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W <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 />ROOF FRAMING PLAN <br />SCALE: 3/16"=V-0" <br />C <br />UPLIFT CONNECTION CROSS-REFERENCE <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY FASTENERS CONNECTOR CAPACITY <br />SYP 7 SPF I ISYP I SPF <br />H3 <br />455 <br />META20 <br />1450 <br />HHETA20 <br />2235 <br />H10 <br />99 <br />MTT28B <br />HTT22 <br />4455 <br />5260 <br />HD5A * <br />370 <br />* <br />4405 <br />1165/111 <br />550/3325 <br />HUS28 <br />220/597C <br />MTS12 <br />1000 <br />MTS16 <br />1000 <br />V I LGT2 1 2150 <br />9-10dx11/2 <br />9-10dx11/: <br />535 <br />10 - 8d <br />320 <br />8 - 8d <br />7-10dx11/: <br />12-10dx11) <br />850 <br />16 - 8d x 1 1/2 <br />1455 <br />00 <br />24 -16d <br />32 -16d SINK <br />570 <br />5/8" DIA. BOL" <br />.nn <br />7/All MIA M^1 - <br />175 ** 8 -10d x 3" JUS26 510/740 1440/695 <br />** <br />1 50/2540 ** <br />20 -16d x 31/2" <br />THD26 <br />1875/3( <br />* <br />2705/4510 ** <br />30 -16d x 31/2" <br />THD28 <br />23300 <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1195 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />3140 <br />22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIN <br />1850 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />LUGT2 <br />185C <br />FASTENERS <br />- 10d x 1 1/7' <br />-10dx11/2" <br />- 8d X 1 1/2" <br />- 8d X 1 1/2" <br />- 10d X 1 1/2" <br />+ - 101 <br />2 -16i <br />- 5/8" <br />- 3/4" <br />- 3/4" <br />-10d <br />905 114-10d <br />X1' HTS 20 1 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 <br />SP1 585 535 1 10-10d SPT22 715 <br />GT-2 SP2 1065 605 1 12- 10d SPT24 895 <br />.10d 605 520 12-1 Od X 1 112" <br />(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 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 (+/- 611) <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. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 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 6.0" ON A HORIZONTAL PROJECTION, <br />GALVANIZED 5/8" DIA <br />ANCHOR BOLT WITH HOOK <br />AND 6"EMBEDMENT INTO <br />BOND BEAM AND 2" x 2" x <br />1/8" PLATE WASHERS, TYP. <br />8 x 16 BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID <br />IRDER <br />f <br />RUSS <br />OLT <br />H SIDE <br />GIRDER <br />N <br />N <br />0 0 <br />N <br />12" 6" 6" 61i N <br />0. C. 19MAX. <br />STAGGERED <br />ELEVATION A -A <br />A <br />• <br />A <br />(2) - 2 x 8 SYP. <br />P.T. LEDGER <br />CONT. <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />24-10d X 1 1/2" <br />8-10d <br />in - ins <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />SEE <br />171 1 FOR <br />L-1 ADDITIONAL <br />INFORMATION <br />TRUSS (SEE PLAN) <br />CMU WALL (SEE <br />PLAN) <br />rT SECTION AT LEDGER <br />SCALE: 3/4"=1'-0" <br />BOTTOM <br />OF <br />TRUSS <br />0 <br />� <br />O <br />U) N <br />V � <br />N C <br />+' 4) <br />H 1 <br />E0 <br />ra <br />O <br />or? <br />oM_ E <br />n � <br />-i3 <br />C � <br />Q <br />mrod'U <br />00 <br />M <br />C <br />MY <br />O )N 0 <br />'. U <br />3 CIO, <br />�. a°0o <br />00 < <br />C <br />0 <br />�1 •^ N <br />N � C <br />LL& � -J <br />To the best of the eng edott�ll% <br />understanding, the structuralrf�� <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 />i <br />O <br />7-4 M <br />PV <br />M <br />Z :2 <br />0 O <br />i� <br />O <br />Gj CO <br />L <br />z <br />cQ <br />L <br />Q 0 <br />M <br />3 �N <br />L <br />Z <br />Z <br />W <br />LU <br />CD c0 J <br />Ln <br />N U <br />m <br />Q <br />z <br />W <br />W U <br />.I <br />mZ d <br />CDr-o <br />z<U <br />O� <br />Zz <br />1 <br />LA <br />1n <br />r-1 <br />O <br />W <br />Z® <br />3 <br />T -1 <br />2 <br />9.O <br />NO <br />to <br />Z <br />a <br />0 <br />W g O 3 <br />o <br />a uW-82 <br />zguigi <br />a.Barm <br />0 <br />W <br />,�7 <br />O <br />z W <br />=RQ�QXS <br />Z <br />O�iZQ <br />1 <br />�'//�� <br />Y / <br />LL <br />Q�Xq0 <br />{7f O W <br />N <br />I <br />- Y gW <br />0. <br />w <br />z <br />H <br />z 0 <br />Oo <br />g <br />SCALE <br />AS NOTED <br />PLOT DATE : 09 / 08 / 2011 <br />VERSION NO. <br />1moo <br />JOB NO: 11-1198-1203 <br />SHEET NO. <br />12 <br />� <br />