Laserfiche WebLink
(2) U <br />WITI <br />NAIL <br />1/4") <br />BOU <br />CON <br />i� <br />1 <br />S-5 <br />UNIT 1501 <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 />SYMETRICAL <br />AL A& <br />U U U U U U <br />SYMETRICAL <br />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 />H2.5A <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 - 1Od 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 />4455 <br />24 - 16d <br />MTS27B <br />4685 <br />4029 <br />24 - 16d <br />J <br />I 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 />A * <br />3705 <br />3130 <br />3/4" DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3/4" DIA. BOLTS <br />M <br />HD A * <br />4405 <br />3680 <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3/4" DIA. BOLTS <br />N <br />1 1 IS26 <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 />HI IS26 <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 3 1/2" <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 />14-10d <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 />1 1195 <br />13M <br />14-10d <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" A 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 />,X„ HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" <br />SP1 _585 535 10 - 10d SPT22 715 8- 10d <br />SP2 1065 605 12 - 10d SPT24 895 10- 10d <br />HCP2 1 605 520 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 />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 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 5'4" ON A HORIZONTAL PROJECTION. <br />t 2 PLY CARRIER <br />x CONT LEDGER <br />-GIRDER <br />TRUSS <br />2) BOLT <br />EACH SIDE <br />N OF GIRDER <br />_ T <br />❑ - - ❑ - - N <br />I V <br />GALVANIZED 5/8" DIA WI_ <br />_ J _ <br />ANCHOR BOLT WITH HOO N <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 />SEE <br />- 1 FOR <br />L-1 ADDITIONAL <br />II <br />INFORMATION <br />I <br />5/8" A.B. @ 2'-8" O.C. W/ <br />A 7" MIN. EMBEDMENT <br />8 x 16 BOND ONNECTION (SEE <br />BEAM PLAN) <br />REINFORCED <br />WITH (1) #5 r - TRUSS (SEE PLAN) <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID AL 9-4- <br />BOTTOM <br />OF <br />A a TRUSS <br />(2) - 2 x 8 SYP. MU WALL (SEE <br />P.T. LEDGER PLAN) <br />CONT. <br />8" <br />SECTION AT LEDGER <br />SCALE: 3/4'°=1'-0" <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />N <br />C <br />0 <br />N <br />N� <br />V <br />_ <br />ICU cM <br />r6 '0 <br />EMaOOo <br />0 ao <br />O N <br />0 <br />V <br />_oMo <br />M ru 4i <br />M'0 to <br />r6 4= <br />C-M(n <br />M � <br />O cC N <br />' U <br />'0 <br />0. o000 <br />65Qr; <br />rn <br />0 <br />A <br />B p® <br />N C B D C <br />vkoi <br />C <br />P <br />f <br />." • f .`� <br />® SO <br />M 0 <br />�iY Jj <br />ur o <br />m <br />a � <br />r �' ° �• °"" �C3� <br />m <br />to <br />.4t <br />J <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 />a <br />O <br />N M <br />Z :L-+ cl j <br />0 ="o <br />O <br />rn CD <br />Q QjMI� <br />ri <br />a •L Ck <br />z <br />.N <br />N <br />= <br />4-J <br />Z n fQ <br />LUUj <br />-J O <br />LnW <br />� V <br />a <br />Z <br />Z <br />J <br />oZ <br />wLL0 <br />mZz <br />U0<ZoO <br />zr <br />1 <br />Lii <br />Z}Q�za <br />=2: zWF-z <br />z <br />0�0�'�o <br />U = O u.1 N <br />QI <br />�a0z0 <br />^ <br />I = w <br />lD <br />rl <br />Ln <br />�✓ <br />rl <br />E <br />0 z <br />J <br />Q <br />� <br />C J <br />J <br />Woo¢ <br />aZ"o <br />a <br />C:)Woo`0 <br />V <br />�fnm0 <br />O0jW0I— <br />z <br />V <br />1� <br />0 `/ <br />z012: zZ <br />j <br />Z <br />Q�oz0- <br />~< Wad <br />> <br />1---I <br />m <br />9 0 a <br />w <br />�� <br />L <br />wWOu-z< <br />�¢W�O <br />= <br />0 <br />= f � p <br />N�Oz< <br />LL <br />1 <br />- c LU <br />Y w <br />aQ< <br />z <br />(�1 ' <br />LL <br />� O <br />g <br />LL <br />w <br />z 0 <br />z <br />0 <br />g DC <br />SCALE <br />AS NOTED <br />PLOT DATE : 01 / 21 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0055-60 <br />SHEET NO. <br />12 <br />is dill 1 _ ivy,,,,... ur..,;,.'A,J.o 11,1 is ii --TF— I I li 1 r- I I <br />