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a <br />-r <br />U <br />s <br />a <br />0 <br />r'rn_n., <br />18'-4" 12'-8" 19'-0" <br />A TYP. <br />U.N.O. <br />rr 1U <br />c <br />> II A II II II EJ7 <br />1 > II II LO <br />EJ7v_IIIII <br />I EO= <br />IIIIII III <br />1 <br />III In <br />� <br />II IIE7 <br />CJ3- <br />CJV '4" LG. <br />IIII <br />= 8n, 11 II 11 II 1 II II II II II II — <br />D_IIII <br />CJ5V CJ5 <br />I <br />ND <br />OII <br />M <br />(2)(2)R <br />11 6E <br />—II_IIII <br />— <br />6D <br />' A @ 24�� 9'-4" CLG. <br />2.75 VAULT 11 -4 CLG- O.C. 6C <br />m <br />AJ <br />B '3^^ <br />TYP. <br />Er <br />U.N.O. <br />6A <br />(3) 12d TOENAILS. <br />5E TRUSS TO BRG. <br />_ <br />WALL BELOW <br />5D <br />n r �� � <br />9'-4 CLG. 11 -4 CLG. 9'-4" CLG. <br />m <br />S3 <br />� <br />z <br />- <br />TYP. <br />x <br />rA CO <br />U.N.O. <br />m = _ = <br />S3 <br />TYP. <br />5CG <br />U.N.O. <br />LL 5B <br />b) <br />= = _ = _ <br />P2 R <br />5A <br />MU 4G <br />ASE <br />TYP. <br />4F <br />U.N.O. <br />2.75 VAULT 11'-4" CLG. ° (3) 12d TOENAILS. 9'-4" CLG. <br />4E <br />TRUSS TO BRG. <br />— — — — — — m WALL BELOW — <br />J 4D <br />W <br />W <br />9 H <br />(3) 12d TOENAILS. J�h 413 <br />TRUSS TO BRG. <br />WALL BELOW 9,_4n3 7G—. <br />LO 4A <br />A TYP. gg <br />36 U.N.O. <br />— — — — — — <br />CJ5 <br />o <br />91-4" LG. <br />CJ3 <br />II II II II II II II II N <br />' <br />1P 3A <br />M II <br />C <br />1 U <br />U <br />Fu� _ _ _ = = <br />9'-4" CLG. <br />9 <br />A TYP. _ — _ _ _ = <br />TYP. r <br />U.N.O. <br />rn <br />U.N.O. <br />— — — — — — <br />A <br />TYP. — — — — — — <br />U.N.O. 2C <br />— — <br />— — — <br />o <br />9 <br />1A <br />1 <br />S5 <br />1 <br />S5 <br />22'-0" <br />9'-4" <br />18'-8" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q <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 />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />145 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 10d X 1 1/� <br />F <br />H H ETA20 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H 10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT 16A <br />1380 <br />1160 <br />9-1 Od X 1 1 /2"8 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-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 />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 />HD * <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 />H 7B * <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 -10d <br />P <br />HUS26 <br />155013335 ** <br />1335/2820 ** <br />20 -16d x 31/2" <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 31/2" <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 />14-1 Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />1 MTW20 <br />1 1195 <br />1 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 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" <br />SP1 1 585 1 535 1 10 -10d SPT22 1 685 8 - 1 Od <br />SP2 1 1065 1 605 1 12 - 10ri SPT24 1 1030 12 - 1 flri <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 <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 5-0" ON A HORIZONTAL PROJECTION. <br />ROOF FRAMING PLAN B <br />NOTE: <br />SEE D1 SHEET FOR TYPICAL <br />ROOF FRAMING DETAILS <br />(A) <br />OR 2 PLY <br />'ARRIER <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 u7 <br />Z M <br />— o <br />Z tO <br />Z <br />Q <br />J <br />Cz <br />V) U <br />Q) U_ <br />4--J w <br />� p <br />"U <br />— <br />O LU <br />E <br />LU <br />2 0 <br />U <br />LU <br />—6 <br />WM <br />Tm12 <br />Ooo <br />Uaa) <br />wow <br />-00 <br />(0o.o <br />C .he0 <br />Q rn <br />0) 0 <br />A' <br />B DO <br />NCBD•C <br />C14 <br />Fd ^� Z) <br />c <br />d <br />�8 j <br />�� <br />IIIl1D""" <br />1 <br />4 � - O l �n <br />� <br />Q m _ F'_ <br />t <br />�• �u <br />,� '4i.......• <br />P- FES, <br />LL Z � <br />m <br />W <br />��f'tt!llii <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />O <br />z� <br />O cu <br />�••{ :� o <br />> U-) M C <br />M <br />Q U) (0 Ln <br />NN L <br />CL <br />oC U>� fl. I <br />Q 00 <br />Z M <br />WJ <br />0 <br />O z <br />wLL0 <br />W Z rn d <br />mZ <br />U1-- 00 <br />t~z>ZQU <br />CL <br />z Q Q UU <br />f z w Z <br />g W J <br />�a a 8 w <br />N 3 <br />oo <br />WB <br />2 Z @ <br />v <br />J <br />O <br />3 <br />t\ <br />L <br />m <br />N <br />c <br />L <br />,--� <br />Z <br />n <br />J <br />QUO¢ <br />� <br />z Q <br />W 0 <br />Z <br />P0OWWOUj <br />z ce <br />fu <br />Ill <br />z <br />— Z <br />< <br />LU <br />(!) <br />WOu-z!k <br />'0— <br />>- <br />r\ <br />(V LL <br />D< <br />z Q <br />7--� <br />I Y W <br />a0. <br />z <br />O <br />I..L <br />N O <br />a~g <br />W <br />.. <br />� <br />f— <br />z <br />g <br />z <br />� <br />J <br />W <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 17-5179 <br />SHEET NO. <br />6 <br />