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(2) U7 <br />WITF <br />NAIL: <br />1/4" x <br />BOLT <br />CONI <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 />SY6Ef UL <br />IV sy*-M CAL <br />UNIT 1501 UNIT 1399 UNIT 1398 <br />ROOF FRAMING PLAN <br />SCALE: 3/16"=1'-0" <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. A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />650 <br />10 - 8d X 1 1/2' <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 />H 10 <br />16 - 8d x 1 12' <br />RT16A <br />1030 <br />1030 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />MTT28B <br />4455 <br />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 />* <br />2775 <br />5/8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />2 - 5/8" DIA. BOLTS <br />L <br />3/4" DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3/4" DIA. BOLTS <br />M <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3/4" DIA. BOLTS <br />N <br />1 1 IS26 <br />11 /1115— <br />780/ 7 "* <br />8- 10d x 3" <br />JUS26 <br />510/740 <br />440/695 <br />8 -10d <br />P <br />Ht 1,926 <br />1550/3325 *" <br />1550/2540 "* <br />20 -16d x 3 1/2" <br />THD26 <br />1875/3040 <br />1580/2365 <br />Q <br />HUS28 <br />220/5970 " <br />2705/4510 " <br />30 -16d x 3112' <br />THD28 <br />2330/3965 <br />2015/3430 <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 112' <br />MTW 12 <br />1195 <br />905 <br />14-10d <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW 16 <br />1195 <br />905 <br />14-10d <br />T <br />MTS20 <br />1000 <br />_ <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" ATR 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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2' <br />HTW20 <br />1530 <br />1315 <br />24-1 Od X 1 1/2' <br />SP1 <br />585 <br />535 <br />10- 10d <br />SPT22 <br />715 <br />8- 10d <br />SP7 <br />1nAR <br />An.9; <br />17-1nri <br />RPT2A <br />RQg; <br />1n-ini <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 (+/- 61 <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 />GALVANIZED 5/8" DIA <br />ANCHOR BOLT WITH HOO <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 />STAGGERED <br />ELEVATION A -A <br />A <br />(2) - 2 x 8 SYP._/ <br />P.T. LEDGER <br />CONT. <br />t 2 PLY CARRIER —J <br />x CONT LEDGER <br />GIRDER <br />TRUSS <br />{2) BOLT <br />EACH SIDE <br />OF GIRDER <br />SEE <br />1 FOR <br />L-1 ADDITIONAL <br />INFORMATION <br />5/8 A.B. @ 2'-8- O.C. W/ <br />7" MIN. EMBEDMENT <br />ONNECTION (SEE <br />PLAN <br />TRUSS (SEE PLAN) <br />4. <br />9'-4" <br />BOTTOM <br />OF <br />�< TRUSS <br />7T MU WALL (SEE <br />PLAN) <br />1 SECTION AT LEDGER <br />1 � SCALE: 3/4"=1'-0" <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />N <br />U) Fa0) <br />u <br />vi C <br />(D.Q' <br />Cd m <br />F- N <br />a) <br />Moo <br />01, <br />13 70 <br />0 <br />a°DD <br />0,0 <br />O <br />chit <br />0 <br />m of d U <br />�C <br />M 0 <br />ra y- <br />ALL co <br />M Y <br />O 0 N <br />ty <br />o U)W <br />L C. o 0) <br />�dn <br />rn <br />6 <br />A <br />N C B D C <br />C <br />B <br />D. <br />A. Q <br />���s <br />CE <br />tvo <br />:.� <br />0 55; <br />Zt <br />L <br />a ` <br />ON— �Mv <br />Col- <br />a �9 <br />Z:0° <br />Z <br />25 <br />i yQ..... •'pL�\�1 <br />W '� ,o L EcR' <br />;e- <br />To the best of the engineers knowledge and <br />understanding, the structural plans 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 />N M <br />Z;v-+M <br />O <br />(1 <br />M N <br />N <br />Q 'i Cp <br />�N <br />N <br />= <br />Z 4-J <br />Z <br />'J <br />W <br />W <br />JIna) <br />Lin U <br />Q <br />Z <br />W <br />0 <br />0 <br />W ILLQ <br />W MZ VvE.7.f� <br />�J+. <br />v <br />iv <br />OZ}z<0 <br />T-1 <br />zrQUx< <br />~Z <br />0 <br />=2:4 W <br />ego iw <br />(T <br />0— O o <br />7"1 <br />r1 <br />2:DW® <br />~a. WzW <br />C) <br />W <br />W J <br />,--1 <br />lD <br />cv <br />0 <br />lD <br />Ln <br />Z <br />ii <br />W �O' <br /><z <br />a <br />O ^J^ <br />Woo`0� <br />z=&-zg <br />Z <br />f Z <br /><W6zoo <br />QQ�au6 <br />N <br />I--1 — <br />Z <br />oo�LIU:FS►y <br />W <br />,--I <br />�L,°LLza <br />aQ~erg <br />/yOi <br />� a < <br />r1 <br />LL <br />=1 , W LLJ <br />0 <br />C, <br />LL <br />� <br />u. <br />z <br />O <br />� <br />� <br />g O <br />Z <br />0 <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE : 05 / 24 / 2011 <br />VERSION NO. <br />1000 <br />JOB No: 11-0667-0672 <br />SHEET NO. <br />12 <br />