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(2) U, <br />WITF <br />NAIL <br />1/4" r <br />BOLI <br />CON <br />I 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"=1'-0" <br />GT-2 <br />-10d <br />(5) - <br />DGE <br />ACH <br />:TOR <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 />H ETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />H TA20 <br />1615 <br />1585 <br />10 - 10d x 1 112" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 112" <br />HTA16 <br />1615 <br />1585 <br />10 - 10d x 1 112" <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 1 112" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 112" <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 />990 <br />850 <br />16 - 8d x 1 112" <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 />HTT22 <br />5260 <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />5370 <br />4618 <br />32 - 16d <br />K <br />HD2A * <br />277 <br />2570 <br />5/8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />- 5/8" DIA. BOLTS <br />L <br />HD A * <br />70 <br />1 <br />3/4" DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3/4" DIA. BOLTS <br />M <br />HD A * <br />44 <br />0 <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3/4" DIA. BOLTS <br />N <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 3 112" <br />THD26 <br />1875/3040 <br />1580/2365 <br />Q <br />HUS28 <br />322015970 ** <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 1 112" <br />MTW12 <br />1195 <br />905 <br />14-10d <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 112" <br />MTW16 <br />1195 <br />905 <br />14-10d <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 112" <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 />1 (16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 112" <br />HTW20 <br />1530 <br />1315 <br />24-10d X 1 112" <br />SP1 <br />585 <br />535 <br />1 10 - 10d <br />SPT22 <br />715 <br />8 -10d <br />SP2 <br />1065 <br />605 <br />1 12 - 10d <br />SPT24 <br />895 <br />10 - 10d <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 CO'_�LD 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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />REAS <br />__ <br />in <br />■I <br />/■I■I■I <br />M■ <br />�I <br />IMIMIMI0I <br />It <br />�I <br />1010101010101 <br />In <br />ININ10101010101MIN <br />in <br />■I-/MI■ININININI■I■I■I■I■INi�l� <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 <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 HOO1 <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 />GIRDER <br />TRUSS <br />{2) BOLT <br />EACH SIDE <br />OF GIRDER <br />SEE <br />D1 FOR <br />L_1 ADDITIONAL <br />INFORMATION <br />5/8" A.B. @ 2-8" O.C. W/ <br />A 7" MIN. EMBEDMENT <br />�CO N)ECTION (SEE <br />,LAN <br />a, <br />TRUSS (SEE PLAN) <br />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 />1 SECTION AT LEDGER <br />1 SCALE: 3/4"=V-0" <br />(A) <br />OR 2 PLY <br />ARRIER <br />N <br />i <br />M <br />vi C <br />(Vv ;a <br />H N <br />0 hMo °D ao <br />NCM <br />O <br />0�00 0 <br />k1 <br />C G_I <br />M � V <br />0 L- m <br />cdLL <br />Cj)M0 <br />O N <br />a <br />U <br />oCo <br />0 OD <br />nay <br />n <br />0C) <br />0 <br />B D( <br />tA <br />lie <br />�e <br />J� <br />aa�" <br />'QLL � <br />U <br />Nam`- <br />_-m, <br />� <br />0 <br />Q . ` 0- .. <br />Y <br />®Q <br />To the best of the eng0e&P40loMEkibe` 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 i0+ M <br />O <br />In <br />�M O <br />L <br />LQ 0 <br />z <br />r > <br />N <br />z <br />2 <br />W <br />W <br />JLna) <br />L V <br />z <br />W <br />f <br />w0Z <br />J <br />mZ�I& <br />U�Na0 <br />�+ <br />V <br />rZ ZpQQU <br />Z�Zzgl <br />T__1! <br />0 <br />� ZZ� <br />0 z <br />W � J <br />a�3oo <br />8�0 wN <br />Z <br />r, W <br />CD <br />W <br />3J <br />T -1 <br />11,411 <br />cv <br />0 <br />%0 <br />Ln <br />Z <br />Q <br />°3 <br />z90 <br />a <br />p <br />12 171 <br />R <br />V <br />W Ce <br />Z:C�y � 9,�Z <br />Z <br />H z <br />ate_ 8 <br />W <br />M <br />p <br />< <br />kx$a <br />LL <br />LL Z <br />�ZW <br />Li <br />M <br />LL�QF- <br />O <br />LL <br />W <br />z 0 <br />z <br />O <br />g <br />SCALE <br />AS NOTED <br />PLOT DATE: 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />12 <br />