~ <br />CLLLI z <br />uj <br />CD <br />I� <br />L <br />N <br />- <br />r_j <br />1 <br />,-I <br />z <br />_1 <br />J <br />Boa <br />Ly <br />� tn <br />n <br />f..L <br />Y <br />I..V <br />(� <br />wo0 <br />O <br />0 z M LL <br />o W <br />z <br />z <br />z <br />= <br />uj uj <br />wWOZ00 <br />Lu <br />�— —5 <br />F_ U <br />LL <br />�f1 <br />V <br />�wO80 <br />LLZQ <br />G¢ � O 0 <br />N <br />LnaX�0 <br />� <br />O <br />o <br />� <br />J�" <br />W Qa�uj <br />o <br />LL <br />N <br />LL <br />z <br />O <br />> <br />g <br />� <br />C) <br />a <br />_j <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 17-5173 <br />SHEET NO. <br />6 <br />