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HomeMy WebLinkAbout21REMARKS L1 Siff 4 16 T 5 --- STIRRUPS MARK Type : CIa35A 0-25 x L 0-33 x max L.L1 0.33 x max(L.L1 STIRRUPS MARK Su t t v�' 5 2 LEG SJf&t mat 2 LEG D (in) Or_ F133 24 28 T F SPACING ------ - I y4 F114 Ba1012° #6 T 0 T - - �--- --- ----- 6912" (LE) Ba1012° 5 #6 T lo,-G"-� T 2 LEG B101 24 28 5 ESIj002 5 /8 /4 --.__ ^4.71 29 r8" f` 9012" (RE) 36 2 5- ------------ i9- B _. _I .. B.- CLS Ba1012" 2193" (RE) 4 #6 T 70_4, 9. 8". T--�^--- 2 LEG 2. 5____ _ F134 24 28 B /4 Ba101Z" 6 /6 T 4 #6 8 _.0'�4'_---1__- 19`- _._. ___. CLS 2 LEG 8102 24 28 -.- 5 8 -4, 9 _8 -. j4 F Ba1012" 2 LEG F115 32 28 T - T_ CLS /4 2 LEG F121 36 28 6 4 T I- SECOND LAYER 2- 799° (RE) g4 Ba1012" 5 F135 24 28- - - - L " CLS f1 jW --. _.. 3o1912" #6 T --- - _ _ - 2 LEC 8103 24 28 CLS 6 O'"4 29 8 -!r ---- --1- -+-T -- I --- #4 C Ba1012" 11012° (LE) 5 I CLS 2 LEG C {,..... 2 LEG F116 4 -- -_ - T 2 LEG T -. -. J ...-. i ......-. 1 " `4 9912" (RE) ' 4 #6 T 5 1 ,0° _ 10,-0* T 2 LEG T F136 24 28 r -L`+- - 1-- 5 -- 1 - -- /4 -. 0,N4e._ - - 801012" 8a1012" Bo1012" .... 4 /6 B ',, 0�4• __ CLS CLS 4 #7 6 /6 T- 113 2 LEG F117 36 28 4 #'7 T 5 ! 8 4" 2 LEG - -- 6#6 t 27,0" t T 10'-4" - 8. B.Ir 2 LEG 5 F137 36 28 q -s - -� -� - /4 2 Ba1012" B F123 36 28 F104 - CLS - 5 --- r /7. T �_. #4 5 /Cr B - 0. _ 4, -1-j-= '_ 2 LEG 5 5 T _...-. 15.4° �. 148" _. I,1- -....... _ CLS 2 LEG F178 36 28 2 #6 6 - T Ba1012" - 5 3 F138 36 28 - F -� #4. 5 3a1912" B I �� CLS 5 .. 0 " .-.. 19, 18 #6 CLS F105 32 F124 36 28 -- - /4 5----------------- 5 ------ /4 Ba1012° -B -- ---- 7'L0, _. 2 LEG 2 LEG CLS F139 36 28 T 7 ._.__ _ _ _. #4 36 Ba1012" - 3 - - - -- - - #4 BaI012" T - --0 ,- -19,-8" CLS /7 T 51----' "' _.. - 5 #6 8 5- _#6 B - __-- 0'j,4,- 29'Er I CLS 6012• (LE) 4 j'6 T _ _�_ 5- ---- - ___ I h F125 24 28 _. ' (-_. 32 2 LEG aa01 z" F140 36 28 -- - y -'I - -�� f4 CLS Ba1012" 709" (RE) 4 -- - -- j _ OH4 ... _.... ___ CLS 4 7 5 #6 B. 5 ----- 3 P REMARKS L1 Siff -. Interior Stirrup REINFORCEMENT 5 --- STIRRUPS MARK Type : CIa35A 0-25 x L 0-33 x max L.L1 0.33 x max(L.L1 STIRRUPS MARK Su t t v�' 5 2 LEG SJf&t mat B (n) D (in) Or_ B (in) o Ad}'.Sgan L/4 C/L 31/4 AdI T F SPACING -/7 SPACING F114 5 #6 T 0 T - - �--- --- ----- 6912" (LE) Ba1012° 5 #6 T lo,-G"-� T 2 LEG B101 24 28 5 ESIj002 5 /8 /4 --.__ ^4.71 29 r8" f` 9012" (RE) 36 2 4 i9- B _. _I .. B.- CLS Ba1012" 2193" (RE) CLS #6 4 0 j d 2� I 1., T--�^--- pp - - '' 2. 5____ _ 1196" (LE) #6 B 2 LEG 6 /6 T ___, _ 2 LEG 8102 24 28 -.- 5 8 -4, 9 _8 -. j4 F Ba1012" 2 LEG F115 32 28 T - CLS /4 F121 36 28 6 M7 T I- SECOND LAYER 2- 799° (RE) g4 Ba1012" 5 #6 T - - - L " CLS 6912" (RE) --. _.. 5 #6 T --- - _ _ - 2 LEC 8103 24 28 f6 6 O'"4 29 8 -!r ---- --1- -+-T -- I --- #4 C Ba1012" 11012° (LE) 5 I CLS 2 LEG C {,..... 2 LEG F116 4 #6 T $6 T -. -. J ...-. i ......-. 1 " `4 9912" (RE) ' 2LEG 5 1 ,0° _ 10,-0* T 2 LEG T 8104 24 28 r -L`+- - 1-- 5 Bo1012° 64 -. 0,N4e._ - - Ba1017 8a1012" Bo1012" .... _... 5 - y 21.1 -- T CLS 4 #7 B /7 T 113 2 LEG REMARKS L L1 -. Interior Stirrup 5 --- Splice 1996" (LE) Type : CIa35A 0-25 x L 0-33 x max L.L1 0.33 x max(L.L1 STIRRUPS MARK v�' 5 2 LEG SJf&t mat End Stirrup 0.10 z L 0.10 x L1 2 LEG B (in) 5 7 T o -5 -/7 SPACING F114 32 28 5 t7 T - - �--- --- ----- #4 Ba1012° T!I 5 10 i7 T SECOND LAYER 5 ESIj002 5 /8 0' He --.__ ^4.71 29 r8" f` CLS 36 2 3. -N6 B.- _.. .. .._ 2193" (RE) CLS #6 9 0 j d 2� I 1., CLS 2. 5____ _ 1196" (LE) #6 B 6 /6 T ___, _ 2 LEG 6912° (LE) ___-------- -.- 5 8 -4, 9 _8 -. 2 LEG F 2 LEG F115 32 28 T - -- - -- -- --- /4 F121 36 28 6 M7 T I- SECOND LAYER 2- 799° (RE) g4 Ba1012" 28- ESIO - - - L " CLS 6912" (RE) --. _.. CLS f 2 )•'8 B - I I �" Bo1012" 5 f6 6 O'"4 29 8 -!r CLS C 11012° (LE) 5 I _. ,. .._._ 2 LEG C {,..... 2 LEG F116 32 28 6 $6 T -. -. J ...-. i ......-. 1 " `4 9912" (RE) ' 2LEG 5 ;p T f7 T _ 5 --- - --- r -L`+- - 1-- 5 Bo1012° B.. -. 0,N4e._ - - CLS 8a1012" Bo1012" .... _... 5 $7 T 1410"H 5 /7 T 113 2 LEG F117 36 28 4 #'7 T 5 - - -- 8 t 27,0" t 10'-4" - 8. B.Ir 2 LEG 5 ¢'6 8 i 1 q -s 51 2 LEG 2 #6 B F123 36 28 F104 - /4 - 5 --- r /7. T �_. #4 5_.}'6 -- - 0. _ 4, -1-j-= '_ 2 LEG 5 5 T _...-. 15.4° �. 148" _. I,1- _J..._.._....__....... CLS F178 36 28 2 #6 8 - #4 Ba1012" -1 5 3 17 T - 5 16 B I �� CLS 5 T 3 #6 B" F105 32 F124 36 28 -- - /4 - 5 ------ /4 Ba1012° -B -- ---- 7'L0, _. 2 LEG CLS CLS 5 jt7 T F119 36 28 - 3 - - - -- - - #4 BaI012" T 3 /7 T 51----' "' _.. - 899" (LE) 5- _#6 B - __-- 0'j,4,- 29'Er I CLS 6012• (LE) L L1 -. Interior Stirrup 4----- -- Splice - Type : CIa35A 0-25 x L 0-33 x max L.L1 0.33 x max(L.L1 STIRRUPS MARK v�' 1 SJf&t mat End Stirrup 0.10 z L 0.10 x L1 2 LEG B (in) D (in) Or Or a 05 o -5 -/7 SPACING 5 - --- 5 t7 T F120 36 28 T!I 5 JR T /4 Ba1012' 5 16. B 0' He -I F101 36 2 a ----------- _#6 B.. _ .._ ----------- �._.. _ I CLS #6 9 0 j d 2� I 1., CLS 2. 2 #6 B 6 /6 T _ .. .. ___-------- -.- 8 -4, 9 _8 -. 2 LEG 2 LEG 6 #6 T i F IJ��T 1 ,. 14 14- : - F121 36 28 5 i7 - g4 Ba1012" 28- - - - j4 Bo1012" --. _.. CLS f T 5 f6 6 O'"4 29 8 -!r CLS 5 I - 10i 4" 9 8 1 - - - 2 LEG ---� 6 $6 T ' 2LEG F122 36 28 f7 T _ 5 --- - --- r -L`+- - 1-- /4 Bo1012° -_ --- \.-.-- -- t ....-1---.'..,-.�_-. }4 Bo1012" .... _... 0,-4H_.. /7 CLS 0 5 #6 B CLS 5 - - -- 8 10'-4" - 8. B.Ir 2 LEG 51 2 LEG F123 36 28 F104 - /4 BQI /7. T �_. #4 5_.}'6 -- - 0. _ 4, -1-j-= '_ CLS 5 B __._. _J..._.._....__....... CLS 2 #6 8 5---- -1 5 iB T 14 - z LEG • -- - 9012" (LE) 5 T t L 8,-B, F105 32 F124 36 28 -- - /4 - r -4---~-- /4 Ba1012° -B -- ---- 7'L0, _. D, N4, CLS CLS Ba1012" 3 %7 4 06 T 51----' "' _.. - 899" (LE) I_____. 8` 4" 8' Sri 2 LEG ------ 7_ - t _ J 2 LEG 6012• (LE) 4 j'6 T T I h F125 24 28 F106 32 {4 aa01 z" t -- - +- --- /4 3 ................. CLS 709" (RE) 4 16 B 4 7 B B 0 4 29 I CLS 5 ----- 3 P B __-4 - -- Ba1012" - -- - - 2 LEG 5' -- - -' ---- -1 F126 24 28 ------------------ I : 2 LEG /4 8a1012' _._. 0•_ -r - 19'-B* CLS --•y-- - j4 4 /6 B 799" (RE) 4 (7 5 ----- CLS 6012" (RE) 3 /7 B --u" Ba1012" 10.-4. 9'-8• _' 2 LEG 6 T 1-- 2 LEG F127 32 28 - -- - ',---- I �-- ,-Z - /4 Ba012" 32 28 5 /8 T /4 -_.-.. 0'-° ---._ I 1' CLS 4 /7 B 0' N4•- -- ' 6 16 B 4 f7 B 1 r---r�--y CLS 1002- (RE) /7 T 14--0 9012" (LE) - - -- ---- 2 LEG -�, 2 LEG 5 if'7 T 73', 4- F109 T 28 - -- _,� - - - - -�' " ` -- jj4 F728 24 28 � 9 0 LAYER SECON... BalOf 2" - _.. _ CLS _-.. - 0 •___ _ ___._.__.. I CLS 4 27 1� 4 /6 B nor ,____ 1906" (LE) 4 (6 T _ __ J._ __ 2 LEG 2 LEG 4 F110 T... 28 - __ -- 14 F129 24 28 - - /7 T SECOND D LAYER -C !- #4 Ba1012" 4 j9 B .4° -.. 29'i 8" k- CLS CLS 3 19_..8. 4 #6 B F - 5j ----------- _ 106" (E) 5 -------- 2 LEG 6012" (LE) J___ -- .. 16-4- 9' 8" _ 2 LEG f 15_ 13' BT --- F111 32 28 5 -^-T T_- F130 24 28 _-T -_ -- /4 Bai ESI2 9 /7. SECOND LAYERn . 6012" (RE) 0'- 4° :. ,- I 19,18, CLS 4.-M6 B 5'--------- -------- ?--------- ! 2203° (LE) ESIjDO25 --- - I 6012" (LE) _. _5. ...13'T8" _._... ___ 10. 4• �_8, B•�--_ 2 LEG 5 (7 T F112 T 28 -_ ____ '-___.-- '__ _...._. X14 F131 24 28 37 ---_ --_--. 1 -. _- --_--. /4 Ba012" -4 #9 B --------- --- y ,-'-� 0 N4" CLS 5012" (RE) CLS 2 19. B 4 /6 B 5 f7 T 1 1.0 8012" (LE) 4 ._. '.._. ,I 13'F 4' 14'-B° 2 LEG 5 f7 __ -__ }___ 8. 8• '- � --_. 2 LEG - - - -- --1.-- - ---*- - /4 6 /6 T ESIj002 9 /7 T SECOND LAYER---r-�-2 F132 32 28 - --- -- -- 4 - - /4 Bal0i 5 /8 -8- 909° (RE) CLS :6 B L L1 CONCRETE BEAM SCHEDULE - BUILDING B Interior Stirrup Start Loc : 2,00 Splice I ---I Type : CIa35A 0-25 x L 0-33 x max L.L1 0.33 x max(L.L1 STIRRUPS MARK v�' 1 SJf&t mat End Stirrup 0.10 z L 0.10 x L1 Start Loc 2.00 0 End Spon 0 Interior Span B (in) NOTES: 1- PROVIDE AN ADDITIONAL (1) 05 BAR, EACH FAM AT MIDHEIGHT OF BEAM, UNO. 2. PROVIDE Or CONCRETE CLEAR COVER FOR BEAM STIRRUPS ON BEAMS PERPENDICULAR TO SLAB SPAN. 3. BEAM STEEL FOR BEAMS PARALLEL TO SLAB SPAN SHALL BE LOCATED INSIDE PERPENDICULAR BEAM STEEL REMARKS I -I CARMEL CITY CENTER PEDCOR DESIGN GROUP Architecture / Project Menagment 335 Ridgepoint Drive Cannel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fart) ,s\60y kc V. No. . 860325 i�` SrnATE OF WCOMAS a�xrux No®r �euwe �mw�rxm xn w.w� l KEY PLAN '- • SCALE: NrS vun eoanf Developer P E D C O R DEVELOPMENT CO. Project: W Z W Um C C ICU En 0 a� V Q- E CU W o0 75 U now BID SET B.200 Issue Date I Drawn By Checked By 12/04/OG LKM JAF ,- - Revisions: 5TEEL BID 5ET 5.200 05/23N8 Project Number 25051 Sheet Title: CONCRETE BEAM SCHEDULE Sheet Number. 5116110 CONCRETE BEAM SCHEDULE - BUILDING B SIZE REINFORCEMENT STIRRUPS MARK SJf&t mat B (in) D (in) Or Or a 05 o 1J C/ L/4 C/L 3L(4 Adj 'Span an SPACING 5 t7 T � 1`---_ 5 JR T -r - r4 114 8`. ;a _-. I• 131 2 LEG F101 36 2 a ----------- '4 Ba1012" 5 #6 9 0 j d 2� I 1., CLS 2 #6 B _ .. .. ___-------- 2 LEG T 1 ,. 14 14- : - 5 i7 F102 36 28- - - - j4 Bo1012" 3 f T 5 f6 6 O'"4 29 8 -!r CLS ---� 2LEG 5 f7 T _ 5 F103 36 28 -_ --- \.-.-- -- t ....-1---.'..,-.�_-. }4 Bo1012" 3 /7 T-� 0 5 #6 B CLS - -- 51 2 LEG F104 36 28 5 /7. T �_. #4 8a1012' 5 16BN4"- __._. _J..._.._....__....... CLS 2 #6 8 5 iB T 14 • -- - 9012" (LE) 5 T t L 2 LEG F105 32 28 3 #8 T /4 12012" (RE) -B -- ---- 7'L0, 4 CLS Ba1012" 3 %7 B 51----' "' _.. - 899" (LE) ------ 7_ - t _ J 2 LEG 6012• (LE) T F106 32 28 t -- - +- --- /4 3 /8 T 709" (RE) 4 7 B B 0 4 29 I CLS 6012" (RE) 3 P B __-4 - -- Ba1012" 5' -- - -' ---- -1 e99" (LE) ------------------ I : 2 LEG 6012" (LE) F107 32 28 --•y-- - j4 799" (RE) 4 (7 B 0',V 28r8 CLS 6012" (RE) 3 /7 B --u" Ba1012" 1-- 2 LEG 5 ---- } r----- _ - F108 32 28 5 /8 T /4 Ba1012" 4 /7 B 0' N4•- -- ' 4 f7 B 1 r---r�--y CLS 1002- (RE) 5 /7 T 14--0 9012" (LE) - - -- ---- 2 LEG 5 if'7 T 73', F109 32 28 - -- _,� - - - - -�' " ` -- jj4 Ba1012' � 9 0 LAYER SECON... - __ 9 - _ _. ,T -C _.. CLS 4 27 1� 1008" (RE) ,____ 1906" (LE) _ __ J._ __ 2 LEG 9012" F110 32 28 - __ -- 14 0 10Z_ /7 T SECOND D LAYER -C 806• 4 j9 B .4° -.. 29'i 8" k- CLS 3 19_..8. 2103" (RE) - 5j ----------- _ 106" (E) _ _. r- --. 2 LEG 6012" (LE) J___ -- .. f 15_ 13' BT --- F111 32 28 5 17 T_- _-T -_ 709" (RE) ESI2 9 /7. SECOND LAYERn CLS 6012" (RE) 5'--------- -------- ?--------- ! 2203° (LE) I ` 2 LEG 6012" (LE) _. _._. ...13'T8" 5 (7 T F112 32 28 -_ ____ '-___.-- '__ _...._. X14 37 T: 906' (RE) -4 #9 B --------- --- y ,-'-� 0 N4" CLS 5012" (RE) 2 19. B Bo1012' 5 f7 T 1 1.0 8012" (LE) _T. ._. '.._. ,I 13'F 4' 14'-B° 2 LEG 5 f7 F113 32 28 - - - -- --1.-- - ---*- - /4 Ba1012" ESIj002 9 /7 T SECOND LAYER---r-�-2 _ __ -._. --- -_ 2 • CLS 5 /8 B 909° (RE) REMARKS I -I CARMEL CITY CENTER PEDCOR DESIGN GROUP Architecture / Project Menagment 335 Ridgepoint Drive Cannel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fart) ,s\60y kc V. No. . 860325 i�` SrnATE OF WCOMAS a�xrux No®r �euwe �mw�rxm xn w.w� l KEY PLAN '- • SCALE: NrS vun eoanf Developer P E D C O R DEVELOPMENT CO. Project: W Z W Um C C ICU En 0 a� V Q- E CU W o0 75 U now BID SET B.200 Issue Date I Drawn By Checked By 12/04/OG LKM JAF ,- - Revisions: 5TEEL BID 5ET 5.200 05/23N8 Project Number 25051 Sheet Title: CONCRETE BEAM SCHEDULE Sheet Number. 5116110