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(2) U, <br />WITI- <br />NAIL <br />1/4") <br />BOLL <br />CON <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 1501I <br />ROOF FRAMING PLAN <br />SCALE: 3/16"=V-0" <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 />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 />115o <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1200 <br />1120 <br />10 - 10d X 1 1/2" <br />F <br />_'�_ _ <br />HHETA20J 2235 <br />12 - 10d x 1 1/2" <br />G <br />H10 <br />990 <br />850 <br />16 - 8d x 1 1/2" <br />RT16A <br />1030 <br />1 1030 <br />9-10d X 1 1/2% 8-1Od <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 />2775 <br />2 70 <br />5/8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />2 - 5/8" DIA, BOLTS <br />L <br />HD A * <br />3705 <br />31303/4" <br />DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3/4" DIA. BOLTS <br />M <br />HD6A * <br />4405 <br />3680 <br />7/8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3/4" DIA. BOLTS <br />N <br />I I lq96 <br />1165/1115** <br />780/875 ** <br />8 - 10d x 3" <br />_ <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 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 />1195 <br />905 <br />14-10d <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />_ <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 />FITS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1315 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-10d <br />SPT22 <br />715 <br />8- 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />895 <br />10 - 10d <br />3T-2 HCP2 605 520 12-10d X 1 1/2" <br />-10d <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 />2-0-0 MAXI UM SPACING ON VERTICALS OF (B) TRUSS <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. M <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 wJ <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. <br />t 2 PLY CARRIER ---� (A) <br />x CONT LEDGER <br />GIRDER <br />TRUSS <br />(2) BOLT <br />EACH SIDE <br />OF GIRDER <br />I � T <br />N <br />o I o <br />GALVANIZED 5/8 DIA /\ <br />ANCHOR BOLT WITH HOOKI N <br />AND 6"EMBEDMENT INTO 12" 6" 6" T <br />BOND BEAM AND 2" x 2" x O.C. 1. MAX. <br />1/8" PLATE WASHERS, TYP. STAGGERED <br />ELEVATION A -A <br />SEE <br />1 FOR <br />L-1 ADDITIONAL <br />INFORMATION <br />I III, <br />5/8" A.B. @ 2-8" O.C. W/ <br />A ,� <br />7 MIN. EMBEDMENT <br />I it I' <br />8 x 16 BOND Z—CONNECTION (SEE <br />BEAM PLAN) <br />REINFORCED <br />WITH (1) #5 TRUSS (SEE PLAN) <br />CONT. EACH ° <br />COURSE <br />GROUTED — - - - <br />SOLID -_ _ a . 9'-4" <br />a <br />BOTTOM <br />OF <br />A a TRUSS <br />(2) - 2 x 8 SYP. -CMU WALL (SEE <br />P.T. LEDGER PLAN) <br />CONT. <br />8,. <br />SECTION AT LEDGER <br />r� SCALE: 3/4"=1`-0" <br />(A) <br />OR 2 PLY <br />'ARRIER <br />N <br />L.. <br />C <br />N <br />V <br />� <br />_ <br />cis M <br />ui C <br />Q) <br />� N <br />co" O <br />M <br />Ot,CEO <br />U fN <br />N f . <br />O <br />O N <br />_oM0 <br />0) <br />C <br />0 tL M a) <br />�6 <br />M N <br />x <br />0YN <br />>_ <br />U <br />O <br />:20-Q01 <br />:3 00 <br />aOD <br />65 iz <br />to 0 <br />rn � <br />0 <br />��° <br />P <br />B <br />D. <br />o <br />m <br />VET ��yP� <br />N <br />® �. o <br />_ m® <br />UF-l" <br />d 0 <br />z N <br />4� <br />J <br />LL <br />7 <br />�! '_�5 <br />...O — C -I ® <br />` <br />o 0 <br />� z <br />w <br />® <br />Q U <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 />'__I M <br />N M <br />Z M <br />V � <br />n <br />c- -, M CD <br />Q QjM(-, <br />,--s <br />'L <br />cQ <br />G <br />Q ® <br />LL <br />N <br />u <br />z <br />4-J <br />0) fp <br />W <br />W <br />J C:) fa <br />1.0 N <br />LLn U <br />Q <br />Z <br />Ill <br />� <br />w L o <br />J <br />w0° <br />wZF-.tea <br />tz <br />/y� <br />00 <br />yr—� <br />H <br />Lu <br />V)M0 <br />Z y z ,q U <br />T� <br />Z>-<UU <br />_ <br />oaw <br />2: Q <br />w <br />O <br />z <br />cgo�o_j <br />vF-aoZ@ <br />ce N <br />'-� <br />z <br />C:) <br />r_1 <br />to <br />Q <br />J <br />J <br />� <br />> <br />Ln <br />z <br />4 <br />Q <br />Lq <br />a <br />uja00 <br />Uuj�;;m0 <br />ilk o° <br />v z°FS0=z <br />W 0LL <br />- <br />z <br />00 <br />W <br />a <br />LU 0 <br />< -1 <br />_ <br />I--1 CzC o <br />OLL <br />� g 2w: <br />OLL LL 8a <br />W <br />C:)? <br />Q wWu- <br />0 zQ <br />? Q O <br />O 2: u_ <br />JOwQ <br />J Q� Y W <br />0 <br />•� <br />o�'0 <br />QaFg <br />" <br />z <br />> <br />g 0 <br />z <br />0 <br />a OC <br />SCALE <br />AS NOTED <br />PLOT DATE : 03 / 31 / 2011 <br />VERSION NO. <br />1000 <br />JOB No: 11-0441-0444 <br />SHEET NO. <br />12 <br />