Laserfiche WebLink
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 />(2) U <br />WITF <br />NAIL; <br />1/4" x <br />SOLI <br />CON <br />ROOF FRAMING PLAN <br />SCALE: 3116 " =1' -0" <br />MARK <br />O <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />r. <br />HETA20 <br />HETA16 <br />H2.5A <br />H3 <br />META20 <br />HHETA20 <br />H10 <br />K HD2A * <br />L HD5A * <br />M HD6A * <br />N LU 26 <br />P <br />Q HUS28 <br />R MTS12 <br />S MTS16 <br />T MTS20 <br />U MGT /MUGT <br />V LGT2 <br />HTS 20 <br />SP1 <br />x CONT TEDGER <br />UPLIFT CONNECTION CROSS - REFERENCE <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY FASTENERS CONNECTOR CAPACITY <br />SYP SPF SYP SPF <br />1810 9 - 10d x 1 1/2" HTA20 1615 1585 <br />1810 <br />9 - 1Dd x 1 1/2" <br />HTA16 <br />1615 <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />550 <br />1450 <br />0 <br />7 - 1 Od x 1 1/2" <br />HTA20 -18 <br />1200 <br />2235 <br />_o <br />S <br />0 2dN <br />12 - 1 Od x 1 1/2" <br />r C O M <br />a 00 <br />cna� <br />990 <br />850 <br />16 - 8d x 1 1/2" <br />RT16A <br />1030 <br />4455 <br />4455 <br />24 - 16d <br />MTS27B <br />4685 <br />5260 <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />5370 <br />2775 <br />2570 <br />5/8" DIA. BOLTS <br />TD2 <br />3435 <br />3705 <br />3130 <br />3/4" DIA, BOLTS <br />TD5 <br />4180 <br />4405 <br />3680 <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5/1115'* <br />780/875 ** <br />8 - 10d x 3" <br />JUS26 <br />5101740 <br />(/3325 "" <br />1550/2540'* <br />20 - 16d x 3 1/2" <br />THD26 <br />1875/304C <br />1/5970'* <br />2705/4510 "" <br />30 - 16d x 3 1/2" <br />THD28 <br />2330/396: <br />1000 <br />860 <br />14 - 1 O x 1 1/2" <br />MTW12 <br />1195 <br />1000 <br />860 <br />14 - 1 O x 1 1/2" <br />MTW16 <br />1195 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />3140 <br />3140 <br />22 - 10d X 1 518" A W/ 5" EMBED W/ SIMPc <br />2150 <br />1850 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />LUGT2 <br />1850 <br />�o <br />a 02 <br />LL 0o9ce <br />o <br />® (� <br />v z <br />Z a E z <br />W <br />z w <br />aQJa 6' <br />® <br />z > o <br />oWZ <br />w <br />w O D <QO8 <br />X <br />!� <br />�o U. <br />M I LL � LLJ <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />585 <br />535 <br />10- 10d <br />SPT22 <br />715 <br />GT - SP2 1065 605 12 - 1 Od SPT24 895 <br />10d I H P2 605 520 12-1 Od X 1 1/2" <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 ( +l 6 ") <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD 9 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 />1315 <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />R N <br />/—GIRDER <br />TRUSS SEE SHEET D -1 FOR <br />BOLTROOF FRAMING <br />EACH SIDE DETAILS <br />N OF GIRDER <br />r <br />N <br />GALVANIZED 5/8" DIA <br />ANCHOR BOLT WITH HOOK! <br />AND 6 "EMBEDMENT INTO 12" 6 6" 6„ N <br />BOND BEAM AND 2" x 2" x O.C. MAX <br />1/8" PLATE WASHERS, TYP. STAGGERED <br />ELEVATION A -A <br />n E v ./ <br />1 FOR <br />L -1 ADDITIONAL <br />INFORMATION <br />A <br />8 x 16 BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID <br />8 .. <br />0 <br />SECTION AT LEDGER <br />SCALE: 314 " =1' -0" <br />440/695 <br />1580/2365 <br />2015/3430 <br />905 <br />905 <br />"SET" EPDXY <br />;SEE PLAN) <br />9'-4" <br />BOTTOM <br />OF <br />TRUSS <br />FASTENERS <br />I V VU h I it <br />10 - 10d x 1 1 <br />10- 8dX11/1 <br />8- 8dX11/2' <br />10 - 10d X 1 1 <br />1 Od X 1 1/23 8 -1 Od <br />4 - 16d <br />2 - 16d <br />- 5/8" DIA. BOLTS <br />3/4" DIA. BOLTS <br />- 3/4" DIA, BOLTS <br />I 71 <br />14-1 Od <br />14-1 Od <br />14-1 Od <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />24-1 Od X 1 1/2" <br />8 -10d <br />in- 1nrl <br />i <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />N <br />L <br />N <br />C f� <br />N C <br />v (1) <br />D <br />H N <br />'o <br />0N000 <br />0 <br />pip 0 <br />v <br />- 70 <br />f� fCd_U <br />w <br />N <br />c N <br />_o <br />S <br />0 2dN <br />U <br />r C O M <br />a 00 <br />cna� <br />0 <br />It <br />0 <br />B ®, <br />0 c <br />•. t <br />u, <br />\�� <br />7 / <br />C) BENS,. <br />q1 <br />tJ <br />D <br />• • C r C) <br />Q v, <br />tQ `SATE <br />LL <br />W <br />- �Ot., ' <br />ism ...... <br />W <br />' <br />'� <br />To the best of the engineer's 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 />'--q M <br />N <br />M <br />Z � M <br />t <br />OV� <br />M O <br />Q N <br />> rl <br />L <br />CQ <br />G <br />L N <br />\J <br />Z 0) fu <br />J <br />J <br />`p v <br />M V <br />Z S <br />O <br />LU LLJ ce <br />C z <br />J J m Q z G <br />SV <br />z <br />M zz >8a� <br />s a < <br />�=Z <br />© <br />� Ce fY J <br />'8 49 <br />- <br />�pzC <br />z <br />ce <br />l� <br />0 <br />�o <br />a 02 <br />LL 0o9ce <br />o <br />® (� <br />v z <br />Z a E z <br />W <br />z w <br />aQJa 6' <br />® <br />z > o <br />oWZ <br />w <br />w O D <QO8 <br />X <br />!� <br />�o U. <br />M I LL � LLJ <br />C L <br />¢n <br />O � G~ ri <br />Uj U0 <br />�- z O <br />Z O n <br />SCALE ; <br />AS NOTED <br />PLOT DATE : 09/07/2011 <br />VERSION NO. <br />1100 <br />JOB NO: 11- 0958 -0961 <br />SHEET NO" <br />12 <br />i <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />