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(2) U <br />WITF <br />NAIL <br />1/4") <br />BOLL <br />CON <br />ROOF FRAMING NOTES <br />SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES <br />AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <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 />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 />650 <br />10 - 8d X 1 112" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />550 <br />475 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1200 <br />1120 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />12 - 10d x 1 1/2" <br />G <br />H10 <br />990 <br />850 <br />16 - 8d x 1 1/2" <br />RT16A <br />1030 <br />1030 <br />9-10d X 1 1/2% 8-10d <br />H <br />MTT28B <br />4455 <br />1_ 4455 <br />24-16d <br />MTS27B <br />4685 <br />4029 <br />24-16d <br />J <br />HTT22 <br />5260 <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />5370 <br />4618 <br />32 - 16d <br />K <br />HD2A * <br />2775 <br />2570 <br />5/8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />2 - 5/8" DIA. BOLTS <br />L <br />HD A * <br />3705 <br />31 <br />3/4" DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3/4" DIA. BOLTS <br />M <br />HD6A * <br />4405 <br />3680 <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3/4" DIA. BOLTS <br />N <br />LUS26 <br />1165/1115" <br />780/875 ** <br />8 - 10d x 3" <br />JUS26 <br />510/740 <br />440/695 <br />8-10d <br />P <br />HUS26 <br />1550/3325 ** <br />1550/2540 ** <br />20 - 16d x 31/2" <br />THD26 <br />1875/3040 <br />1580/2365 <br />Q <br />HUS28 <br />220/5970 ** <br />2705/4510 ** <br />30 - 16d x 31/2" <br />THD28 <br />2330/3965 <br />2015/3430 <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />905 <br />14-1 Od <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />905 <br />14-10d <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />905 <br />14-10d <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" A <br />W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />LUGT2 <br />1850 <br />1810 <br />(16)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"XII <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1315 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />715 <br />8 - 10d <br />CP7 <br />1OAR <br />R(K <br />17 - 1Orl <br />C PT9A <br />R9F <br />if) - Ind <br />GT-2 -10d HCP2 605 520 12-10d X 1 1/2" <br />1(5) - MINIMUM 3" MEMBER <br />:DGE ** REACTIONS ARE FOR ROOF LOADS ONLY <br />:ACH *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />:TOR THE PLP,,rE ,-'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 4811 OC. M <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 />55 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />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 T-0" ON A HORIZONTAL PROJECTION. <br />t 2 PLY CARRIER <br />x CONT LEDGER <br />IRDER <br />TRUSS <br />(2) BOLT <br />EACH SIDE <br />N OF GIRDER <br />T <br />1 <br />N <br />-I <br />GALVANIZED 5/8" DIA _ ! <br />ANCHOR BOLT WITH HOOK _N <br />AND 6"EMBEDMENT INTO 1211 611 6" 611 fV <br />BOND BEAM AND 2" x 2" x O.C. #1 MAX. <br />1/8" PLATE WASHERS, TYP. STAGGERED <br />ELEVATION A -A <br />8 x 16 BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID I <br />A <br />(2) - 2 x 8 SYP. <br />P.T. LEDGER - <br />CONT. <br />SEE <br />D1 FOR <br />L-1 ADDITIONAL <br />INFORMATION <br />TRUSS (SEE PLAN) <br />CMU WALL (SEE <br />PLAN) <br />SECTION AT LEDGER <br />ROOF FRAMING PLAN SCALE: 3/4"=1'-0" <br />12 <br />SCALE: 3/16"=1'-0" <br />AL 9'-411 <br />BOTTOM <br />OF <br />TRUSS <br />(A) <br />I OR 2 PLY <br />;ARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />N <br />,) <br />N <br />N <br />a <br />U <br />_ <br />"i C It--O <br />of co <br />v <br />EM00 <br />M <br />u N <br />O 00 <br />M <br />0 <br />O a) .0 <br />0 <br />ro <br />00 ~ N <br />�C <br />co L— <br />s` <br />0Y N O <br />N <br />U <br />0 00 <br />o 0- <br />(nQr <br />0000 <br />LO <br />It <br />O <br />t <br />6 <br />A <br />B <br />U <br />D. <br />N C B D C <br />C <br />P <br />rn <br />to <br />.� .LIC. <br />' <br />CM , �1 <br />��„ C �J <br />® yN�. <br />anti// 1 - Aja 0) <br />s <br />00 <br />'yam O�ww "'+++.+++` <br />w <br />i <br />To the best of the engfn4p �Cggl��l$iid ��n <br />the <br />understanding, structural p a and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />O <br />'-q M <br />N <br />M <br />Z M <br />co o <br />CQ 'i fa <br />G a <br />f N <br />z <br />�N <br />i <br />_t_- <br />z 0) (0 <br />J <br />C <br />LULU <br />J O <br />Ln 0) N <br />Ln U <br />Q <br />Z <br />Z <br />W <br />o <br />WLLo <br />J <br />Wm :, OL <br />�}. <br />V <br />UHg"na0 <br />Z>. z Q U <br />z <U2:< <br />_�—w~z <br />C) <br />O� <br />T� <br />:5 o-j <br />0403�0 <br />T I <br />U 2 p S) w N <br />I—a0zpp <br />O <br />Uj <br />z <br />LU <br />,r--1 <br />NO <br />Lqz <br />Z <br />J <br />k <br />Q <br />Lu F- <br />p J <br />azSo <br />Wo00� <br />~ 0 Z Ce O w <br />za0OZZ <br />Z <br />(LU QLU z00 <br />Z <br />�0>4a~Oa <br />W <br />7� <br />0 <br />Q <br />wWLuxo< <br />��W5o <br />>>QOf <br />o <br />Z <br />I..L <br />O a <br />LL W <br />J CL <br />a (L <br />O <br />LL <br />W <br />V) <br />Z 0 <br />g <br />z <br />O <br />OC <br />SCALE : <br />AS NOTED <br />PLOT DATE: 09 / 12 / 2011 <br />VERSION NO. <br />1101 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />12 <br />