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0 <br />I <br />I <br />I <br />I <br />I <br />f— <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />w <br />IT <br />O <br />U) <br />z <br />O <br />I � <br />I <br />0 <br />0 <br />w <br />z <br />1 w <br />I W <br />I � <br />U) <br />w <br />O <br />w <br />I Q <br />d <br />� O <br />z <br />I <br />I Q <br />m <br />w <br />w <br />w <br />- - - — - -- - - - - - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Tt-BM-- - - - - - <br />C2 �/ <br />' I <br />I I <br />I <br />I <br />I'a <br />I , <br />W <br />•1m <br />I;J <br />I w <br />w <br />U) I <br />I <br />■ice <br />1x <br />CIJ <br />I I DESIGN NEW <br />-------t -- D.1 JOIST TO <br />ACCOMADATE <br />NEW LOAD <br />ABV. <br />. I I <br />i- STL BM-- ; <br />ADDITIONAL <br />CROSS <br />3"x3"x1/4" <br />BRIDGING <br />w WHERE <br />w1!j <br />I SHOWN <br />n () ■ i00 <br />I <br />REINFORCE <br />n O a to I EXISTING <br />_J C° ~ I I JOIST <br />GIRDER TO <br />------ --- ---( U ) ACCOMMODATE <br />C4 FOR NEW <br />C5 LOAD ABV. <br />I <br />C4 I <br />■ <br />x1/4" fla 6'-0" O/C i I TYP. <br />(TYP.) I 1 <br />.' <br />. I <br />II , <br />I I <br />i <br />■ ; <br />I <br />1 <br />■ <br />'1 <br />U)� I ; I <br />0 , ■ ; I <br />� O C <br />I' <br />-J T ■ <br />F <br />I <br />: I <br />II <br />I <br />I <br />. I <br />I <br />I <br />IQ I <br />I <br />■ Iw <br />I ;m <br />x1/4" U 6'-0" O/C I J <br />■ 'W <br />(TYP,) I ; L 1 <br />• 10 I <br />I Ico <br />I� <br />i to <br />(`') <br />1 <br />I' <br />U)O <br />1- O W I <br />co F— <br />J � <br />I <br />1 I <br />■ ! I <br />I <br />I I <br />' � REINFORCE <br />1 <br />I <br />----- --- ---- ------------------- -- E <br />I w <br />1 m <br />_J <br />W <br />w <br />VERT. HSS COL. Ln <br />I <br />4"x4"x1/4" x <br />(TYP.) <br />C1 <br />HORZ. HSS <br />4"x4"x1/4" Id <br />6"-0" O/C <br />(TYP.) <br />5'-5" 6'-1" <br />I / \ <br />Cl <br />I X X <br />Lu <br />\ m <br />+) J <br />w <br />1 Q; w <br />H <br />d <br />x <br />6'-6' <br />------------- <br />C1 <br />VERT. HSS COL. <br />4"x4"x1/4" fob <br />(TYP.) <br />I <br />I <br />C1 <br />PL 1/4"x6"x18' <br />1 (TYP.) <br />I <br />- -- - — <br />I Cl <br />SIM. <br />5 <br />S-5 <br />I Q <br />w <br />m <br />J <br />I W <br />Lu <br />co <br />LO <br />x <br />I r <br />I <br />I C1 <br />I PL 1/4"x6"x18" <br />(TYP.) <br />VERT. HSS COL. <br />I 4"x4"x1/4" fd <br />(TYP.) <br />C1 <br />• <br />I <br />EXISTING <br />1 <br />C4 <br />------- <br />- <br />--�---� <br />JOIST TO <br />ACCOMMODATE <br />C5 <br />FOR NEW <br />LOAD ABV, <br />HSS 4"x4"x1/4" <br />fd <br />C4 <br />I <br />SEE DET, <br />' <br />1,2,3/S-9 <br />6'-0" O/C <br />(TYP,) <br />I <br />I ¢ <br />PROVIDE NEW L <br />w I <br />m I <br />6"x10"x1/2" ANGLE <br />' J <br />FOR PARAPET <br />Lu <br />WALL SUPPORT <br />w <br />ABV, REINFORCE <br />EXISTING JOIST TO <br />j I <br />ACCOMMODATE <br />' <br />x <br />FOR NEW LOAD <br />ABV. SEE DET, <br />W12x45 <br />STL <br />BM <br />' <br />, <br />1,2,3/S-9 <br />I <br />- -----HSS ------ <br />,-;-------- <br />; <br />i <br />C4 <br />• <br />ADDITIONAL <br />4"x4"x1/4" na <br />6' 0" O/C <br />; <br />, <br />I <br />CROSS <br />3"x3"x1/4" <br />, <br />, <br />(TYP.) <br />BRIDGING <br />Q <br />WHERE <br />Q <br />o 0 <br />Lu <br />m <br />I <br />SHOWN <br />■ <br />OLu <br />�� <br />J <br />■ <br />In <br />I <br />� <br />I <br />I <br />I <br />I <br />12x45 STL BM C2--------- --� <br />TYP. O <br />4 <br />S-9 <br />i <br />ENTRY FEATURE FRAMING PLA 11 <br />fo r-%#r7i it <br />SCALE : 1/8"=1'-0" <br />. I II C2 I <br />1. II I <br />1.I II STEEL DECK <br />ABV. (SEE <br />....::: �. DECK <br />■ Q SCHEDULE) <br />ui I <br />CD <br />IJ <br />w <br />LOPE w <br />� 1 <br />U I <br />I In <br />. I � <br />X <br />T <br />i > <br />, I <br />I <br />;I o <br />— I <br />12x45 STL BM -I ; I ;1 <br />I11 :E VERT. HSS COL, <br />;I W I 6"x6"x1/4" fat <br />o .IIm , <br />W <br />IW <br />C1 C4 c I VERT. HSS COL. <br />i 1 In i 6"x6"x1/4" Id <br />I <br />oa x <br />■ N O <br />Cl `0 r <br />7'- VERT. HSS COL, <br />11" I 'S co <br />I 8"x6"x1/4" Fd <br />12x45 STL BM NA= =T D <br />C <br />' N <br />R C5 <br />O o1^) 1 1 1 ;1 <br />1 C4 ' <br />G� L-- U VERT. HSS COL. <br />QP h 6"x6"x1/4" d <br />TYP <br />o �'-- I -' I - - S-5 <br />CD +� ; <br />oD , <br />' Cl <br />' I VERT, HSS COL. <br />CO • i co I <br />4"x4"x1/4" fad <br />(TYP.) <br />I <br />I <br />i <br />C1 I I <br />Q I i Q <br />W <br />co ; 0 m � . <br />C1 ■iI w <br />I� <br />Im <br />I In <br />IX <br />1x I <br />TYP, <br />Q 1 <br />C1 `° <br />i <br />0 6 <br />I <br />I <br />co CD I <br />i <br />i <br />1C 1 I <br />: I <br />I1 <br />I <br />o <br />co <br />VERT. HSS COL. <br />6"x6"x1/4" d <br />I <br />■ 1 co <br />B <br />C5 <br />Nl <br />■ 1 it <br />N <br />C1 <br />C1 <br />LW12x45 <br />STL BM <br />11 <br />VERT, HSS COL. <br />-- — -- <br />— -- — -- - <br />I <br />8"x6"x1/4" na <br />C1 <br />_ <br />J <br />I <br />VERT, HSS COL. <br />tx <br />C 4 <br />6"x6"xi/4" I� <br />Q <br />+ l <br />1 Q <br />e° <br />m <br />m <br />r <br />1 <br />w <br />0� <br />■ J <br />w <br />X <br />C <br />. 11n <br />C <br />-- <br />�, <br />i0 <br />\ <br />VERT. HSS COL. <br />6"x6"x1/4" <br />\ <br />/ <br />fad <br />X <br />C1 <br />W12x4@TL BM <br />C 1 <br />---=------- <br />/ <br />\ <br />/ <br />5'-5" \ 6'-1"zo <br />VERT. HSS COL. <br />I <br />X <br />.. .. <br />I 4"x4"xi/4" fc3 <br />1 <br />w (TYP.) <br />m <br />HORZ. HSS <br />� <br />w <br />,.1 <br />w <br />I <br />I <br />4"x4"x1/4" an <br />m <br />.8 <br />LOPE <br />6'-0" O/C <br />J <br />(TYP.) <br />w <br />"' <br />= <br />- <br />■ XLO <br />1 <br />.: <br />•I� <br />X.-'' <br />r <br />LII <br />C1 <br />L I <br />.. --1- - - - - <br />I <br />-- <br />- <br />rW12x45 <br />TL BN9�J <br />STEEL DECK <br />ABV. (SEE DECK <br />�\ <br />SCHEDULE) <br />I <br />ENTRY FEATURE FRAMING PLAJ�� <br />I I <br />SCALE : 1/8"=1'-0" <br />1 <br />I <br />LIRRHILHIFFIFERITtR — — I <br />-- - - - - -- -- �J <br />I I III <br />I III <br />I I 111 <br />III <br />1 u 11 <br />I I I <br />I i I <br />1 <br />I <br />I <br />I <br />SLOPE <br />I ; I <br />I � I <br />1 <br />I � I <br />----- <br />- - - - - —- D.1 <br />I <br />I <br />I <br />----------------------------------------------------------- <br />--------------- <br />I ' <br />f--------, I <br />1 I II ;1 <br />I III I <br />I 1 1 II 11 1 I <br />I II I <br />6"x18GA MTL VERT. SLOPE <br />STUDS Id 16" O/C L---1 <br />BETWEEN COLUMNS <br />(TYP. AT PARAPET) <br />I I <br />6 5 6 0 6 0 5 6 <br />I <br />W8x31 STEEL BEAM. - •i' <br />(BELOW) <br />I VERT, HSS COL. HSS 4"x4"xi/4" HORZ. j 1 , I j o , <br />4"x4"x1/4" fad (ABV. Ia-) PARAPET TOP) I <br />(TYP.) L-- U CO <br />TYP. <br />I C1 i I 1 <br />VERT. HSS COL. <br />4"x4"x1/4" fd <br />O <br />(TYP.) I 1 <br />°a <br />i <br />I <br />SLOPE C1 <br />I <br />I <br />� ' I <br />I <br />VERT. HSS COL. <br />I <br />o <br />4"x4"x1/4" fd I <br />c0 <br />(TYP.) <br />F-- - - -- - - - - - - <br />- <br />- -- - - - — <br />I <br />I <br />- + --� <br />C <br />_ <br />O , <br />I- <br />I <br />I <br />W ; <br />a- <br />Q <br />OD I <br />__ <br />S-1C <br />O Q . <br />w a y <br />I <br />QmI' <br />o l <br />W <br />m?i;I� <br />I <br />i <br />W � i <br />I <br />W O <br />SLOPE1 <br />I <br />i <br />x I <br />I <br />I <br />10 x , <br />I <br />X <br />0 <br />6"x18GA MTL VERT. <br />I <br />STUDS na 16" O/C <br />BETWEEN COLUMNS i1 <br />1 <br />(TYP. AT PARAPET) <br />' <br />I <br />o <br />VERT. HSS COL. <br />4"x4"x1/4" fad (TYP,) <br />VERT. HSS COL, <br />C1 <br />4"x4"x1/4" Icc <br />(TYP.) <br />----—- - — - - -- <br />- <br />r — <br />-VU8x31-SZ-E-E_L--BEA-U--rI- <br />(BELOW) I II <br />HSS 4"x4"x1/4" HORZ. .Ili <br />Cl <br />(ABV. fd PARAPET TOP) I II <br />I <br />_ <br />1 <br />C1 <br />-I <br />L <br />Cl <br />L— <br />— — <br />6' S" <br />— — --C1 <br />6'_0" 6'-0" 5'-6" I <br />I <br />� I I <br />6"x18GA MTL VERT. <br />SLOPE <br />STUDS Ial 16" O/C <br />BETWEEN COLUMNS <br />I (TYP. AT PARAPET) <br />I I <br />I <br />Ir--�------------------- <br />----------------------------------�-� <br />I , I <br />I 1 �I II I <br />I 1 11 it <br />1 <br />----------------------- <br />I <br />I <br />II <br />i <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I I ; <br />I <br />----_-_- <br />I <br />---' I'd <br />J - - - - - <br />- <br />I <br />I <br />ENTRY 1 <br />I-1CC FRAMING <br />PLAN <br />SCALE : 1/8"=1'-0" <br />TAYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Prof. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn bg <br />JT <br />RON BARR, <br />A.I.A. <br />Revld by <br />STATE OF FLORIDA <br />RB <br />AR 0016160 <br />o N Is <br />U z <br />U W <br />O <br />W, O F F W <br />zz� <br />Q <br />0, <br />W <br />U O¢ <br />Q ZO j a o 0 <br />Q 2 <br />0 <br />J <br />o <br />W <br />U LL0 <br />a v <br />O m <br />m <br />1- <br />z S P z W Q <br />0 w 1- z 8 <br />U <br />co <br />w�> <br />O} z F <br />o <br />Z <br />O 0 <br />m 2 O <br />o ����� <br />F <br />Z 0 <br />O <br />w <br />m U <br />W U, <br />OW LL <br />'z 'z <br />O <br />-' <br />a vOi O v <br />w� Z FXQ <br />a <br />0, 9 U <br />OW. 0 <br />ALL' ~ <br />U <br />a W <br />¢ w p x <br />cn Z <br />W W U <br />� F O m m Z F <br />W a z <br />z= W <br />z o 3. z O m <br />U z� O <br />Of LL 00 <br />O w <br />Wm F 0 <br />¢ a <br />w F <br />m O O W <br />XX W <br />W_ co <br />U a U W <br />O p z m O <br />0 0 ti H <br />O z U x <br />Oq� O E F W z <br />0 O U w W Q m <br />o 5 v� <br />X O <br />mLQ 9 m Of <br />m U m 0� w w <br />`z <br />U <br />F Q W a <br />F a H z 0 m F <br />Z Z Z a <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />1Q GENERAL REVISIONS (09/30/2013) <br />Q2 AS BUILT (04/24/2014) <br />CADFILE No. <br />!I0 <br />~ <br />a <br />M <br />M <br />O <br />V1 <br />a� <br />4 <br />' <br />� <br />O <br />M <br />W <br />� <br />O <br />N <br />� <br />L <br />O <br />co <br />(D <br />C <br />M <br />-a <br />N <br />c <br />o <br />N <br />'c <br />c <br />� <br />N <br />U <br />�; <br />C- <br />A ` <br />W <br />> <br />� <br />Lo <br />`� <br />`N <br />o <br />E <br />.� <br />4-: <br />,c <br />a� <br />cu <br />c <br />uo <br />� <br />cu <br />E <br />L <br />c <br />O <br />o <br />CID <br />c <br />r <br />O <br />� <br />N <br />U <br />� <br />� <br />U <br />L <br />cu <br />Sheet Title <br />Scale: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027 qmmAd <br />