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y � N r.()Nt m LD <br />O O O O O O <br />0j <br />� <br />o�, <br />o 0 <br />0 C:)a <br />---- <br />J01 <br />J01 <br />F;:B013 <br />J02 <br />J02 <br />co J03 <br />J03 <br />J04 <br />O \6RH <br />J04 <br />J052 <br />RH7 <br />---- <br />J05 <br />2 <br />RH6 <br />,` J06 <br />J06 <br />J06A <br />R1303 RB03 <br />_ 6 R02 <br />N cD <br />SINGLE 2X40TOP&BOTTON <br />II jr II <br />co � <br />r- <br />x <br />m I <br />I <br />N <br />LD <br />R1:304 <br />IRR04 <br />ROOF BEAM SCHEDULE <br />ALL BEAMS/CONNECTIONS SLZEO/SPEc PER 04GR of RECORD: <br />SEE STRUCTR AL PLANS <br />ROOF BEAM SCHEDULE <br />ALL 9EAMSX0NEcn0kS 4QEo/SPEC. PER 04M of RECORD: <br />SEE STRUC}%UL PLANS <br />MARK <br />BEAM DESCRLPTION <br />LENGTH <br />YARN <br />BEAN DESORPTION <br />LENGTH <br />R601 <br />2-1.75X 16 <br />12-00-00 <br />R861 <br />3-1. 75X 11. 875 <br />18-00-00 <br />RB02 <br />2-1.75XI I.25 <br />10-09-00 <br />RbQ <br />2-1.75X11.875 <br />16-00-00 <br />RB03 <br />2-1.75X11.25 <br />14-00-00 <br />RBG3 <br />2- 1.75X11.75 <br />22-00-00 <br />RB04 <br />2 -1.75X 11.25 <br />12-09-00 <br />RB64 <br />2-1.75X 11.875 <br />26-00-07 <br />RB05 <br />2-1.75X9.5 <br />09-00-00 <br />R820 <br />XXXX <br />00-00-00 <br />R806 <br />2 -1.75X 11.25 <br />16-00-00 <br />RB21 <br />XXXX <br />07-00-00 <br />RB07 <br />2-1.75X9.5 <br />08-07-00 <br />RB22 <br />XXXX <br />07-00-00 <br />RB08 <br />2-1. 75X 16 <br />17-07-00 <br />R823 <br />XXXX <br />00-00-00 <br />R809 <br />2-1.75X3.5 <br />10-00-00 <br />RB24 <br />XXXX <br />07-00-00 <br />R810 <br />XXXX <br />00-00-00 <br />R825 <br />XXXX <br />00-00-00 <br />R911 <br />XXXX <br />00-07-00 <br />RB26 <br />XXXX <br />00-00-00 <br />RB12 <br />XXXX <br />00-00-00 <br />R827 <br />XXXX <br />00-00-00 <br />RBIJ <br />XXXX <br />00-07-00 <br />R828 <br />XXXX <br />07-00-00 <br />R814 <br />XXXX <br />09-07-00 <br />RB29 <br />XXXX <br />00_x_00 <br />R815 <br />XXXX <br />00-60-00 <br />R8m XXXX <br />07-00-00 <br />ROOF HANGER SCHEDULE <br />MARK <br />DESCRIPTION <br />SIMPSON <br />USP <br />RH1 <br />LUS24 <br />✓US24 <br />RH2 <br />LUS26 <br />JUS26 <br />RH3 <br />HUS26 <br />HUS26 <br />RH4 <br />THA29 <br />MSH29 <br />RH5 <br />THA222-2 <br />MSH222-2 <br />RH6 <br />SUL26 <br />SKH26L <br />RH7 <br />SUR26 <br />SKN26R <br />RHB <br />HUS210 <br />THD210 <br />RH9 <br />HGUS26-2 <br />THDH26-2 <br />RH 10 <br />- - - - <br />HJC26 <br />ALL MARKS MAY NOT BE USED. <br />2-2X 12 <br />0 <br />N <br />0 <br />O <br />0) r__ 0) C() <br />CD O' O LD <br />- cr <br />O O O O <br />O O <br />O O O O O <br />J01 <br />P B0 > <br />J02 <br />J01 <br />J03 <br />mo <br />J02 <br />I <br />J04 <br />� <br />J03 <br />J05 <br />J04 <br />61 RH7 <br />H7 <br />/r2 <br />r <br />J06 <br />H6 <br />J05 <br />J06A -- r J06 <br />R06 M N — <br />R07 21R02 0 0 0 0 <br />R03 5 RH- II / <br />R08 -1r �r �r - RBGS R B02 <br />/ J01 <br />R09 V22 v III -s J02 <br />O O <br />R 10 15'-TALL V23 m J03 <br />R11 V24 J04 <br />R12 V25 A $ - <br />R22 <br />R23 <br />o <br />R24 <br />R25 <br />R26 <br />— R27 <br />V11 R28 <br />V10 R29 <br />V09 _ -- R30 <br />V08 R31 <br />V07 R32 <br />> <br />cD <br />0 00 i K) � N M d Ln LO <br />� � M <br />> > > > > O O O O O - <br />> > > > >A <br />r7 <br />II <br />II \ 1 4 RH3r_ a - R142 <br />N <br />O 0) 00 fl- cD Ln -t M N — O 0) 00 1-, d' O m m r�' LD 0 "t M <br />RBG5 RB03 <br />M <br />0 <br />0 <br />m <br />m <br />�— <br />ti <br />'Q00 <br />RB03 <br />�`b <br />J14 <br />2 <br />J14 <br />J15- <br />'R78 <br />J15 <br />2 R78A <br />R78 <br />J15� <br />rn <br />J15 <br />J14 <br />— m <br />J14 <br />M <br />LO <br />U-) <br />moo <br />06, <br />_ _ <br />i <br />a <br />RB05 <br />_ <br />� <br />m <br />� <br />r\ <br />00 <br />RB06 <br />I <br />I-T-1- <br />RBW <br />RB35 <br />J13. j <br />��J 12 <br />J07 <br />y�0, <br />r <br />JA CK <br />JA C <br />0JA CK <br />v v <br />Q Q Q <br />- -�02 <br />J01 <br />C'4 <br />0 'p0 <br />FA <br />� aYy <br />oER <br />VARIES e <br />TYPICAL HIP SET NAII.INC <br />OPEN FACE USE W HF'RE CC <br />(EXCEPT IN CALIFORNIA) NOT .> PECIFIEL <br />TR T jam' �' PLA CEMENT PLA N <br />Building # 1 Lower Club Roof <br />ALL BEAMS ARE DESIGNED BY OTHERS U.N. C <br />RE- STRUCTURAL PLANS FOR BEAM SIZES <br />DBBO=DROP BEAM BY OTHERS <br />FBBO=FLUSH BEAM BY OTHEP' <br />UHE= <br />TRUSSWAY, LTD_ <br />8850 Trussway Blvd. <br />Orlando, Florida <br />(407) 857-2777 <br />(407) 851-7899 FAX <br />INTERNET <br />O <br />v <br />O <br />O <br />v <br />v) ^\ <br />0 <br />Q <br />I <br />• <br />I <br />i <br />REFER TO SHT.19T-1 <br />" i <br />FOR IMPORTANT <br />INFORMATION! <br />DRAWN BY: PC <br />CHECK BY: <br />PROJECT ID : 14299 <br />ORDER #: <br />SCALE : NTS <br />REVISIONS <br />A <br />r <br />B <br />C <br />D <br />E <br />- <br />F <br />G <br />SHEET <br />R — 0 / L <br />3 <br />a) <br />D <br />D <br />D <br />J <br />i <br />0 <br />_o <br />Y <br />0 <br />/ <br />L <br />/ <br />�n <br />D <br />n <br />D <br />J <br />D <br />D <br />n <br />D <br />D <br />