The URL can be used to link to this page

97-498-004- T ,- 'tF a T'`� -J. .1 ', v �g :�, rr . ,, ;, ,- { .. '''�.` ,' .,: klilltl_ ' , i t .. ` �^ 7. h ..re _v.; : , -. 'r f . ' K / . ; �,i,.. -l) . _ i ;.r - >, ' k,I. t',�' ,-, -- • ' " v• -'• i .t , . :x' . ```'•` , V . ' . 3. , . ' - _ '. 1 : .. ��. ` ' I _ 1; _ z a I ,, k' r _, i' . r. - i! - Z j ' - .. :, - .. ' �,.y . - ' -,. . r e . • . "' ; .` f ~ - ,; - -, . Y . t, .: - - - :., _ , , A 'r ' ` - . , - . ' ' - - . , .. I�,r_�_,_ , _ -) . ' , ' . + +20'-0" ! 1. I . i- , . ; I MEZZ. FLOOR LEVEL ' , .. ` ; : . , - _ .. ; . j : LIGHT GA. MTL STUD , I I I f FRAMING SPACED . . . : 131 " 4' -O" , O.C.(MAX.) . fl 1 . _0 " ? (CONTRACTOR TO SUBMIT ! - f SHOP DRAWINGS WITH I--,,- / 11 /--\-/T -�,- - \ . 1 SIGNED AND SEALED . . 18 GA. CLOSURE PLATE 3 1/2 CONC. SLAB TOTAL DEPTH = STRUCTURAL COMPUTATION 1 \/\ ,' ; ,' I , i� ! ; (TYP. ALONG EDGES OF CONC. ON 1 1/2 DEEP COI�R. MTL. DECK GA. 22 FOR REVIEW AND APPROVAL FILLED METAL DECK.) REINF. W/ WWF6x6- W2.9xW2.9 PROJECTION WALL PRIOR TO INSTALLATION.) ' . . ' (SEE ARCH. DWG) ' EXTRA PO • R ON TOP „ MEZZ. FLOOR. _ j +17' 0" W18X97 l +16 -8 1/2 LIGHT GA. MTL STUD T.O.STL. i MEZZ. FLOOR LEVEL (BEYOND) FRAMING SPACED 11 ` 4' -0" O.C.(MAX.) - , . ' , +14' -6" I (CONTRACTOR TO SUBMIT , _ , , T.O.STL. + - SHOP DRAWINGS WITH I . I., \ xt- - � -JL-., _.m OMEZZ. FLOOR LEVEL SIGNED AND SEALED COL CO . � 1. ,--\ Z--\ 4;z, a:�� ,� = -,-+-\ ,,� /-\ ,--, ,-\ ,-� /-\ ,--\ /--\ ,--\ ,--\ D_ -_-,, 4:=� ,-\ /--\ /-\ /-\ /--\ I 11 , . I - . . . , I //\ STRUCTURAL COMPUTATION.) �.l I � � 1. , /\ I 1� - -1 rik + 14'- 0 11 . I 177 \\ //\ / \\ , I I - , . __ � .1 . . 16K5 ®3' -6" O.C. " + . 18 GA. CLOSURE PL. (TYP.) 0 to CENTER LINE COLUMN AND PARTITION. // - 1% I ;/ I 16K4 E DETAIL . STEEL JOISTS @3' -6 O.C. (MAX.) S301 T -0 2" (SEE PLAN) BEARING SEAT AO 3 1 /2" TOTAL DEPTH LT. WT.CONC. DECK N I/ TYP. ON 1 1/2" DEEP CORR.MTL. DECK GA. 19 ) W36 x 170 W36 x 130 3 )6 1 1 2 -12 I FILLER PL. 7/16x4 CONT. REINF. W/ W,W.F.66- W2.9xW2.9 00 - #0 DETAIL E 301 _ - . . CONC. COLUMN - • BEYOND (SEE PLAN) I 11 W10x22 W/ 1 3 1/20 1/2x1/4 & 4 -5/8 "DIA. BOLTS . (TYP. BET W18) EQ. )� -� PRE -FA J BENT UPPER SEATING STRINGER (W12x40 OR W12x26) (SEE FRAMING PLAN, __/ . W18 x 76 (NP.) EL.: +8' -0" \_ LOWER SEATING STRINGER W12 x 45 . I TS4X4 RISER COLUMN ' (W12 x 26 ALONG WALL) I I SEE NOTE No.1 ON THIS SHEET. ---------------------------------------------------------------.--------------------.------ ----�----------.-.------------.----------------.--.-------------.--�--.--------------------------A--------------------------------------------------"------------------- ____________._______.___ - __ - ---------- --- _71�___ - __ ------- ___ ___ __ __ _____ __ ---.-- ------------ - ----------- _____ - ____ ____ ---------- __ ------- ------- ___ ____ - __ - -------- - ---- - - - - -- i -- - ------------------------ - -. - - -i i---- - - -- -,---- I I i i I i i ; ; I I t, ''I .. . " : , ,,, ,,, ._'____ ,- - 1 6 SECTION AUDITORIUM No.10 NOTES. 1.- CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO STABILIZE THE LOWER SEATING STRINGER AND COLUMN FRAME DURING ERECTION 'UNTIL THE SEATING RISERS ASSEMBLY ARE COMPLETELY ATTACHED I 11 AND INSTALLED IN PLACE. . 2.- SEE ARCHITECTURAL DRAWING FOR SECTIONS THROUGH. OTHER AUDITORIUMS NOT SHOWN IN THIS . , DRAWING. SEE FRAMING PLAN FOR MEMBER SIZES. ■ , E DETAIL S201 PROJECTION WALL (SEE ARCH. DWG) ) 9___l T-�I `- SEE PLAN FOR SIZE S202 SCALE:1 /2 " =1' -0" L4 x 3 x 5/16 (SLO) • W/3 -3/4" DIA. BOLTS W8x240RW8x 18 (SEE PLAN FOR SIZE.) 18 GA. CLOSURE PLATE (TYP. ALONG EDGES OF CONC. FILLED METAL DECK.) 3 1/2" CONC. SLAB TOTAL DEPTH COL ' COL 0 N rl/2" DEEP CORR. MTL. DECK GA. 22 REINF. W/ WWF6x6- W2.9xW2.9 PROJECTION WALL T -0 1/27 -a a - 11- = (SEE ARCH. DWG) �s� -- _ _ MEZZ. FLOOR LEV 1 DETAI L E - - -- s2o 1 PROVIDE FILLER PL.7/16 "X4" CONT. 3 1/2" TOTAL DEPTH LT. WT.CONC. DECK SEE PLAN � I (TYP. AT TOP Or W18X76) ( ON 1 1/2 DEEP CORR. MTL. DECK GA. 19 --/( FOR SIZE REINF. W/ W.W.F.6x6- W2.9xW2.9 STEEL JOISTS �P- (SEE FRAMING PLAN) L4 x 3 x 5/16 (SLO) _,��i* - W/3 -3/4" DIA. BOLTS i r W8 x 24 OR W8)x 18 (SEE PLAN FOR SIZE.) --LT_ E DETAIL C �2O LOWER SEATING STRINGER (SEE FRAMING PLAN) ' I v W18 x 76 W18 x 76 -� I \",� - I LOWER SEATING TS4 x 4 RISER COLUMN I TS4 x 4 RISER COLUMN SEE NOTE No.1 ON THIS SHEET. ' STRINGER. . . (SEE FRAMING PLAN) SEENOTE No.1' ON THIS SHEET. "--------.---- ----------- __ __m_________ ___ --�-,-----------------------.-------- ____________________ - ----- ------- - ______ _____ __ � ---------- -------------- ____ ---------- --------- -.--------------- ------.--------A------------------------------------.----.-------.----- - - -- ------- - -_ --- - - -- - - - - - -- - - - - - - -, --------- - --" -- - - - -. -- - - - -- . - - -- - -- -- II i - - - - - - -I i -- - -- - - - -- i - I I , , i I 1 I . - __.,� -�� _� I i - i I \1 . --'-� L L, l -j r• t ) 1 y - i 1 , . AUDITORIUM No.4 AUDITORIUM No.7 - I ' , , }jl /1 r I 1 . 5 E TION ) AUDITORIUM No.6 (SIMILAR) ` S202 SC E:1/2 " =1' -0� ' f • t - ; 1, 1 i t i Y t' ! I i 11 • ' , I I , 1 ) 1 7 ) r , I, )) 1 ) I 1 , 1 1 1 1 I S I ) ) I • r 1 ) . ) ) ) 1 1 ) 1 ) , ). • I 1 ) I i ) ) , 1 / 1 / I , I ) ) ) I ) ) - ) - , )' 1 1 � ' I ) ) I ) ,)r) Ills) ) ) )' })1)) - ) ) 1 ) ) I 1 / ) ) , ) ) ) ELEVATED DECK & PRE - FABRICATED METAL STAIR 3 1/2" CONC. SLAB " " ' -) "" '- . - ' ' OR RAMP (SEE NOTE BELOW) -ON 1. 1/2- DEEP CORR. • . METAL DECK GA-22- REINF. W/ WWF6x6- W2.9xW2.9 ' , le-\ I' 111 /,-\, I—' - /-I\-,,-"- /--\ _�� all 4= 4z gc==h ,-� ,-� ,L +191-8 1 2"rr , T.O,STL. I I i +17' -0" ;. . +16' -6" ` MEZZ. FLOOR LEVEL T.O.STL. " ` • -' . \ \ .. \ . I ,� I � , I - \ I - - .. I . _\z z ��z __ - - - , L\\: 12K1 ®3' -6" O.C. W18X97 SEE FRAMING PLAN SEE FRAMING PLAN - NOTE: I . -SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND EXACT . LOCATION OF ELEVATED DECK AND METAL STAIR OR RAMP . ABOVE MEZZANINE FLOOR LEVEL. ` AUDITORIUM No.23 & No.24 . SECTION ' �O2SCALE:1 /2 " =1' -0" JOINT. JOINT. - . .. I . AS REQUIRED, FLANGE COVER PLATES AND PROVIDE HOLES OR NOTCHE I I ATTACHMENTS SHALL BE ' DESIGNED - ON EMBEDDED STEEL BEAM TYP. FOR FULL MOMENT CONNECTION- BASED FLANGES TO ALLOW CONCRETE ON 100% MOMENT CAPACITY OF STEEL - COLUMN REINF. TO PASS T ROUGH. _ _ = _ BEAM SECTION. • . . . -II.- -+II ♦ . . , II _III . . SPLICE SHEAR PLATES ' STEEL BEAM WITH MIN. 5/8 "0 BOLTS - . SEE FRAMING PLAN . DESIGNED FOR MIN. 507 , . ( SHEAR CAPACITY OF BEAM - . SECTION. ; . * NOTE:. . � . CONCRETE COLUMN. I ., _ - . D MENSION SHALL BE AS REQUIRED - .. 1. BY CONTRACTOR, .WITH -A MINIMUM OF' 1�2.. CONTRACTOR SHALL - SUBMIT COMPLETE DETAILS. `,. : . WITH SIGNED AND SEAL STRUCTURAL CALCULATION$ - '" ' FOR REVIEW AND APPROVAL , BY ENGINEER -PRIOR - - "" ,,`, - _ - . TO - FABRICATION AND INSTALLATION. , , ' . - , : , A TYP. DETAIL FOR CANTILEVER BEAM -- CONNEICT- ION:- . "- "' --1 -, S202 SCALE:3 /4 " =1' -O" - . ' ' • -._ . T . PROVIDE SHIM PL. 15/16 "X6 "X8 3 18 GA.CLOSURE PL.(TYP, ALONG EDGES OF'CONC. - : - -. � • , PERPENDICULAR TO LENGTH OF EA. JOIST. FILLED METAL DECK:) . , TYP. .. :. . . - - ' ' EL. + 16' -611 :. , . " . . T.O.STL.JST. BEARING - . , . • .: W24X55(FI.LLER BEAM) - - . - . . . " ' - ATTACHED TO W30X 108 • - • ' . " ' W/ 2 -ROWS OF 5/8 "DIA. . BOLTS ®24" O.C. 18 K9 EL.+ 11. 4. 8 1' � 2 �.'. STEEL JOIST. T.O.STL. T.O.STL.(FOR ..W30X1.16:` ' AND' STL.JOIST.),, - I- . - - - )... . I I .` ♦- - . - - 1 , W30X 108 ; . • ' W30X 116 STEEL JOIST:. (FOREGROUND) SEE PLAN � • 11 • "• ,. CLIP AN. GLES 3 1/2" X3 1/2" X- 3/6. � 'O -- . W/8 -ROWS OF 3/4" 0 BOLTS. . " ` 8 SECTION - S202 SCALE:3 /4 " =1' -0" _ - ' . .. . - _ , . ° . . (`9 SECTION . - . . . S202 SCALE-3/4%l'-0y - . 11 . , .�., - . � . ' _ . - SEAL • , , ' _, �s,' v }� -' ,'� i}°yY W.��f, �.i,1 -1. r "! , ,.. . . . - I .- I . N� - , , - ' <,' t,� - , ( 1 ) . EUGENIO ,(vt ''SI�NT P_fr,, _, , L - . FL. ING.: CIVIL "%ST�RkJCT:•,,. ' , FL. REG:' NO.: 19 73 ', �, ".„ . � .., {2 , ., .,. .. - . ' ' -> . ' ` I r . ), - oll� �'::r. - Yj�'�v;� li� _. "I'' . ... I I . . - .. - I 1, I � , , � ''. . 1- 1-1-:. _ , .,�'_, "I I ., .,., �,:,"_l., "t" - 1, 'I. 1. �l �_. �. ,� ,:,-,,I 1 .4 . , I , , __ 1. . , , , . % .. . !�, .. . � I 1, vans . , • I - I . I I . . . I I . - - - _. . "._ � ,., ..-., I - �-�. .. �' . . � - . . , I -I- �.. _.., "'... -`.%-;- , , I .. -,: "-7,""", Associates; -L, . 1. 706,E 'sach>slt < : . La nce tl� 66044 -22561 : - 9fl3/�42 3 ' 913/842,3830 ar : , - , ; , 11 - , t,,_ , ,• , _ - 3E��rii�- Ww�.�, .�'iuIIIY, , . . "' . - -. . ,, : _ . •� , . . . ;�;