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1 <br />I <br />I- — - - — - - - - - <br />I <br />I <br />i <br />1 <br />I <br />D <br />YP. <br />TL --BM- -- - - - -- -- t ) <br />C <br />■ I <br />I I <br />■ <br />� I <br />lla I <br />Q C7 U <br />0L)0 <br />W I- n_ <br />XU]- } <br />cn I- <br />� J <br />HSS <br />4"x4"xi/4" lal <br />6'-0" O/C <br />- ---(TYP,)------ <br />W12x45 ST <br />L BM <br />IW <br />IW <br />I� <br />C4 C7 <br />i <br />coI—Qa <br />■ iX <br />iO <br />W J <br />;m <br />I� <br />HSS 4"x4"xi/4" la 6'-0" O/C <br />(TYP.) <br />I I <br />I I <br />I <br />DESIGN NEW 1 <br />JOIST TO I <br />ACCOMADATE <br />NEW LOAD <br />ABV. <br />G4 I I <br />ADDITIONAL <br />CROSS I <br />3"x3"x1/4"_____T <br />BRIDGING <br />WHERE Ij <br />SHOWN <br />I I <br />REINFORCE <br />EXISTING k <br />JOIST —� <br />GIRDER TO <br />� D ACCOMMODATE <br />FOR NEW <br />C5 LOAD ABV. <br />I 6 <br />z <br />' <br />O <br />' <br />I <br />I u- <br />' <br />■ <br />LU <br />O! <br />I- <br />I <br /><o <br />z <br />m�0a <br />Q <br />I <br />I XCn <br />} <br />t <br />z! <br />O <br />■ <br />I <br />I <cr <br />u- <br />i HSS 4"x4"xi/4" na W-0" O/C <br />I <br />Z <br />' <br />z <br />I (TYP.) <br />¢ <br />. <br />m! <br />J <br />I11 <br />i <br />■ <br />I W <br />I <br />of <br />W <br />O_ <br />1 ¢ <br />a <br />cp <br />J <br />zl <br />■ <br />I <br />i <br />I < <br />Ir <br />■ <br />U- <br />W <br />; <br />I �I <br />I <br />I <br />� <br />� <br />i <br />I <br />�- - — - — - - - — - — <br />I - - - <br />I <br />C4 <br />HSS 4"x4"xi/4" rah <br />6'-0" O/C (TYP.) <br />I' I <br />� <br />I <br />; <br />< <br />I <br />I;m <br />■'J <br />I <br />W <br />I <br />1 <br />w <br />C4 <br />1 <br />r <br />1 <br />w <br />p� <br />II STEEL DECK <br />uj <br />L,_ II ABV. (SEE <br />.,1 DECK <br />VERT. HSS COL. <br />,� <br />w SCHEDULE) <br />4"x4"xi/4" <br />X �.•. <br />Im <br />(TYP,) <br />r <br />I J <br />W <br />__ - ---- <br />LOPE j <br />, 1 I- <br />C1.. <br />HORZ. HSS <br />4"x4"x1/4" rd <br />G1 X <br />I <br />6'-01, O/C <br />(TYP.) <br />1 <br />r <br />5,_5„ <br />6'-1' .- .- <br />7 11" : � 7'-11" <br />` <br />_ <br />\ <br />Cl <br />N 12x45 STL BIVI 11 <br />COL. <br />Q <br />I <br />VERT, HSS <br />¢ : b <br />W - <br />j ; II m <br />LL ;I <br />I <br />i <br />6"x6"xi/4" lal <br />ca <br />J <br />�'W <br />w <br />w <br />C4 ; cn <br />�,sr, <br />I <br />VERT, HSS COL, <br />� - C1 <br />I <br />6"x6"xi/4" <br />I L <br />ra <br />LO co <br />I cxv <br />iiVERT. <br />x C1 <br />I -117'- " <br />HSS COL. <br />6'_g '- <br />1 <br />8"x6"x1/4" fm <br />-- - - - - -_ <br />— <br />12x45 STL BM - <br />I <br />C1 <br />(;1}�_— <br />b C III <br />VERT. HSS COL. <br />c_, <br />i�1 1' IC ■ 1 1 <br />1 <br />4"x4"x1/4" lal-- <br />)TYP,) <br />I <br />VERT. HSS COL. <br />QG <br />4 <br />6"x6"x1/4" f <br />TYP <br />TYP. I C1 C1 <br />1 <br />S-5 <br />-- -- S-5 1 o <br />rr <br />I I �C1 I <br />C1 , <br />I I PL 1/4"x6"xi$� � i <br />I I - � � ; � I VERT, HSS COL. (TYP.) <br />4"x4"xi/4" fC <br />(TYP.) <br />i <br />-------—-- - - - - - <br />- - -- ----- -- - F--- �j <br />' I < <br />'W <br />Im <br />J <br />I I ` I i W GO I <br />I I 5 G1, ;u I <br />S-5 <br />I <br />,X <br />\ci C <br />¢ ) 1 <br />w <br />I' <br />m -1 ; °0 <br />J ■ <br />I I W <br />I <br />I I - II <br />O <br />1 h7- ■ ap <br />■ <br />1 <br />I <br />I I PL 1/4'x6"x18" <br />(TYP.) <br />I <br />VERT. HSS COL. d <br />OD <br />I I 4"x4"xi/4" 93 00 I 1 <br />1 1 (TYP.) t VERT. HSS COL. <br />Cl C1 ( 6"x6"xi/4" na <br />REINFORCE ; <br />J I EXISTING <br />JOIST TO L _--______----- - - - — - — _"o <br />ACCOMMODATE 6'-6" 7'-11" 7'-11" ;I C5 - �- <br />FOR NEW N <br />5 LOAD ABV, C1 C1 _ W12x45 STL BM 11 VERT, HSS COL. <br />SEE DET, - <br />I ..�.. ..� .�.. — .. I $"x6"x1/4" III <br />' I 1,2,3/S-9 ' C1 �___ I VERT. HSS COL, <br />\� C4 <br />I6"x6"xi/4" na <br />PROVIDE NEW L I m tv + w <br />I 6"x10"xi/2" ANGLE m <br />FOR PARAPET w \' <br />I <br />Iw <br />I <br />WALL SUPPORT \ / +\ WI- <br />ABV. REINFORCE X (n ; U) <br />I - I EXISTING JOIST TO <br />r-= to <br />00 1 , 0 I ACCOMMODATE I X i- + j i 1 11 X ao I <br />X FOR NEW LOAD - - \- - VERT. HSS COL, <br />© I ABV. SEE DET. \ / C1 �sr..li 11 6"x6"xi/4" CN <br />1 W12x45 STL BM I 1,2,3/S-9 X AlEl W12x45 STL BM : ;I <br />______________ <br />HSS <br />' 4"x4"x1/4" n i I <br />' 6'-0" O/C l I <br />(TYP.) ; g <br />4 <br />uj <br />I I Q 00 0 � •; m <br />I ' O Z) I i I <br />00 H_ , l W <br />X�: 'I W <br />(� <br />Pzr <br />1+1 <br />I x I <br />N <br />■ T <br />I � ■ I <br />__ - - -1- ------ ---_----- <br />TYP. 12x45 STL BMC-- <br />q <br />4 <br />S-9 <br />i <br />ADDITIONAL i <br />CROSS 1 <br />3"x3"xi/4" <br />BRIDGING <br />WHERE <br />SHOWN 1 <br />I <br />R <br />,�I— \ I <br />FC <br />PLA!--3L <br />I <br />AMIN <br />I <br />I -i I I III EATURE �I�„ \�._ <br />(LEVEL 1) <br />SCALE : 1/8"=1'-0" <br />Gi C1 <br />------------------ <br />C1 C4 <br />I <br />/ <br />v ', <br />', :', VERT. HSS COL. <br />�( <br />X <br />,'.: <br />i7,, . ,'.. '• . <br />'• . ;• I 4"x4"xi/4" lal in <br />¢ (TYP.) <br />w <br />m <br />HORZ. HSS <br />� <br />w <br />, I <br />C:1 W <br />' <br />4"x4"xi/4" fal <br />a] <br />LC)WE'. <br />W <br />I- <br />6' 0" O/C <br />J <br />(TYP.) <br />w <br />; <br />X <br />;�I <br />I. ■ I <br />- <br />TL BN1:�- - — - --- -- <br />.W12x45 <br />STEEL DECK <br />ABV, (SEE DECK <br />SCHEDULE) r <br />f <br />------- -- <br />-- -- <br />i <br />- <br />- <br />- -- ----- <br />ENTRY <br />F-EATURE <br />(LEVEL 11) <br />SCALE : 1/8"=V-0" <br />I <br />I <br />-)--VERT. <br />HSS COL. <br />I <br />4"x4"xi/4" ra <br />I <br />I <br />I <br />I <br />1 <br />(TYP.) <br />t I ' ICn <br />C7 X . ■ i O 1 <br />°D VERT. HSS COL. ro <br />� I SLOPE x I , N <br />4"x4"xi/4" frd <br />I (TYP,) <br />I <br />HORZ. HSS I 6 4"x4"x1/4" fl <br />as 6'-0" O/C I ', <br />I (TYP.) ■ I 1 <br />■ <br />co <br />I <br />1 <br />■ C1. <br />I <br />f. it <br />i ' ;Oj• .'' ' • W12x4aTL. BM C jl I VERT, HSS COL, <br />8"x6"x1/4" fib <br />6'-9" <br />I � _ VERT. HSS COL, <br />I J <br />I r 6"x6"xi/4" fa <br />i SLOPE ;< i- <br />I I IW <br />, Im <br />} WI <br />w <br />IF - <br />I r 1 <br />■ a ;I x VERT, HSS COL, <br />6"x6"0/4" fal <br />I ,Ir <br />1 <br />.. <br />12 x 4 STL B -, - �------ -`JI <br />I J I <br />7'-11" <br />1 I I <br />I ; STEEL DECK 1 <br />HORZ. HSS ABV, (SEE DECK <br />4"x4"xi/4" fco SCHEDULE) <br />O/C <br />1 (TYP,) I <br />I I 1 <br />I n 11 1 <br />I I III <br />I I ; <br />I I III <br />1 III;) 1 <br />I Io1 ;I <br />_ ----_---_--_-- <br />-------- A <br />I <br />� I i <br />I <br />E1611TRY <br />I\I,I \ PLAN <br />I <br />FEATURE C(LEVEL 111) <br />SCALE : 1/8"=1'-0" <br />1 <br />I <br />r <br />TM T _—_—_—_—_ <br />W11_H_11LLH -- ----------------- <br />I lol II <br />1 I I III <br />I I III <br />I i I Ili I <br />I I 1 <br />I <br />I I <br />I ; I <br />I <br />I <br />SLOPE 1 <br />I i I <br />I <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />f==-- 1 <br />I I II II II <br />I 11 I <br />I it II � <br />6"x18GA MTL VERT._ I <br />STUDS ra 16" 0/0 <br />BETWEEN COLUMNS <br />(TYP, AT PARAPET) <br />6'-5" <br />1 Cl C1 <br />I <br />i VERT, HSS COL. <br />4"x4"x1/4" Id <br />(TYP.) <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />VERT, HSS COL. <br />4"x4"xi/4" fo <br />I (TYP.) <br />-- — - - - -- - - -- <br />ci _ <br />I \ <br />SLOPE <br />L___ <br />II I I <br />,I I <br />I I I 1 <br />1 1 <br />6'-0" 6'-0" 5'-6"I I I <br />I <br />I I <br />C1 C1 r--� s =�" I� <br />W8x31 STEEL BEAM- 1-- <br />(BELOW) II II I <br />HSS 4"x4"x1/4" HORZ, I ; <br />(ABV. fd PARAPET TOP) L1_-- . oo <br />41 <br />TYP. <br />VERT. HSS COL. <br />4"x4"xi/4" la I o <br />(TYP.) I -co, I <br />I <br />I ISLOPE Ci i I <br />■ i I <br />VERT. HSS COL, <br />4"x4"x1/4" 0 <br />----- (TYP.)- <br />O I <br />w - ; co <br />a i <br />I <br />< I <br />O� I <br />d <br />w I <br />m <br />W <br />`< ' I ' I oa <br />II <br />W ■ i 1 <br />WO ■ <br />� I <br />f SLOPE ;1 <br />Xr I I <br />OD X , 9 1 <br />T O <br />x <br />6"x18GA MTL VERT. u) 1 <br />STUDS k� 16" O/C W 1 <br />BETWEEN COLUMNS z1 <br />(TYP. AT PARAPET) <br />I <br />VERT, HSS COL. i <br />4"x4"xi/4" f-la (TYP.) C1 ' , <br />1 <br />I <br />(BELOW) 1 1 IF <br />HSS 4"x4"xi/4" HORZ, II <br />ABV. fal PARAPET TOP ' <br />C1 <br />Cl <br />Cl <br />_ I <br />6'-0" <br />6'-0" <br />5'-6" I <br />II I <br />6"x18GA MTL VERT.- Y <br />I <br />I <br />STUDS 0 16" O/C SLOPE <br />BETWEEN LU CO MNS , <br />II I <br />(TYP, AT PARAPET) - } <br />- - <br />EE T R <br />C I I ;C FRAMINU" <br />PLAN <br />(LEVEL IV) <br />SCALE : 1/8"=V-0" <br />Prof- Mgr- <br />JU <br />Job. capt. <br />SG <br />Drawn bg <br />JT RON BARR, A.I.A. <br />Revd bg STATE OF FLORIDA <br />R8 AR 0016160 <br />(z <br />Q <br />z 6 Z� z ym o <br />ci <br />a O O U W FZ- _ <br />0) <br />z n z 0 C, g <br />4 s 0 <br />W j m W 6 w rn 0 m z <br />Z <br />W C) W w F O F- LL w W <br />Oz m <br />W <br />af x0 W <br />z z w <br />z rn z b w WW 'W"C7 I - <br />a � ¢ d w z o o <br />W F 0 W U O w Z O z <br />QQ O <br />a.Q 0 0 > U <br />0 IL U 0 U IV O U F rn W p w <br />0 OO F E 0 1= 0� 1= �°n I� <br />o w c=� U °z COz z U�¢ z <br />Q COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />mmmmma <br />latons- <br />F <br />CADFILE No. <br />� <br />� <br />V I <br />M <br />J <br />' r <br />v <br />W <br />"rl <br />V1 <br />T � <br />t11 <br />h� <br />N <br />V <br />L <br />0N � <br />M 0 C <br />Lrn <br />:3 I = -� N c <br />a:N <br />0 <br />o >qt <br />4mj *a <br />m to <br />0 ca ti <br />L IY o <br />M� N� L <br />W <br />CV � <br />r � <br />a� <br />+0y n Lf) <br />� a 0 <br />S— <br />M <br />TAYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />j BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />scale; <br />Dates: Sh mt No. <br />12-26-2012 <br />Project No. <br />12-027 ,_4 <br />