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0 <br />1 <br />- J ----------------- <br />VERT, HSS COL, <br />1 I <br />I 4"x4"xi/4" <br />ITYP.) <br />I <br />1 HORZ. HSS <br />4"x4"xi/4" roe <br />6'-0" O/C <br />DESIGN NEW 1 ITYP.) <br />JOIST TO <br />ACCOMADATE <br />NEW LOAD 5'-5" 6'-1' <br />ABV. <br />ADDITIONAL <br />CROSS I X X <br />3"x3"x1/4" <br />BRIDGING / \ <br />WHERE <br />SHOWN <br />I I <br />REINFORCE <br />EXISTING <br />JOIST 6'-6' <br />GIRDER TO <br />D ACCOMMODATE <br />FOR NEW C1 <br />LOAD ABV. <br />VERT. HSS COL. <br />I I 4"x4"x1/4" fa] <br />(TYP.) <br />TYP. 1 <br />S-5 <br />I I <br />I I <br />c I <br />PL 1/4"x6"x18"' <br />I I <br />I I (TYP.) <br />F— <br />-- - — - - -- - - - <br />I 1 <br />I <br />I 1 SIM. <br />I 1 5 <br />I I S-5 <br />I. <br />I 1 <br />I <br />I <br />F I <br />1 I �/ <br />t 1 PL 1/4"x6"x18' <br />(TYP.) <br />VERT. HSS COL. <br />4"x4"x1/4" fd <br />I I (TYP.) <br />REINFORCE I i <br />EXISTING i <br />-� -�JOIST TO 1___--_ - <br />ACCOMMODATE I 6'-6" <br />FOR NEW <br />LOAD ABV. C1 <br />SEE DET. — <br />1,2,3/S-9 <br />PROVIDE NEW L <br />6"x10"x1/2" ANGLE 1 <br />FOR PARAPET <br />WALL SUPPORT \ / <br />ABV. REINFORCE+ X <br />EXISTING JOIST TO <br />1 ACCOMMODATE 1 <br />FOR NEW LOAD <br />ABV. SEE DET. \ / <br />1,2,3/S-9 I X C <br />C1 C1 <br />ADDITIONAL / <br />CROSS 1 X <br />3"x3"x1/4" <br />BRIDGING <br />WHERE <br />SHOWN 1 HORZ. HSS <br />I I <br />4"x4"x1/4" lad <br />6'-0" O/C <br />(TYP.) <br />1 <br />i <br />--�A <br />-� <br />- - - - -- <br />- - <br />- - <br />--� <br />Q <br />W <br />i_ <br />h <br />STEEL DECK <br />� <br />. <br />ABV. (SEE <br />I <br />r <br />L, <br />DECK <br />N <br />Q <br />SCHEDULE) <br />it <br />i <br />x <br />I w <br />im <br />w <br />I'J <br />LOPE <br />w <br />I F <br />1 <br />C1 <br />I U <br />■ Lo <br />x <br />,r <br />I <br />. I <br />I <br />7 11 <br />7' <br />-- <br />- <br />(IC1 C4 <br />'tJ------f - - <br />--� <br />C1 <br />12x45 STL BM <br />III <br />IiQ <br />I VERT. HSS COL. <br />Ij <br />Q <br />o <br />1 4 <br />IIm <br />6"x6"xi/4" fa <br />Vi <br />I VERT. HSS COL, <br />I 6"x6"x1/4" 5 <br />IVERT. HSS COL. <br />I 8"x6"x1/4" Q <br />D <br />I <br />JVERT. HSS COL. <br />6"x6"x1/4" 116 TYP <br />I <br />I <br />I — — S-5 <br />I <br />VERT. HSS COL. <br />I <br />4"x4"x1/4" Fd <br />(TYP.) <br />� <br />t <br />I <br />- I TYP. <br />II- 1 <br />I S-10 <br />1 <br />I <br />I <br />I <br />VERT, HSS COL. <br />6"x6"x1/4" d <br />I <br />IVERT. HSS COL. <br />1 8"x6"x1/4" rla <br />TVERT. HSS COL. <br />6"x6"xi/4" fd <br />I <br />I <br />I <br />VERT. HSS COL. <br />6"x6"x1/4" fa) <br />I <br />• VtK I . 1155 UUL. �-D <br />1 <br />OD <br />I 4"x4"x1/4" fad m <br />C1 <br />Q (TYP.) <br />w <br />m <br />Q <br />Ct <br />J <br />W <br />m <br />LOPE . .. <br />I <br />coJ <br />w <br />w <br />1 n ; <br />x <br />Lon <br />6 <br />o <br />X <br />,•I <br />II <br />C1 <br />1 <br />I <br />-. <br />_ --I ___ <br />TL BNi.:_% <br />q <br />TW12x45 <br />STEEL DECK <br />ABV. (SEE DECK <br />SCHEDULE) <br />i <br />ENTRY FEATURE FRAMING PLAN <br />(LEVEL III <br />SCALE : 1/8"=1'-0" <br />HORZ. HSS <br />m <br />I <br />° <br />co <br />4"x4°x1/4" rla <br />w <br />IN <br />m <br />- - - - <br />- - -TT_yPP_ F <br />xI <br />JVERT. <br />HSS COL, <br />1 4"x4"xi/4" Fd <br />oa <br />�I <br />CO <br />I (TYP.) <br />I <br />TYP. <br />HORZ. HSS <br />1 <br />4"x4"x1/4" faP <br />I -� <br />1 S-10 <br />o <br />6'-0" O/C <br />Q <br />I <br />I! <br />(TYP,) <br />w <br />• ICI <br />o <br />00 <br />I <br />m <br />l <br />l iQ <br />I <br />■ m <br />W <br />W <br />�, <br />i <br />0 co <br />; w <br />• , W <br />' <br />Lo <br />IF- <br />cj <br />Ln <br />? <br />1 <br />C <br />VERT, HSS COL. <br />SLOPE0 <br />K) <br />i <br />T <br />cO <br />4"x4"x1/4" fad <br />1 <br />ITYP.) <br />C1 <br />HORZ. HSS <br />0 <br />4"x4"x1/4" F <br />o <br />I cv <br />6'-0" O/C <br />0 <br />i <br />(TYP.) <br />I <br />G1 <br />I <br />I <br />I <br />. I <br />I <br />0 <br />� <br />1 <br />- <br />W.12x45 ,STL BM ;C. <br />II <br />VERT. HSS COL. <br />8"x6"x1/4„ 5 <br />1 <br />6'-9" <br />- <br />I <br />VERT. HSS COL. <br />— — <br />_F J <br />6"x6"x1/4" na <br />C? <br />I� <br />00 <br />l <br />SLOPE <br />Q <br />w <br />P <br />m <br />. ' <br />+ <br />ry <br />I LU <br />w <br />r <br />� U) <br />r <br />I <br />t <br />lid <br />VERT. HSS COL. <br />I <br />6"x6"x1/4" Oo <br />2x45 STL BM <br />j <br />_j <br />I <br />7'-11" <br />I <br />STEEL DECK <br />I <br />I <br />H <br />HORZ. HSS <br />ABV. (SEE DECK <br />4"x4"x1/4" fd <br />SCHEDULE) <br />6'-0" O/C <br />(TYP.) <br />I <br />I <br />1 <br />I <br />I I it <br />I <br />I <br />-----_-=-=J------ <br />II I III <br />I I III <br />I Iol III <br />1 <br />1 <br />f <br />I <br />, <br />ENTRY FEATURE FRAMING" PLAN <br />(LEVEL III) <br />SCALE : 1/8"=1'-0" <br />----------- <br />------------------ - - <br />I �I II <br />I <br />I <br />I I I I1 I <br />IIII I I II <br />u I <br />I <br />I I 1 <br />1 <br />I <br />SLOPE <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />----------------------------- - -; - <br />----- - - <br />-------`---- --f - -_ --� I <br />_______ <br />I II I <br />� I it fj I <br />1 I I II II ' 6"x18GA MTL VERT. SLOPE <br />STUDS 5 16" O/C <br />t BETWEEN COLUMNS <br />(TYP. AT PARAPET) I <br />I I I I i <br />, I I <br />6'-5" 6'-0" 6'-0" 5'-6". I <br />I I <br />I I <br />- - - - — - - <br />W8x31 STEEL BEAM i. y <br />1 (BELOW) <br />VERT, HSS COL. HSS 4"x4"xi/4" HORZ. 'III <br />4"x4"x1/4" rd (ABV, fa PARAPET TOP) 1 _ ' P 00 <br />ITYP.) L-- <br />I <br />TYP <br />VERT. HSS COL. I <br />4"x4"x1/4" fd o <br />(TYP.) I co 1 I 1 <br />I <br />C1, <br />i SLOPE I i <br />VERT. HSS COL. <br />4"x4"x1/4" raj ; co <br />(TYP.) Ci <br />t C1 I I <br />I <br />I <br />all � I <br />O I <br />1 I I TYP. <br />O Ir <br />-, <br />W d <br />I I <br />I m@ . i I <br />I <br /><Cm I i o <br />m Q ' oD <br />J N I 1 <br />I W <br />W O I <br />CO <br />SLOPE CO <br />- 1 <br />I 00 K . c� I <br />O <br />x I <br />1 6"x18GA MTL VERT, <br />1 STUDS fd 16" O/C . I <br />BETWEEN COLUMNS I1 <br />(TYP. AT PARAPET) <br />VERT, HSS COL. i 00 <br />4"x4"x1/4" Fla (TYP.) I l <br />VERT. HSS COL, C1 <br />4"x4"x1/4" fry <br />(TYP.) r- <br />- - - - - - - - — - - --W8x�ST€EL�A4 EA-�-r - -�- -� <br />(BELOW) I II <br />HSS 4"x4"x1/4" HORZ. <br />i C1 (ABV. Fd PARAPET TOP) <br />C1 C1 . C1JC1 <br />-0' 6'-0" 5'-6" I <br />I <br />I <br />6"x18GA MTL VERT. SLOPE <br />STUDS rol 16" O/C i I <br />BETWEEN COLUMNS <br />I I <br />(TYP. AT PARAPET) <br />, � I <br />r--'------ --------------------- ------------------L-� ----� II <br />II <br />I i I <br />I <br />I I I <br />I i I <br />I <br />I I <br />1111 <br />1 --- I ❑ II - - - 1 ----_---- A <br />i <br />I <br />I <br />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 />Pro j. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Prawn bg <br />JT <br />RON <br />BARR, A.I.A. <br />Revd bg <br />STATE OF FLORIDA <br />R8 <br />AR 0016160 <br />I- ° w <br />Z <br />° w <br />z <br />v w <br />U O <br />N O <br />z <br />r W <br />w <br />D o m <br />a 8 8 <br />a o° c qf? <br />< a 0 <br />0% <br />U O <br />Q ` <br />U Q= Z R w <br />0 m <br />LL1 <br />m X O <br />Z w S <br />2 fQn <br />z w 4 U a F_ <br />w, <br />0 w 1 <br />r~il <br />z : w www > <br />= <br />° wo W <br />- <br />} O Z° <br />0 w Y <br />6 <br />w z <br />° <br />o= <br />>z u� z Z `� 0 <br />3 <br />m <br />w <br />o z= <br />w J D <br />W� <br />z z p v o 3 0 <br />a.= Oz <br />z� �- <br />f� z; <br />a w <br />ROv 0} z_ v <br />°w _ Q Y <br />2 O <br />cn <br />z= <br />z <br />y z¢ z <br />Z O m o 0 <br />w F 0 <br />w O <br />o <br />w t 0 <br />m C� <br />, <br />z Fg 0 X O w w <br />o OF w w z0 = <br />F <br />U° U w <br />a <br />U p z <br />2 O p O O- V x d <br />o o m tz <br />Z U 2 <br />o 0 o <br />Ow <br />lt� z o v <br />U Q= Z 0C S O <br />co 0 z wa W <br />= U= <br />0 w w U <br />Q to Q <br />r Q <br />z o of P Z z z Q <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />10 GENERAL REVISIONS (09/30/2013) <br />o <br />Q2 AS BUILT (04/24/2014) <br />CADFILE No. <br />Q <br />�.t <br />a <br />M <br />a <br />M <br />� <br />A <br />A <br />O <br />O <br />H <br />Q <br />r^l <br />W <br />22 <br />Sheet Title <br />L <br />O <br />'L <br />M <br />CD <br />c: <br />Co <br />co - <br />N <br />c <br />O <br />N <br />c <br />U- <br />N <br />U <br />o0) <br />CD <br />�— <br />4.: <br />C <br />cu <br />c: <br />0cn <br />�,c <br />� <br />E <br />o <br />� <br />Q <br />U <br />O <br />N <br />Lf. <br />m <br />:3 <br />L <br />r. <br />O <br />LO <br />O <br />c <br />� <br />:3 <br />U <br />� <br />N <br />U <br />to <br />L <br />(u <br />Sca Is: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027 S�4 <br />