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97-498-003.) _ I - - . _' - . O. ,., , =: : 3 >:`"',` 1/4 S201 CUT L6X3 1/2 x 1/2 x 0' -8" LONG (LLH) '�� : . .. _ (CUT & TRIM SHORT LEG TO MATCH ,;^,° ;t; SLOPE OF INCLINED STRINGER.) °.*.. - .1 • r TYP. t �,' _ r'•-: . .. . LT. WT. CONC. RISER THREAD 1. QH: DETAIL GS3 • - ..,�,...- - - R z, '; - . . I.. ;, - . • �- . , �, 1.. , • i =`. . - I ', ,.:.:,.,� :: ` ' ' ' PRE- FABRICATED J .' ,_., . , *. BENT UPPER SEATING STRINGER I �'' . - = (SEE PLAN FOR SIZE.) <. ,:',• I _',' W18X76 � ,-.:` � . 1. I:. a. :° I ` '� : - • �, , -` .t °r. . - . r . ,,' , .. .. - • I ., -- - - ;, ; • , - . CUT L6X3 1 /2x 1 /2x0' -8" LONG (LLH) 2- STIFF'R PL.3 /8 "(SEAT ( ) 1 4 TYP. 2" 4- 2' I 11 T 11 11 BEARING SEAT DETAIL 3 SECTION S SCALE) 1/2 " =1' -0" BASE PL. 3/4x 14x l' -10" W/4 -5/8" DIA. x2 3/4" MIN. EMBED "HILTI" KWIK BOLT II OR APPROVED EQUAL. : - N \ = = - 1 1' -10" -4 714+--/ 4 ('__D DETAIL S201 SCALE:3 /4 " -1' -0" .t I S LT. WT. CONCRETE NEOPRENE BRG PAD 1 /4" x 5 x 9 (TYP.) STIFF'R PL. 1(4 (TYP. EA. SID ) CAP PL. 3/4x9x 10 1/2 -1 W/4 -5/8 "DIA. BOLTS. TS4X4X1 /4 TUBE COLUMN - A S301 . I . i RISER BENT PL.1 /4" BEARING SEAT L 6x3 1 /2x 1 2x0' -10" LONG. L.L.H. (SHORT LEG TRIMMED,SEE DTL) I I \ LOWER SEATING STRINGERS W12 I I (SEE FOURTH FLOOR & MEZZ. TYP FRAMING PLAN) I -1 �- i. r PL. 5/8 I W/4 -5/ I I 01" NON- SHRINK NON - METALIC I EVELLING GROUT. A"Z: I , a 0 -0" (THIRD FLOOR ELEV.) I ., W�3 -5/1 s� ' i . BEAD PLAN) " . TYP. CONNECTION AT TOP END OF LOWER RISER STRINGERS c DETAIL S201 SCALE:3 /4 " =1' -0" LANDING RISER DOUBLE ACOUSTICAL PARTITION WALLS. /4__� 5201 EL.: +8' -0" 3RD FLOOR CONCRETE SAWCUT 1/4" WIDE x 1/2 "DEEP MAX. FLOOR SLAB. . I-) --%Ii- l� pi I - A - I I +0'-O" i IV 21 f- 3RD FLOOR LEVEL " " I I 0 LT. WT. CONC. THREAD (BEYOND) - - , t 11- . ` I - NOTE: 1.- SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SAW -CUT. . / 2.- PRECAUTION SHOULD BE TAKEN SUCH THAT THE SAW -CUT DEPTH - TS5X5 RISER COLUMN SHALL NOT PENETRATE THE SLAB REINFORCING STEEL. SLAB Lq A W -CUT TYPICAL DETAIL (TYPICAL THROUGH AISLE CORRIDOR) 2 SECTION S201 SCALE:1 /2 " =1' -0" 3 1 /2" CONC_ SLAB_ TOTAL _ _. ---.. _ _ _ i��,`' ". o ., I i •. - _,__'---_- - "_-_- --_° _. -_ - -- -_ _ - - --- _ -. tV, yy . )-:Y= . �- �.,','..44,,' , . ; . ,. � W12X4O -`--,'�A-­' - , , � . - . \ SCALE) 1/2 " =1' -0" YMEZZ. FLOOR LEVEL '�+ 14' - 6" T.O.STEEL. .. *? ;�f., ..) , . I . (SEE ) bLANINV JtAI .A - �i.O, FRAMING PLAN COPE FLANGE I: `tai` $ STEEL BEAM (BEYOND) AS REQUIRED • 0_;,•,�.•; - (SEE FRAMING PLAN FOR SIZE) • x'•41 :." " �', .. _ f ty , ,;= : '� s, ,: I ;�. ":.` �'' '.; q;�R'�`' - ", .l'. - ` . ': , � -, .. . � I , � . °, -. , . 9 4 a , . .:, ti's .. ^. :CONC. COLUMN ° I!,".-­ ` ' . BEYOND SEE •.PLAN ;y I 11 ', Y _fir 1 •� `' . •1 "I • J ✓+ _ ' i ,:r�: „= �.- . I . "-; -,'rig. -,,,' . 114'. E1'N 0 -0 _..__ _- `' "' v-, , ' - ',` - 3RD FLOOR - LEVEE �.� ,.;::,:4 r� . t' .' "• : �-, + :- +'.,Y t "41t-'. 'r -' ..--( ' : -, r ,r• , J lVi )� ,,,.'. .4, ' i . . . . .•'tier ^.Sig`' !• ?�� •� r . . +'1e;�- , yY'r' ,'r' . ?.,_ �. _� ..� - ` -, ,.,. 7 , -;" . '- 1 1 . * , ' .. • . . 'jti y ;f, ., . ,. . . ' ' 3 -3/4 "DIA. BOLTS • (TYP.) ! ;; 1___� / ( . ,; TYP. i PRE -FABRICATED 'BENT UPPER SEATING STRINGER ,1 I: i' I (SEE PLAN FOR SIZE.) W18X76 1. • `) l . - WALL BEYOND ' ;I i - I ---- --_--'^ - - --+ -- - --- ----- _...- -------- --- ..- - - - - -' .. -..- - .--- .- `- --------- -- --- - --- -- -• - - --- --- -- - --- - - -'--- ------- --)' - -- - - .- -- '- - -- - -- - --- -- - ------ I' ___-- __ - - -__ __. _ ___.___- ._- __._ -__ -__ _ - - _- ____ _ _ ___ _- _- __. - - -_ _ -- _ _ . _._ _ _ - _ _ - -- _ -___ -- __ . -_ -___ - _ _ -___ -_ - _____ _._ ___ __ _ . - ___. ___ ______ _ _ -_ __ . -_ _ _ .- -_ _ . I . I ('__E DETAIL S201 SCALE) 1/2 " =1' -0" LT. WT. CONC. LANDING RISER CENTER LINE COLUMN AND PARTITION. (TYP.) I SEE ARCH. DRAWINGS. r. - - -- - (AUDITORIUM No.11 THRU 20.) \TYPICAL SECTION SCALE:1 /2"=1' -0" ! t ILOWI i i :_ - _________A_­_. -- - - - - - - - . ;- I i r - -, - -- i. 1 1 1 ) • - � 1 ) ) l 1 ) 1 „ ) , ) l ) ) 1) 1 i ,/ 1 7 ) ) ) 1) 1 1 1 1 ) 1 ) ) - - , 1 1 / 1 1 , ) 1 , ) ) 1 1 • ) , , , , ''I 1 1 ) ) , ) ) ) ) ) ) ) ) , ) , , 1 ) , 1 ) ) 1 ) ) ) ) ) ) ) ) ' ; ) 1 ) } ' ) 1111 , , ) ) 1 ) ) , 2' -6" 1. PROVIDE FILLER PLATE i 3 1K,2" DEEP LT.WT. CONC. I 114%S' WELDED ON TOP ENDING RISER I jk +8' -0" OF TS6x4 . . ' I ' ' .• . . . / ' _ _ - - ___ _ -_ - _ - __ __. - -4 -. -- - _ _ -_. _ - .__ __ ___ -__ _ _ __ -_I __ _ _ _ - - __ __ ._ . _ __ _- __ ___ _ __ _ -_. - _I' ---� -- -- - -- I I - 3/8" +7' -2„ -- -- .- - -; .. -- - -- -- - - - .- - -- -- - -- -I- __ _- _- _- _ _ - _ = - __ :- -_ _ _- - -_- _ __ . _L HANGER ' - ) 1 TYP. @ WEB AND TOP FLG EL.+ 12' -6" TS.6" X4" X 1 /4" 1 /4" OF BENT RISER PLATE. i (WELDED BEYOND 6 (SLO) CUT RISER PL.) L3 1/2" DEEP LT. WT. CONC. RISER THREAD (FOREGROUND) I, AISLEWAY CORRIDOR & RAMP I i SLOPING ---- - -- - -- - f LOWER SEATING (SEE PLAN FOR DIMENSION.) ; , STRINGER (SEE DETAIL C /S201) 1 , ) LT. WT. CONC. RISER THREAD (TYP.) SECTION SCALE) 1/2"=1' -0" -70 '1 n" BEARING SEAT (D (TYP.) I I I 1--, ,..--1 18 GAGE CLOSURE BENT PLATE (TYP.) //' 4" SLAB rW1 #3 ® 12" TRANSV. AND #3 ® 18" TEMP. - - -- - - y - - ---- - -- -- EL.: + 1' -0)) � -- - - ` - __ - -- . = - -- mAm r i: I L (AUDITORIUM No.11 THRU 20.) SECTION (RAMP AREA) 3 1/2" THK. (TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 19 AS MFD BY " VULCRAFT OR APPROVED EQUAL. 3 1 /2 "THK.(TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 22 AS MFD BY " VULCRAFT OR APPROVED EQUAL. (TYP. ON RISERS U.O.N.) z I I n" EL.: +0' -0" 3RD FLOOR LEVEL. mmmr 1 : i z NOTES: - 1.- CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO STABILIZE THE LOWER SEATING STRINGER AND COLUMN FRAME DURING ERECTION UNTIL THE BENT PLATE RISERS ARE COMPLETELY ATTACHED AND INSTALLED IN PLACE. 2.- SEE ARCHITECTURAL DRAWING FOR SECTIONS THOUGH OTHER AUDITORIUMS NOT SHOWN IN THIS DRAWING. SEE FRAMING PLAN FOR MEMBER SIZES. 3.- PROVIDE 1/2" RECESS ON SLAB TO ALLOW FEATHERING OR SECONDARY CONCRETE FILL IN ALL RAMP AREAS. . SEE ARCH'L DRAWINGS FOR LOCATION & DIMENSIONS OF RAMP AREAS. 4.- THE LIGTHWEIGTH CONCRETE RISER DECK SHALL BE 3 11Z' TOTAL DEPTH AND REINFORCED WITH W.W.F. 6X6- W1.4XW1.4, DESIGNED AS COMPOSITE SYSTEM WITH 1 1/2" DEEP CORRUGATED METAL DECK. 5.- THE 1 1/2" DEEP CORRUGATED METAL DECK SHALL BE FASTENED TO THE STEEL SUPPORTS USING THE 36/3 PATTERN FOR 5/8 "O PUDDLE WELDS AND WELDED SIDELAP AT THE DECK ENDS AND SPACED IN BETWEEN AT 16" O.C. MAXIMUM. .4" SLAB W/ #3 ® 12" TRANSV. AND #3 ® 18" TEMP. EL.: +1' -0" ik i7-:-_4c_______ T - ^I .m mtimr I : I z EL.: +0' -0" 3RD FLOOR LEVEL. \ • \` 1 _ --SEAL' - -.- ' I � • ;�14% �}' y . a.: IY . h J is . Mfr, r� C7 •1- :;.. p, 's 1. EUGENIO �►�SMTIAGO FL. ENQ,,dk /STRUCT.,� FL: REG.` NO., •196►�W"' j ' , ,_..,.1_ . Gould ' - . . ... - 1. .. � . � I I - I -.."I- . 1. ' Evans _ - r. "I � -., 1 ' , .- ' '" I, . '' . . , . ` ,; . . ; ,. , I ''I . ''.- "" ,�. 11. I � . . -­ I - . I- . � ' Associates, Lc _ . 1 7&S !4 » ^sa&h e= lA° not Ks 16&1 -2256 9 3/8423200 . 923/2,42'223 ftx rn��rn°�: wvr,71.g°afi.c��i 1. . : , � . , . . , &M I . . ,9 ulm �gt, � ''.. T-D-)11��� I " - �. • - . . - . 6 Z I . ,. _ -41� .' . .. W- ® u 0 I �. - . 04 . • , - .- 1. . . . W . � q - 1 ' 9060 &W. 57rs AvsNVS ) ' ; . .. " - s �. - ' I . ; IN ,' .I . A GiA A� gyp.. KS ; K YO TPh+6c. AZ I No. Revision ' ' Date ' -, NARCH 24,4997 - . • ® APRIL 21,1997- - '-, ' m - • KAY 01,1997 , , Dram fsD UledW ' RD R'giect % %01400 - ._; . ' . Date NOUBIBERDate219% ; �1�� . . - . b I . . � . .:, I ; 0 . I . I . . I ,� ' . '.. . I . . - I . - I , S14 ,; , . , I . '_ I . , I I : I I - I - . - I . � - I 11 4. , '' . - • I - 1. -- - -- - - - - -._.t. -- - _ ..... .._ �y, , . . .a ..; , � - • INCLINED S SEATING :4�. `;: +. , , t, 5 5T RINGER. ( (SEE PLAN) , t a- . 'I ' .., � �, ' ' . .. : .,' ? . • . , ,1... . ... e e D DETAIL .,, _ : S S201 S SCALE:3 /4 " =1' -0" ­ 11 - - a . . =, - . -- . . . . . ,,`, • 1 . ` . '' _- -�,' ` .. - ,�'` , - , , ; C� ,. . . , ,Y , . ` ,, ' ` 1 �:. .; . - 'yF %' a.' ' ' ,f" t`' =s;i: , . . . �•y'r' 'F:, •r - ,••- • •- I - - . . -,�: , i',,x'�_ •t 'Y r' t� . f` ,' I I 1 1 • • ,..,. 1 . . �,' _ r'•-: . .. . LT. WT. CONC. RISER THREAD 1. QH: DETAIL GS3 • - ..,�,...- - - R z, '; - . . I.. ;, - . • �- . , �, 1.. , • i =`. . - I ', ,.:.:,.,� :: ` ' ' ' PRE- FABRICATED J .' ,_., . , *. BENT UPPER SEATING STRINGER I �'' . - = (SEE PLAN FOR SIZE.) <. ,:',• I _',' W18X76 � ,-.:` � . 1. I:. a. :° I ` '� : - • �, , -` .t °r. . - . r . ,,' , .. .. - • I ., -- - - ;, ; • , - . CUT L6X3 1 /2x 1 /2x0' -8" LONG (LLH) 2- STIFF'R PL.3 /8 "(SEAT ( ) 1 4 TYP. 2" 4- 2' I 11 T 11 11 BEARING SEAT DETAIL 3 SECTION S SCALE) 1/2 " =1' -0" BASE PL. 3/4x 14x l' -10" W/4 -5/8" DIA. x2 3/4" MIN. EMBED "HILTI" KWIK BOLT II OR APPROVED EQUAL. : - N \ = = - 1 1' -10" -4 714+--/ 4 ('__D DETAIL S201 SCALE:3 /4 " -1' -0" .t I S LT. WT. CONCRETE NEOPRENE BRG PAD 1 /4" x 5 x 9 (TYP.) STIFF'R PL. 1(4 (TYP. EA. SID ) CAP PL. 3/4x9x 10 1/2 -1 W/4 -5/8 "DIA. BOLTS. TS4X4X1 /4 TUBE COLUMN - A S301 . I . i RISER BENT PL.1 /4" BEARING SEAT L 6x3 1 /2x 1 2x0' -10" LONG. L.L.H. (SHORT LEG TRIMMED,SEE DTL) I I \ LOWER SEATING STRINGERS W12 I I (SEE FOURTH FLOOR & MEZZ. TYP FRAMING PLAN) I -1 �- i. r PL. 5/8 I W/4 -5/ I I 01" NON- SHRINK NON - METALIC I EVELLING GROUT. A"Z: I , a 0 -0" (THIRD FLOOR ELEV.) I ., W�3 -5/1 s� ' i . BEAD PLAN) " . TYP. CONNECTION AT TOP END OF LOWER RISER STRINGERS c DETAIL S201 SCALE:3 /4 " =1' -0" LANDING RISER DOUBLE ACOUSTICAL PARTITION WALLS. /4__� 5201 EL.: +8' -0" 3RD FLOOR CONCRETE SAWCUT 1/4" WIDE x 1/2 "DEEP MAX. FLOOR SLAB. . I-) --%Ii- l� pi I - A - I I +0'-O" i IV 21 f- 3RD FLOOR LEVEL " " I I 0 LT. WT. CONC. THREAD (BEYOND) - - , t 11- . ` I - NOTE: 1.- SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SAW -CUT. . / 2.- PRECAUTION SHOULD BE TAKEN SUCH THAT THE SAW -CUT DEPTH - TS5X5 RISER COLUMN SHALL NOT PENETRATE THE SLAB REINFORCING STEEL. SLAB Lq A W -CUT TYPICAL DETAIL (TYPICAL THROUGH AISLE CORRIDOR) 2 SECTION S201 SCALE:1 /2 " =1' -0" 3 1 /2" CONC_ SLAB_ TOTAL _ _. ---.. _ _ _ i��,`' ". o ., I i •. - _,__'---_- - "_-_- --_° _. -_ - -- -_ _ - - --- _ -. tV, yy . )-:Y= . �- �.,','..44,,' , . ; . ,. � W12X4O -`--,'�A-­' - , , � . - . \ SCALE) 1/2 " =1' -0" YMEZZ. FLOOR LEVEL '�+ 14' - 6" T.O.STEEL. .. *? ;�f., ..) , . I . (SEE ) bLANINV JtAI .A - �i.O, FRAMING PLAN COPE FLANGE I: `tai` $ STEEL BEAM (BEYOND) AS REQUIRED • 0_;,•,�.•; - (SEE FRAMING PLAN FOR SIZE) • x'•41 :." " �', .. _ f ty , ,;= : '� s, ,: I ;�. ":.` �'' '.; q;�R'�`' - ", .l'. - ` . ': , � -, .. . � I , � . °, -. , . 9 4 a , . .:, ti's .. ^. :CONC. COLUMN ° I!,".-­ ` ' . BEYOND SEE •.PLAN ;y I 11 ', Y _fir 1 •� `' . •1 "I • J ✓+ _ ' i ,:r�: „= �.- . I . "-; -,'rig. -,,,' . 114'. E1'N 0 -0 _..__ _- `' "' v-, , ' - ',` - 3RD FLOOR - LEVEE �.� ,.;::,:4 r� . t' .' "• : �-, + :- +'.,Y t "41t-'. 'r -' ..--( ' : -, r ,r• , J lVi )� ,,,.'. .4, ' i . . . . .•'tier ^.Sig`' !• ?�� •� r . . +'1e;�- , yY'r' ,'r' . ?.,_ �. _� ..� - ` -, ,.,. 7 , -;" . '- 1 1 . * , ' .. • . . 'jti y ;f, ., . ,. . . ' ' 3 -3/4 "DIA. BOLTS • (TYP.) ! ;; 1___� / ( . ,; TYP. i PRE -FABRICATED 'BENT UPPER SEATING STRINGER ,1 I: i' I (SEE PLAN FOR SIZE.) W18X76 1. • `) l . - WALL BEYOND ' ;I i - I ---- --_--'^ - - --+ -- - --- ----- _...- -------- --- ..- - - - - -' .. -..- - .--- .- `- --------- -- --- - --- -- -• - - --- --- -- - --- - - -'--- ------- --)' - -- - - .- -- '- - -- - -- - --- -- - ------ I' ___-- __ - - -__ __. _ ___.___- ._- __._ -__ -__ _ - - _- ____ _ _ ___ _- _- __. - - -_ _ -- _ _ . _._ _ _ - _ _ - -- _ -___ -- __ . -_ -___ - _ _ -___ -_ - _____ _._ ___ __ _ . - ___. ___ ______ _ _ -_ __ . -_ _ _ .- -_ _ . I . I ('__E DETAIL S201 SCALE) 1/2 " =1' -0" LT. WT. CONC. LANDING RISER CENTER LINE COLUMN AND PARTITION. (TYP.) I SEE ARCH. DRAWINGS. r. - - -- - (AUDITORIUM No.11 THRU 20.) \TYPICAL SECTION SCALE:1 /2"=1' -0" ! t ILOWI i i :_ - _________A_­_. -- - - - - - - - . ;- I i r - -, - -- i. 1 1 1 ) • - � 1 ) ) l 1 ) 1 „ ) , ) l ) ) 1) 1 i ,/ 1 7 ) ) ) 1) 1 1 1 1 ) 1 ) ) - - , 1 1 / 1 1 , ) 1 , ) ) 1 1 • ) , , , , ''I 1 1 ) ) , ) ) ) ) ) ) ) ) , ) , , 1 ) , 1 ) ) 1 ) ) ) ) ) ) ) ) ' ; ) 1 ) } ' ) 1111 , , ) ) 1 ) ) , 2' -6" 1. PROVIDE FILLER PLATE i 3 1K,2" DEEP LT.WT. CONC. I 114%S' WELDED ON TOP ENDING RISER I jk +8' -0" OF TS6x4 . . ' I ' ' .• . . . / ' _ _ - - ___ _ -_ - _ - __ __. - -4 -. -- - _ _ -_. _ - .__ __ ___ -__ _ _ __ -_I __ _ _ _ - - __ __ ._ . _ __ _- __ ___ _ __ _ -_. - _I' ---� -- -- - -- I I - 3/8" +7' -2„ -- -- .- - -; .. -- - -- -- - - - .- - -- -- - -- -I- __ _- _- _- _ _ - _ = - __ :- -_ _ _- - -_- _ __ . _L HANGER ' - ) 1 TYP. @ WEB AND TOP FLG EL.+ 12' -6" TS.6" X4" X 1 /4" 1 /4" OF BENT RISER PLATE. i (WELDED BEYOND 6 (SLO) CUT RISER PL.) L3 1/2" DEEP LT. WT. CONC. RISER THREAD (FOREGROUND) I, AISLEWAY CORRIDOR & RAMP I i SLOPING ---- - -- - -- - f LOWER SEATING (SEE PLAN FOR DIMENSION.) ; , STRINGER (SEE DETAIL C /S201) 1 , ) LT. WT. CONC. RISER THREAD (TYP.) SECTION SCALE) 1/2"=1' -0" -70 '1 n" BEARING SEAT (D (TYP.) I I I 1--, ,..--1 18 GAGE CLOSURE BENT PLATE (TYP.) //' 4" SLAB rW1 #3 ® 12" TRANSV. AND #3 ® 18" TEMP. - - -- - - y - - ---- - -- -- EL.: + 1' -0)) � -- - - ` - __ - -- . = - -- mAm r i: I L (AUDITORIUM No.11 THRU 20.) SECTION (RAMP AREA) 3 1/2" THK. (TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 19 AS MFD BY " VULCRAFT OR APPROVED EQUAL. 3 1 /2 "THK.(TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 22 AS MFD BY " VULCRAFT OR APPROVED EQUAL. (TYP. ON RISERS U.O.N.) z I I n" EL.: +0' -0" 3RD FLOOR LEVEL. mmmr 1 : i z NOTES: - 1.- CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO STABILIZE THE LOWER SEATING STRINGER AND COLUMN FRAME DURING ERECTION UNTIL THE BENT PLATE RISERS ARE COMPLETELY ATTACHED AND INSTALLED IN PLACE. 2.- SEE ARCHITECTURAL DRAWING FOR SECTIONS THOUGH OTHER AUDITORIUMS NOT SHOWN IN THIS DRAWING. SEE FRAMING PLAN FOR MEMBER SIZES. 3.- PROVIDE 1/2" RECESS ON SLAB TO ALLOW FEATHERING OR SECONDARY CONCRETE FILL IN ALL RAMP AREAS. . SEE ARCH'L DRAWINGS FOR LOCATION & DIMENSIONS OF RAMP AREAS. 4.- THE LIGTHWEIGTH CONCRETE RISER DECK SHALL BE 3 11Z' TOTAL DEPTH AND REINFORCED WITH W.W.F. 6X6- W1.4XW1.4, DESIGNED AS COMPOSITE SYSTEM WITH 1 1/2" DEEP CORRUGATED METAL DECK. 5.- THE 1 1/2" DEEP CORRUGATED METAL DECK SHALL BE FASTENED TO THE STEEL SUPPORTS USING THE 36/3 PATTERN FOR 5/8 "O PUDDLE WELDS AND WELDED SIDELAP AT THE DECK ENDS AND SPACED IN BETWEEN AT 16" O.C. MAXIMUM. .4" SLAB W/ #3 ® 12" TRANSV. AND #3 ® 18" TEMP. EL.: +1' -0" ik i7-:-_4c_______ T - ^I .m mtimr I : I z EL.: +0' -0" 3RD FLOOR LEVEL. \ • \` 1 _ --SEAL' - -.- ' I � • ;�14% �}' y . a.: IY . h J is . Mfr, r� C7 •1- :;.. p, 's 1. EUGENIO �►�SMTIAGO FL. ENQ,,dk /STRUCT.,� FL: REG.` NO., •196►�W"' j ' , ,_..,.1_ . Gould ' - . . ... - 1. .. � . � I I - I -.."I- . 1. ' Evans _ - r. "I � -., 1 ' , .- ' '" I, . '' . . , . ` ,; . . ; ,. , I ''I . ''.- "" ,�. 11. I � . . -­ I - . I- . � ' Associates, Lc _ . 1 7&S !4 » ^sa&h e= lA° not Ks 16&1 -2256 9 3/8423200 . 923/2,42'223 ftx rn��rn°�: wvr,71.g°afi.c��i 1. . : , � . , . . , &M I . . ,9 ulm �gt, � ''.. T-D-)11��� I " - �. • - . . - . 6 Z I . ,. _ -41� .' . .. W- ® u 0 I �. - . 04 . • , - .- 1. . . . W . � q - 1 ' 9060 &W. 57rs AvsNVS ) ' ; . .. " - s �. - ' I . ; IN ,' .I . A GiA A� gyp.. KS ; K YO TPh+6c. AZ I No. Revision ' ' Date ' -, NARCH 24,4997 - . • ® APRIL 21,1997- - '-, ' m - • KAY 01,1997 , , Dram fsD UledW ' RD R'giect % %01400 - ._; . ' . Date NOUBIBERDate219% ; �1�� . . - . b I . . � . .:, I ; 0 . I . I . . I ,� ' . '.. . I . . - I . - I , S14 ,; , . , I . '_ I . , I I : I I - I - . - I . � - I 11 4. , '' . - • I - 1. -- - -- - - - - -._.t. -- - _ ..... .._ CUT L6X3 1 /2x 1 /2x0' -8" LONG (LLH) 2- STIFF'R PL.3 /8 "(SEAT ( ) 1 4 TYP. 2" 4- 2' I 11 T 11 11 BEARING SEAT DETAIL 3 SECTION S SCALE) 1/2 " =1' -0" BASE PL. 3/4x 14x l' -10" W/4 -5/8" DIA. x2 3/4" MIN. EMBED "HILTI" KWIK BOLT II OR APPROVED EQUAL. : - N \ = = - 1 1' -10" -4 714+--/ 4 ('__D DETAIL S201 SCALE:3 /4 " -1' -0" .t I S LT. WT. CONCRETE NEOPRENE BRG PAD 1 /4" x 5 x 9 (TYP.) STIFF'R PL. 1(4 (TYP. EA. SID ) CAP PL. 3/4x9x 10 1/2 -1 W/4 -5/8 "DIA. BOLTS. TS4X4X1 /4 TUBE COLUMN - A S301 . I . i RISER BENT PL.1 /4" BEARING SEAT L 6x3 1 /2x 1 2x0' -10" LONG. L.L.H. (SHORT LEG TRIMMED,SEE DTL) I I \ LOWER SEATING STRINGERS W12 I I (SEE FOURTH FLOOR & MEZZ. TYP FRAMING PLAN) I -1 �- i. r PL. 5/8 I W/4 -5/ I I 01" NON- SHRINK NON - METALIC I EVELLING GROUT. A"Z: I , a 0 -0" (THIRD FLOOR ELEV.) I ., W�3 -5/1 s� ' i . BEAD PLAN) " . TYP. CONNECTION AT TOP END OF LOWER RISER STRINGERS c DETAIL S201 SCALE:3 /4 " =1' -0" LANDING RISER DOUBLE ACOUSTICAL PARTITION WALLS. /4__� 5201 EL.: +8' -0" 3RD FLOOR CONCRETE SAWCUT 1/4" WIDE x 1/2 "DEEP MAX. FLOOR SLAB. . I-) --%Ii- l� pi I - A - I I +0'-O" i IV 21 f- 3RD FLOOR LEVEL " " I I 0 LT. WT. CONC. THREAD (BEYOND) - - , t 11- . ` I - NOTE: 1.- SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SAW -CUT. . / 2.- PRECAUTION SHOULD BE TAKEN SUCH THAT THE SAW -CUT DEPTH - TS5X5 RISER COLUMN SHALL NOT PENETRATE THE SLAB REINFORCING STEEL. SLAB Lq A W -CUT TYPICAL DETAIL (TYPICAL THROUGH AISLE CORRIDOR) 2 SECTION S201 SCALE:1 /2 " =1' -0" 3 1 /2" CONC_ SLAB_ TOTAL _ _. ---.. _ _ _ i��,`' ". o ., I i •. - _,__'---_- - "_-_- --_° _. -_ - -- -_ _ - - --- _ -. tV, yy . )-:Y= . �- �.,','..44,,' , . ; . ,. � W12X4O -`--,'�A-­' - , , � . - . \ SCALE) 1/2 " =1' -0" YMEZZ. FLOOR LEVEL '�+ 14' - 6" T.O.STEEL. .. *? ;�f., ..) , . I . (SEE ) bLANINV JtAI .A - �i.O, FRAMING PLAN COPE FLANGE I: `tai` $ STEEL BEAM (BEYOND) AS REQUIRED • 0_;,•,�.•; - (SEE FRAMING PLAN FOR SIZE) • x'•41 :." " �', .. _ f ty , ,;= : '� s, ,: I ;�. ":.` �'' '.; q;�R'�`' - ", .l'. - ` . ': , � -, .. . � I , � . °, -. , . 9 4 a , . .:, ti's .. ^. :CONC. COLUMN ° I!,".-­ ` ' . BEYOND SEE •.PLAN ;y I 11 ', Y _fir 1 •� `' . •1 "I • J ✓+ _ ' i ,:r�: „= �.- . I . "-; -,'rig. -,,,' . 114'. E1'N 0 -0 _..__ _- `' "' v-, , ' - ',` - 3RD FLOOR - LEVEE �.� ,.;::,:4 r� . t' .' "• : �-, + :- +'.,Y t "41t-'. 'r -' ..--( ' : -, r ,r• , J lVi )� ,,,.'. .4, ' i . . . . .•'tier ^.Sig`' !• ?�� •� r . . +'1e;�- , yY'r' ,'r' . ?.,_ �. _� ..� - ` -, ,.,. 7 , -;" . '- 1 1 . * , ' .. • . . 'jti y ;f, ., . ,. . . ' ' 3 -3/4 "DIA. BOLTS • (TYP.) ! ;; 1___� / ( . ,; TYP. i PRE -FABRICATED 'BENT UPPER SEATING STRINGER ,1 I: i' I (SEE PLAN FOR SIZE.) W18X76 1. • `) l . - WALL BEYOND ' ;I i - I ---- --_--'^ - - --+ -- - --- ----- _...- -------- --- ..- - - - - -' .. -..- - .--- .- `- --------- -- --- - --- -- -• - - --- --- -- - --- - - -'--- ------- --)' - -- - - .- -- '- - -- - -- - --- -- - ------ I' ___-- __ - - -__ __. _ ___.___- ._- __._ -__ -__ _ - - _- ____ _ _ ___ _- _- __. - - -_ _ -- _ _ . _._ _ _ - _ _ - -- _ -___ -- __ . -_ -___ - _ _ -___ -_ - _____ _._ ___ __ _ . - ___. ___ ______ _ _ -_ __ . -_ _ _ .- -_ _ . I . I ('__E DETAIL S201 SCALE) 1/2 " =1' -0" LT. WT. CONC. LANDING RISER CENTER LINE COLUMN AND PARTITION. (TYP.) I SEE ARCH. DRAWINGS. r. - - -- - (AUDITORIUM No.11 THRU 20.) \TYPICAL SECTION SCALE:1 /2"=1' -0" ! t ILOWI i i :_ - _________A_­_. -- - - - - - - - . ;- I i r - -, - -- i. 1 1 1 ) • - � 1 ) ) l 1 ) 1 „ ) , ) l ) ) 1) 1 i ,/ 1 7 ) ) ) 1) 1 1 1 1 ) 1 ) ) - - , 1 1 / 1 1 , ) 1 , ) ) 1 1 • ) , , , , ''I 1 1 ) ) , ) ) ) ) ) ) ) ) , ) , , 1 ) , 1 ) ) 1 ) ) ) ) ) ) ) ) ' ; ) 1 ) } ' ) 1111 , , ) ) 1 ) ) , 2' -6" 1. PROVIDE FILLER PLATE i 3 1K,2" DEEP LT.WT. CONC. I 114%S' WELDED ON TOP ENDING RISER I jk +8' -0" OF TS6x4 . . ' I ' ' .• . . . / ' _ _ - - ___ _ -_ - _ - __ __. - -4 -. -- - _ _ -_. _ - .__ __ ___ -__ _ _ __ -_I __ _ _ _ - - __ __ ._ . _ __ _- __ ___ _ __ _ -_. - _I' ---� -- -- - -- I I - 3/8" +7' -2„ -- -- .- - -; .. -- - -- -- - - - .- - -- -- - -- -I- __ _- _- _- _ _ - _ = - __ :- -_ _ _- - -_- _ __ . _L HANGER ' - ) 1 TYP. @ WEB AND TOP FLG EL.+ 12' -6" TS.6" X4" X 1 /4" 1 /4" OF BENT RISER PLATE. i (WELDED BEYOND 6 (SLO) CUT RISER PL.) L3 1/2" DEEP LT. WT. CONC. RISER THREAD (FOREGROUND) I, AISLEWAY CORRIDOR & RAMP I i SLOPING ---- - -- - -- - f LOWER SEATING (SEE PLAN FOR DIMENSION.) ; , STRINGER (SEE DETAIL C /S201) 1 , ) LT. WT. CONC. RISER THREAD (TYP.) SECTION SCALE) 1/2"=1' -0" -70 '1 n" BEARING SEAT (D (TYP.) I I I 1--, ,..--1 18 GAGE CLOSURE BENT PLATE (TYP.) //' 4" SLAB rW1 #3 ® 12" TRANSV. AND #3 ® 18" TEMP. - - -- - - y - - ---- - -- -- EL.: + 1' -0)) � -- - - ` - __ - -- . = - -- mAm r i: I L (AUDITORIUM No.11 THRU 20.) SECTION (RAMP AREA) 3 1/2" THK. (TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 19 AS MFD BY " VULCRAFT OR APPROVED EQUAL. 3 1 /2 "THK.(TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 22 AS MFD BY " VULCRAFT OR APPROVED EQUAL. (TYP. ON RISERS U.O.N.) z I I n" EL.: +0' -0" 3RD FLOOR LEVEL. mmmr 1 : i z NOTES: - 1.- CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO STABILIZE THE LOWER SEATING STRINGER AND COLUMN FRAME DURING ERECTION UNTIL THE BENT PLATE RISERS ARE COMPLETELY ATTACHED AND INSTALLED IN PLACE. 2.- SEE ARCHITECTURAL DRAWING FOR SECTIONS THOUGH OTHER AUDITORIUMS NOT SHOWN IN THIS DRAWING. SEE FRAMING PLAN FOR MEMBER SIZES. 3.- PROVIDE 1/2" RECESS ON SLAB TO ALLOW FEATHERING OR SECONDARY CONCRETE FILL IN ALL RAMP AREAS. . SEE ARCH'L DRAWINGS FOR LOCATION & DIMENSIONS OF RAMP AREAS. 4.- THE LIGTHWEIGTH CONCRETE RISER DECK SHALL BE 3 11Z' TOTAL DEPTH AND REINFORCED WITH W.W.F. 6X6- W1.4XW1.4, DESIGNED AS COMPOSITE SYSTEM WITH 1 1/2" DEEP CORRUGATED METAL DECK. 5.- THE 1 1/2" DEEP CORRUGATED METAL DECK SHALL BE FASTENED TO THE STEEL SUPPORTS USING THE 36/3 PATTERN FOR 5/8 "O PUDDLE WELDS AND WELDED SIDELAP AT THE DECK ENDS AND SPACED IN BETWEEN AT 16" O.C. MAXIMUM. .4" SLAB W/ #3 ® 12" TRANSV. AND #3 ® 18" TEMP. EL.: +1' -0" ik i7-:-_4c_______ T - ^I .m mtimr I : I z EL.: +0' -0" 3RD FLOOR LEVEL. \ • \` 1 _ --SEAL' - -.- ' I � • ;�14% �}' y . a.: IY . h J is . Mfr, r� C7 •1- :;.. p, 's 1. EUGENIO �►�SMTIAGO FL. ENQ,,dk /STRUCT.,� FL: REG.` NO., •196►�W"' j ' , ,_..,.1_ . Gould ' - . . ... - 1. .. � . � I I - I -.."I- . 1. ' Evans _ - r. "I � -., 1 ' , .- ' '" I, . '' . . , . ` ,; . . ; ,. , I ''I . ''.- "" ,�. 11. I � . . -­ I - . I- . � ' Associates, Lc _ . 1 7&S !4 » ^sa&h e= lA° not Ks 16&1 -2256 9 3/8423200 . 923/2,42'223 ftx rn��rn°�: wvr,71.g°afi.c��i 1. . : , � . , . . , &M I . . ,9 ulm �gt, � ''.. T-D-)11��� I " - �. • - . . - . 6 Z I . ,. _ -41� .' . .. W- ® u 0 I �. - . 04 . • , - .- 1. . . . W . � q - 1 ' 9060 &W. 57rs AvsNVS ) ' ; . .. " - s �. - ' I . ; IN ,' .I . A GiA A� gyp.. KS ; K YO TPh+6c. AZ I No. Revision ' ' Date ' -, NARCH 24,4997 - . • ® APRIL 21,1997- - '-, ' m - • KAY 01,1997 , , Dram fsD UledW ' RD R'giect % %01400 - ._; . ' . Date NOUBIBERDate219% ; �1�� . . - . b I . . � . .:, I ; 0 . I . I . . I ,� ' . '.. . I . . - I . - I , S14 ,; , . , I . '_ I . , I I : I I - I - . - I . � - I 11 4. , '' . - • I - 1. -- - -- - - - - -._.t. -- - _ ..... .._ 3 -3/4 "DIA. BOLTS • (TYP.) ! ;; 1___� / ( . ,; TYP. i PRE -FABRICATED 'BENT UPPER SEATING STRINGER ,1 I: i' I (SEE PLAN FOR SIZE.) W18X76 1. • `) l . - WALL BEYOND ' ;I i - I ---- --_--'^ - - --+ -- - --- ----- _...- -------- --- ..- - - - - -' .. -..- - .--- .- `- --------- -- --- - --- -- -• - - --- --- -- - --- - - -'--- ------- --)' - -- - - .- -- '- - -- - -- - --- -- - ------ I' ___-- __ - - -__ __. _ ___.___- ._- __._ -__ -__ _ - - _- ____ _ _ ___ _- _- __. - - -_ _ -- _ _ . _._ _ _ - _ _ - -- _ -___ -- __ . -_ -___ - _ _ -___ -_ - _____ _._ ___ __ _ . - ___. ___ ______ _ _ -_ __ . -_ _ _ .- -_ _ . I . I ('__E DETAIL S201 SCALE) 1/2 " =1' -0" LT. WT. CONC. LANDING RISER CENTER LINE COLUMN AND PARTITION. (TYP.) I SEE ARCH. DRAWINGS. r. - - -- - (AUDITORIUM No.11 THRU 20.) \TYPICAL SECTION SCALE:1 /2"=1' -0" ! t ILOWI i i :_ - _________A_­_. -- - - - - - - - . ;- I i r - -, - -- i. 1 1 1 ) • - � 1 ) ) l 1 ) 1 „ ) , ) l ) ) 1) 1 i ,/ 1 7 ) ) ) 1) 1 1 1 1 ) 1 ) ) - - , 1 1 / 1 1 , ) 1 , ) ) 1 1 • ) , , , , ''I 1 1 ) ) , ) ) ) ) ) ) ) ) , ) , , 1 ) , 1 ) ) 1 ) ) ) ) ) ) ) ) ' ; ) 1 ) } ' ) 1111 , , ) ) 1 ) ) , 2' -6" 1. PROVIDE FILLER PLATE i 3 1K,2" DEEP LT.WT. CONC. I 114%S' WELDED ON TOP ENDING RISER I jk +8' -0" OF TS6x4 . . ' I ' ' .• . . . / ' _ _ - - ___ _ -_ - _ - __ __. - -4 -. -- - _ _ -_. _ - .__ __ ___ -__ _ _ __ -_I __ _ _ _ - - __ __ ._ . _ __ _- __ ___ _ __ _ -_. - _I' ---� -- -- - -- I I - 3/8" +7' -2„ -- -- .- - -; .. -- - -- -- - - - .- - -- -- - -- -I- __ _- _- _- _ _ - _ = - __ :- -_ _ _- - -_- _ __ . _L HANGER ' - ) 1 TYP. @ WEB AND TOP FLG EL.+ 12' -6" TS.6" X4" X 1 /4" 1 /4" OF BENT RISER PLATE. i (WELDED BEYOND 6 (SLO) CUT RISER PL.) L3 1/2" DEEP LT. WT. CONC. RISER THREAD (FOREGROUND) I, AISLEWAY CORRIDOR & RAMP I i SLOPING ---- - -- - -- - f LOWER SEATING (SEE PLAN FOR DIMENSION.) ; , STRINGER (SEE DETAIL C /S201) 1 , ) LT. WT. CONC. RISER THREAD (TYP.) SECTION SCALE) 1/2"=1' -0" -70 '1 n" BEARING SEAT (D (TYP.) I I I 1--, ,..--1 18 GAGE CLOSURE BENT PLATE (TYP.) //' 4" SLAB rW1 #3 ® 12" TRANSV. AND #3 ® 18" TEMP. - - -- - - y - - ---- - -- -- EL.: + 1' -0)) � -- - - ` - __ - -- . = - -- mAm r i: I L (AUDITORIUM No.11 THRU 20.) SECTION (RAMP AREA) 3 1/2" THK. (TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 19 AS MFD BY " VULCRAFT OR APPROVED EQUAL. 3 1 /2 "THK.(TOTAL) LIGHTWEIGHT CONCRETE ON GALV. CORR. MTL. DECK 1.5 VL 22 AS MFD BY " VULCRAFT OR APPROVED EQUAL. (TYP. ON RISERS U.O.N.) z I I n" EL.: +0' -0" 3RD FLOOR LEVEL. mmmr 1 : i z NOTES: - 1.- CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO STABILIZE THE LOWER SEATING STRINGER AND COLUMN FRAME DURING ERECTION UNTIL THE BENT PLATE RISERS ARE COMPLETELY ATTACHED AND INSTALLED IN PLACE. 2.- SEE ARCHITECTURAL DRAWING FOR SECTIONS THOUGH OTHER AUDITORIUMS NOT SHOWN IN THIS DRAWING. SEE FRAMING PLAN FOR MEMBER SIZES. 3.- PROVIDE 1/2" RECESS ON SLAB TO ALLOW FEATHERING OR SECONDARY CONCRETE FILL IN ALL RAMP AREAS. . SEE ARCH'L DRAWINGS FOR LOCATION & DIMENSIONS OF RAMP AREAS. 4.- THE LIGTHWEIGTH CONCRETE RISER DECK SHALL BE 3 11Z' TOTAL DEPTH AND REINFORCED WITH W.W.F. 6X6- W1.4XW1.4, DESIGNED AS COMPOSITE SYSTEM WITH 1 1/2" DEEP CORRUGATED METAL DECK. 5.- THE 1 1/2" DEEP CORRUGATED METAL DECK SHALL BE FASTENED TO THE STEEL SUPPORTS USING THE 36/3 PATTERN FOR 5/8 "O PUDDLE WELDS AND WELDED SIDELAP AT THE DECK ENDS AND SPACED IN BETWEEN AT 16" O.C. MAXIMUM. .4" SLAB W/ #3 ® 12" TRANSV. AND #3 ® 18" TEMP. EL.: +1' -0" ik i7-:-_4c_______ T - ^I .m mtimr I : I z EL.: +0' -0" 3RD FLOOR LEVEL. \ • \` 1 _ --SEAL' - -.- ' I � • ;�14% �}' y . a.: IY . h J is . Mfr, r� C7 •1- :;.. p, 's 1. EUGENIO �►�SMTIAGO FL. ENQ,,dk /STRUCT.,� FL: REG.` NO., •196►�W"' j ' , ,_..,.1_ . Gould ' - . . ... - 1. .. � . � I I - I -.."I- . 1. ' Evans _ - r. "I � -., 1 ' , .- ' '" I, . '' . . , . ` ,; . . ; ,. , I ''I . ''.- "" ,�. 11. I � . . -­ I - . I- . � ' Associates, Lc _ . 1 7&S !4 » ^sa&h e= lA° not Ks 16&1 -2256 9 3/8423200 . 923/2,42'223 ftx rn��rn°�: wvr,71.g°afi.c��i 1. . : , � . , . . , &M I . . ,9 ulm �gt, � ''.. T-D-)11��� I " - �. • - . . - . 6 Z I . ,. _ -41� .' . .. W- ® u 0 I �. - . 04 . • , - .- 1. . . . W . � q - 1 ' 9060 &W. 57rs AvsNVS ) ' ; . .. " - s �. - ' I . ; IN ,' .I . A GiA A� gyp.. KS ; K YO TPh+6c. AZ I No. Revision ' ' Date ' -, NARCH 24,4997 - . • ® APRIL 21,1997- - '-, ' m - • KAY 01,1997 , , Dram fsD UledW ' RD R'giect % %01400 - ._; . ' . Date NOUBIBERDate219% ; �1�� . . - . b I . . � . .:, I ; 0 . I . I . . I ,� ' . '.. . I . . - I . - I , S14 ,; , . , I . '_ I . , I I : I I - I - . - I . � - I 11 4. , '' . - • I - 1. -- - -- - - - - -._.t. -- - _ ..... .._