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1' I'll 11111'11111,9VIII1 LL11'IIiI 1'u11w i' 11III_'11 ' I' ' ICI' ) 1 '1 1prIII - �1''G'_I — -- i I 13AI IT111161111'91V111I11111'_ 1 I I IL 1111 '1 11 1 Ili, I I i,, 1 <br />0 <br />0 <br />ED <br />v <br />0 <br />T <br />�A <br />TYP. <br />U.N.O. <br />A <br />11-1/ <br />TYP. <br />U.N.O. <br />V <br />TYP. <br />U.N.O. <br />50'-0" <br />19'-0" 12'-8" 18'-4" <br />TYP. A <br />U.N.O. <br />ISA <br />C <br />0 II II EJ7 II II II EJOA I II II II EJ7 II II II EJ7V II II II ` < J <br />J1 <br />II < <br />CJ3 'S✓) 9'-4 CLG. II II II ���J CJ3V <br />N <br />CJ5 II II II II II II I II II II II II II II II II CJ5V <br />6F <br />'\\ <br />_ — <br />> <br />R AO(2) G)(2) <br />6E <br />6D <br />9'-4" CLG. 0 6C @p C. 011,-4" CLG. 2.75 VAULT <br />m <br />6 <br />— — — m 6A— <br />(3) 12d TOENAILS. <br />_ TRUSS TO BRG. 5E <br />WALL BELOW <br />5D <br />_ _ _ ••�• _ _ ter_ _ _ _ _ _ _ <br />Uj <br />9'-4" CLG. 11'-4" CLG. 9'-4" CLG. <br />co <br />nin <br />_ <br />in <br />5CG <br />0-n <br />P2 <br />— _ = SA <br />4G AF U — = = = = _ <br />— <br />_ _ _ _ = CHA <br />4F <br />— _ = <br />— m — <br />Uj <br />9'-4" CLG. (3) 12d TOENAILS. 11'-4" CLG. 2.75 VAULT <br />4E <br />0 <br />TRUSS TO BRIG. on <br />— — — WALL BELOW m <br />4D J <br />o: <br />- W <br />4B Gad• (3) 12d TOENAILS. 5 I- <br />— <br />_ TRUSS TO BRIG. m— <br />' 4" CLG. WALL BELOW <br />4A Lr, <br />04 <br />TYP. A <br />U.N.O. 313 <br />CJ5 <br />2iL = <br />9'-4' CLG. <br />CJ3 <br />D II II II II II II II II .y <br />3A 2 II �q <br />L' w4 <br />AN <br />9'-4" CLG. TYP. A <br />U.N.O. <br />2C A <br />1 A TYP. <br />— — — — U.N.O. <br />9 <br />TYP. A <br />U.N.O. 9 <br />S5 <br />S5 <br />18'-8" <br />9'4" <br />22'-0" <br />12 <br />A <br />A <br />TYP. <br />U.N.O. <br />�/ <br />TYP. <br />U.N.O. <br />OF <br />cr) <br />M <br />60 <br />0 <br />T <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />M ETA20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20 118 <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 />9-1Od X 1 1/2% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH.118 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20)10dxl-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-112 <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 />HD5B * <br />4505 <br />3785 <br />518" 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 />718" 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 />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 />14-1Od 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 />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1 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 1450 1245 24-1Od X 1 1/2" HTW20 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 12-1Od 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 />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 i <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 A <br />SCALE: %4'=V-0" <br />NOTE: <br />SEE D1 SHEET FOR TYPICAL <br />ROOF FRAMING DETAILS <br />(A) <br />OR 2 PLY <br />,ARRIER <br />N 0 <br />x CONT LEDGER (A) <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />LO <br />Z o <br />O <br />z to <br />z� <br />Q <br />J <br />Z <br />0 <br />�--� LU <br />w <br />� o <br />OLLJ <br />o <br />VI F— <br />o 0 <br />m ~ <br />U <br />w <br />E <br />4)M <br />G W M <br />to '0 Q <br />— U <br />O .20 <br />s li CO <br />CIDrn <br />0 0 v <br />Q rn <br />rndo <br />1 <br />NCH DC <br />ggc! <br />~; <br />�� <br />ctS rn <br />�xM <br />LpZo <br />o <br />Z <br />1W 4Wr <br />Z 0 <br />LLZ Z <br />W a o Cl) a <br />�e <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 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 />Z N <br />0�1� <br />> V) M O <br />M <br />Q "v Ln <br />a°�°" <br />Q �� <br />IJ a � <br />Q <br />�� <br />z M <br />W <br />J <br />� <br />d' <br />J <br />f <br />Oz <br />LL O <br />W <br />W ZF-W <br />mZZ2XW <br />Ut-�NOO <br />OZ>-O<U <br />z>•�UEQ <br />a <br />=�?W�z <br />LU <br />NQ oo <br />W <br />U= O W N <br />~aOZOO <br />Uj <br />J <br />O <br />Lr) <br />Q <br />,--� <br />Z <br />• � <br />J <br />J <br />�Oa <br />000� <br />Z <br />Q 'Vz^ <br />W <br />U0zW U. <br />W <br />9J <br />-0v <br />WaooO <br />°z <br />LU <br />C <br />Q� <br />a U <br />> <br />J` <br />J C <br />22 98 <br />W O LL Z Q <br />l� <br />Ce <br />aapO � <br />a <br />ao <br />N U-o <br />V) z <br />O <br />oN <br />LL <br />Uj <br />aa� <br />a�ILL <br />O <br />z <br />. <br />.. <br />> <br />O <br />g <br />Pq <br />_ <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/712012 <br />TECH: FFLORES <br />VERSION NO. <br />31111106 <br />JOB NO: 16-6650 <br />SHEET NO. <br />6 <br />