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V <br />0? <br />ih <br />LO <br />60 <br />18'-4" <br />50'-0" <br />12'-8" <br />^ � TYP. <br />J U.N.O. <br />19'-0" <br />rii <br />H 1111 <br />c <br />1 M > II <br />II II EJ7v II <br />II Ti- <br />EJ7 II II <br />II <br />I EhA <br />II <br />II II EJ7 II II1 <br />� III <br />III <br />CJ3v y�� <br />II II <br />� <br />II LO <br />9'-4" <br />LIS <br />FCJ3 <br />q <br />II � IIII <br />II <br />II II II II <br />CJ5V I < I <br />C (I II CJ5 <br />� I � ` 6F <br />- <br />`� <br />—`— <br />— <br />— <br />— <br />(2) ) <br />— <br />— <br />C <br />(2)O � <br />— <br />R <br />6D <br />2.75 VAULT <br />11'-4" CLG. <br />q " <br />o c4 <br />6C <br />w <br />° 9'-4" CLG. <br />q <br />B <br />TYP. <br />U.N.O. <br />6A <br />(3) 12d TOENAILS. <br />5E <br />TRUSS TO BRG. <br />WALL BELOW <br />5D <br />w <br />9'-4" CLG. <br />11'-4" <br />CLG. <br />M 9'-4" CLG. <br />rA <br />S3 <br />L <br />- <br />TYP. <br />W <br />7 <br />A <br />U.N.O.co <br />TYP. <br />5CG <br />_ _ <br />U.N.O. <br />0 <br />56 <br />0 <br />o) <br />to <br />P2 R <br />A <br />U <br />4G <br />ASE <br />TYP. <br />U.N.O. <br />— — <br />— _ <br />_ <br />4F <br />2.75 VAULT <br />11'-4" <br />CLG. <br />Uj <br />° <br />(3) 12d TOENAILS. <br />9'-4" CLG. <br />4E <br />TRUSS TO BRG. <br />— — <br />— <br />— <br />— <br />— — <br />m <br />WALL BELOW <br />4D <br />Q <br />w <br />4C <br />Uj <br />(3) 1/ENA <br />4B <br />-� <br />TRUBRIG.> <br />WALO <br />4A <br />= <br />TYP. a <br />— <br />— — <br />36 <br />U.N.O. mc <br />CJ59'-4" <br />LG.CJ3 <br />II <br />to <br />II II II <br />II II <br />3A <br />II II <br />N <br />C <br />Cl)II <br />1 <br />9'-4" CLG. <br />A <br />q TYP. <br />U.N.O. <br />— — <br />— — <br />— <br />— <br />— — <br />— — — <br />TYP. <br />m <br />N <br />U.N.O. <br />A 2C <br />TYP. <br />11 <br />1 A <br />q <br />U.N.O. <br />— <br />— — — <br />r <br />4 <br />(VSe <br />22'-0" <br />9 q TYP. <br />S5 9 U.N.O. <br />S5 <br />9'-4" 18'4" <br />I- <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 />SPF <br />SYP <br />SPF <br />A <br />H ETA20 <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 />1 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 />H H ETA20 <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"& 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. 118 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)10dxl-112 <br />K <br />H <br />31 <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 />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 />IIJS96 <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 />O <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 - 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 - 1Od x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-1Od 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od 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 />HCP2 <br />645 <br />555 <br />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 />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 <br />iilc <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 />NOTE: <br />SEE D1 SHEET FOR TYPICAL <br />ROOF FRAMING DETAILS <br />(A) <br />OR 2 PLY <br />'ARRIER <br />�y E N N N <br />x CONT LEDGER A) <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 <br />Z co <br />o <br />— <br />z <br />J <br />CL <br />MAN <br />U) z <br />c� <br />Dln/i1 <br />VJ U—) <br />-w <br />� o <br />U — <br />w <br />O <br />�- <br />rV1 <br />�� <br />y <br />o 0 <br />U <br />w <br />� E <br />0 Cnn M <br />E! v - <br />— U <br />■■ <br />O <br />08 <br />U <br />Lo <br />oY^ <br />r` <br />�°v <br />Q <br />0 <br />A , <br />BDs <br />N C • H I>'PC <br />°' � O <br />G <br />Z <br />o: <br />CID m J ~ <br />Z• <br />QWC7o <br />a�st F y© <br />NN LA) <br />-.�S <br />RLW :111 0 <br />N M jjL <br />OU <br />U <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 />0 <br />0 <br />Z411, N <br />t\ <br />(n M p <br />M <br />M Ln <br />N O <br />U111 <br />Q L LL <br />rL <br />�M <br />a V a.00 <br />zto <br />WJ <br />C:) <br />J <br />O <br />w <br />w-z<1z CC <br />OZ�Ona.O <br />z U x M <br />�gz}zgF <br />w <br />L <br />Ln <br />Co <br />S o <br />$F-apz0 <br />J <br />O <br />3 <br />Ln <br />< <br />[V <br />= <br />LNn <br />' <br />� <br />Z <br />A <br />.J <br />LV �3 <br />OJ <br />w fi <br />-� <br />Z <br />Q <br />zfi <br />Ira <br />Z <br />LU <br />Z <br />LL)W p 2 8 pr <br />a <br />o�°z4 <br />aQ401-8 <br />T <br />Ln <br />r-1 G_ <br />ogXLLz <br />0 <br />�,qqq. <br />O <br />LL <br />: �2 <br />aa� <br />N p <br />" <br />z <br />.. <br />j <br />F— <br />O <br />Z <br />g <br />z <br />1­4 <br />J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />106 <br />JOB NO: 17-5177 <br />SHEET NO. <br />6 <br />1 1 <br />