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REFER TO 5PEEt 52.1 AND 5�4EET 52.2 FOR <br />r,rPfcAL FLAN NOTE5 AND 5GHEDULE5. <br />REFER TO SHEET 522 <br />1 ! rOR ADi� 1T I OVAL <br />I INFORMATION <br />I j <br />REFER TO 1/63.1 FOR <br />HORIZONTAL BRACE <br />CONNECTION TO <br />EXISTING MASONRY. <br />(4-LOCATIONS THISACES. <br />'� �')LOCATIONS <br />/C�kH <br />H55 ro "xro "x1/4" <br />TOP/HIGH BEAM = 22 -811 <br />TOP/LOW BEAM = 15'-011 <br />4"x4"A/4" HORIZONTAL <br />REFER TO 1/53.1 <br />THIS AREA) <br />METAL STUD SOX <br />BEAM. REFER TOYP_ <br />2/53.5 <br />HS6 COLS. CONt. FROMFTCs. <br />`- -- <br />t0 TOP/PARAPEt 1 2 <br />. <br />9 <br />(1S4.4 <br />S3.8 (4-LOCATIONS THIS S3.7 S3.7 <br />TOP/MAS. = Iro'-10 1/2" <br />AREA) <br />REFER TO 15/54.2 <br />CANT. <br />GANT. <br />2 HS5 ro "xro "xl/4" <br />HSS 6IG "BE <br />lTYP.) <br />2'-4" <br />2'-4" <br />TOP/HIGH BEAM = 22'-8° <br />TOP/HIGH BEAM = 22'-8" <br />REFER TO 1/54.51=-- <br />(VERIF ) <br />(VERIFY) <br />S3 $ TOP/LOW BEAM <br />TOP/LOW BEAM = 13'-0 3/8" (VERIFY) <br />(SIM.) 2 <br />-- --- <br />53.6 <br />, W12x26 I r <br />�-� <br />W1 x2sY,1. I W12x26 ` <br />REFER TO 1/54.5 <br />( 6'-10 1/?,' <br />(16'-10 1/2") I 1/6'-10 1/2) <br />TOP/MAS. = 15'-4" <br />I <br />I I <br />10 <br />1 <br />I I ; <br />J- <br />S4.4 <br />z <br />Y/ <br />' = z <br />N <br />; 2'-S" (VERIFY) <br />C <br />o <br />U <br />COOR'D. WALL <br />m <br />INISH/SH ATHING w/ A C <br />80 ^®- <br />- <br />- - <br />4 ^- - -� ` <br />REFER TO 11/54.2 FOR DBL. ANGLE BEAM <br />r <br />, , <br />CONNECTION. REFER TO 14/54.2 FOR TOP <br />1 54.5 <br />Sl <br />FLANGE BEAM CANT. (4-LOCATIONS) <br />REFER TO 12/54i2 -- <br />CANT. <br />11 <br />1' CANT. <br />- - - <br />TOP/MAS. = <br />r <br />- - - - <br />- - - - <br />- - - - - - - <br />(TYP.) <br />W 12x26 <br />1 <br />I <br />W18�7 <br />I 10 <br />16' 10 1/�") <br />WELD DECK EDGE <br />ANGLE TO H55. <br />v <br />(16'-8") <br />1 <br />---- <br />- <br />1 � <br />\tt' <br />53.6 ! I <br />ta, <br />W 6x67 6 <br />VERIFY <br />j <br />� <br />I <br />I[T-rl <br />\?�G <br />JAG vERFY <br />1 <br />W12x26 <br />HS4.4 <br />2 I I I <br />LJ <br />t J C <br />-- <br />fY S3.5 <br />- <br />-(16'-8") - <br />L J <br />S4.5 - <br />TOP/MA5. = 16'-8" <br />�j El <br />151MJ <br />(SIM.1 2'-4" <br />1m'-s" <br />16'-O" OnN1NG <br />2'-41 <br />" F' <br />HSS 2 I/2x 2 1/2x I/4" <br />Ll <br />1/I=RIFT) <br />----- <br />(COOR'D. w/ ARCH.) <br />-- ---- <br />(VERIFY) <br />- --- <br />OUTLOOKER6 AT 4'-0" <br />O.C. MAX. (TYP.) <br />p d <br />HS6 6"x(o"xl/4" <br />NSS (o"X!a"XI/4" <br />U U1 <br />TOP/BEAM = 23'-4" <br />1 <br />1 <br />1 TOP/BEAM = 23'-4" <br />cp <br />S3.5 <br />S3.5 <br />S3.5 HS6 6 "X& "XI/4" <br />TOP/SEAM = 23'-4" <br />- N <br />(AT FULL- <br />(AT FULL- BOTTJBEAM = IS'-4° <br />U- <br />® <br />HEIGHT <br />HEIGHT <br />SIGN) <br />SIGN) <br />FRAMING PLAN <br />SCALE: 3/32" = I'-0" <br />KE � FLAN <br />A <br />FOUNDATION PLAN <br />SCALE: 3/32" = I'-0" <br />REVISIONS <br />BY <br />ADDENDUM i <br />Q <br />2/4/11 <br />ITV. 2 - 3/I8/11 <br />Q <br />CLIENT/CONTRACTOR(� <br />REVISIONS <br />REV.4 - 1/25/II <br />A <br />0 <br />:J <br />o <br />0 <br />W U <br />>= v <br />c <br />~ E <br />Q LJ <br />Y ? 3 <br />g <br />CyJCie <br />r <br />ti <br />ti: <br />r-- <br />0 <br />a <br />e <br />u©`" <br />o04 <br />a� <br />0orn <br />Q 00 <br />O <br />L Ln <br />o <br />Z <br />Mrn <br />L"Ln <br />ZW mz <br />C7 <br />I- WLLJ <br />h <br />N <br />LLA 0 <br />o <br />�� <br />ax <br />V4_jaa <br />Q LZ <br />.. <br />WHO0 <br />or- <br />7w <br />N <br />Q <br />o <br />z� <br />cv <br />� v <br />� o <br />z <br />O N <br />� � M <br />x < 0 <br />LLI <br />_U ,-- <br />O <br />_® <br />( fj L t� <br />'0t <br />Q Q <br />N LnCL _ <br />A <br />0 00 <br />O <br />0 M i1. <br />CL <br />N <br />J <br />L.L <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: - <br />Job: 09-45 <br />Sheet <br />S2.3 <br />