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HomeMy WebLinkAbout025_S409 - SECTIONS (Const Issue 7-22-2010).PDFL5x3x3/8 w/ 1/2"f�x6" HS COMP SLAB @ 3'-0" OC T/SLAB +8' -1" 4 ' � a a •4 _ •' � � a _ • - - _ . . — — TI� � : : . - _ +7'_g„ .Q. d `d B , a. a , 4 ' � . a - o.- ,' a °. , - . ; ° e, '°; , Q 3/16 2-12 . Q • .a , _ a . -� " �° ,'_ L3x3x1/4 w/ .- a ` ° ' 1 �2��XJx4�� H J � �p.' �! , , F . . /� l�1�011 0� , 4 - " ° `� L - ' ,, d �- � Q � � CONC WALL (CW) .� .. �_:.a;. SECTION SCALE: 1 " = 1'-0" BASEPLATE — 1 1/2"x2'-0"x2' 0" I � N - I �,o , _ � N I � � I CV I _ � � � � � PLAN DETA SCALE: 1 " = 1'-0" IL B.5 C.7 1'-2�� � �_2�� 1'-0" 1'-0" n n i' ' i' � 0 0 � ) � COLUMN REPAIR PROCEDURE 1. REMOVE ALL LOOSE CONCRETE FROM PIER. 2. INSTALL (4) NEW 1 1/4" DIAMETER HILTI HAS RODS WITH HIT-RE 500 EPDXY, EMBED MINIMUM 12" INTO SOLID CONCRETE. 3. INJECT ALL CONCRETE CRACKS WITH _ H1LT1 C�060_CRA� INJECTION SYSTEM BEFORE GROUTIN�G TO UNDERSIDE OF BASE PLATE. I i(4)1 1/4"f� I�ILTI HAS RODS EMBED 12" �w/ HIT-RE 500 EPDXY I � EXISTING 1 1/2"f� EPDXY ANCHORS I � _ I _ 6 � ORIGINAL ANCHOR RODS CAST IN CCiNC, CUT FLUSH WITH CONC, PIER � � � PIER I � _ � E.3 E.5 4'-3" DEVELOP BARS INTO WALL 54" PAST FACE OF PIER COLUMN � #4 "U" SHAPED TIES @ 6" OC EPDXY EMBED 3" INTO PIER AND 3" EXP JT WALL BELOW w/ HILTI HY 150 I (2) #7 T&B CANTILEVER I (BEND TO FIT AROUND COL � FOUNDATION BASE PLATE) T/W +0' - 0" I #4 TIES @ 6" OC WALL STD HOOK •--� -- �— T/P -1' - 0" CONC PIER (P) ; � r � COLUMN i 2" I i I � PILE CAP I I I j j $ I I � � a •I d \, I .. ' 2�� ° \\J' d �J �J \J ��J T/PC -1' - 4". � V ' . . V_ ' - V ' ° V • tl ,v . V . � _ . . -a . . a .. Q � , a . - . � _ - .n _ = 4 _`'a� ` ` _ a, a - _ .A ; 4 , a; - . a . : - dO�' ,d ` , Q' _` , - ._ .. ' . ° , `° a ° - _dn. .. , ' , ' v ;. . � , d Q <• � ` ' . _ , 'O d . . _ - n- dQ a. , . - . . � ' , d' ,a , b e� . �_ -a - - ° a �e. - a'. � '. • , d_ -¢- �" e � . _ . 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' 4 . d . • a d ^ C , _ ' � " . _ . • �d a . , d_. _�Q. - o . - - a . � p_ _ ° , -. .a a a � , -. � ° . - - . ° ' n s7 _ ' - , - , a ; - a , . = a ' • a o, Q _ - �, , . . _ Q • a � a �� , ; , , ._ ` • -- _.a °.,� da _ ,d.,a , � - - . _ � 4 aa d" -a , . -. - �` � a � ' 4 9 '• _• ° � • _ ' . • _,� , � •_ ' - a d °- _ _ - ° - - - a ,,• . �- . - ' d O _ , � d PILE � 4 a - ' COLUMN FOOTING (F) SECTION SCALE: 3/4" = 1'-0" SECTIO SCALE: 3/4" = 1'-0" B.2 SEE PLAN 1/2" EXP JT MAT'L COORD LOCATION w/ 2'-0" � DOOR THRESHOLD #5 x o @ 12" OC SEE ARCH M EXT SLAB SLAB T/SLAB -1' - 0" - � a - ' � Q' :v- . - - - �a � ° .a , ' •�a ,Q � . - . • - - ' _ . � , a . ' , a,- • : _ _ ,� . e' - a 4.. -d 4� T/W-1�'�n aq �' - - COMPACTED FILL ° " Q � _. a- ° � _ � , dd - ' � d I ' �° � _ CONC WALL . ' , � ' (�W) ` � - _ 4 a Q ° , ` -'� 4- a^ , a a ` _ d 4, ` , ` � Q< ._�4 - �a ° � a ` °� "4 � =e - �- � d. KEY a� ' • v ' - - d' d - � " T/F-5'-p" a , . a a , . ° - " �a - '6 C. � . . . , . ,c - ,- a.-, d�' ' Y _ ; , - ° � tr. ._" m d� 4a - - . • �a , _ _ �- � ,a WALL FTG (WF) �.v ; " . o - - - 4 4 ` 4 . . • " a , _ p 4 . ° , �� ' a ' ' a�, . � �- - d � G • � . - - , a , , ' • a �d - . 'a , . d , . - o � l 10 SEE PLAN VENEER - SEE ARCH I 1/2" EXP JT MAT'L i CFS FRAMING EXT SLAB I I 1/2" EXP JT MAT'L � SLAB - " a' a. � . >Q ` _ � ° .a , - • . � � P`� � - - � e .� ' � a, - � � ' Q d �� � a, _ - � - I I' � . _ a- ,- aa - � a� _ .-a.a- a . a- � ' d O • ` ' Q' COMPACTED FILL qa �- a�'" �� i SECTIONS SCALE: 3/4" = 1'-0" T/W -1' - 0" . .�_ �Q ., - '-. ; � ' " CONC WALL (CW) . S • a v - - �• .d. � � d . a_ . � _ . , . , a � _ -�a 4 , ' Q, a a � _, Qa - _ 4 " � d _ _ •- . a �� � - � ' PERIMETER DRAIN 4 . d =a �a ' , , "a '• _ -• a SEE CIVIL KEY - � _ -a " . a ` �� I • d. � � °° T/F-5'-0" a _ ,a �d - � _ . . - , a a, d ~ � ° �^ � o ._�..• , , ,_ . � �� - �- a°" � °' • �d _ WALL FTG (WF) _ -- , _ _ �. 4 ' a ' _ `- ' ' • , a . . _ -Q Q � ,� . a $ p " - .: = a- n • d - 4 - : , a .. - - . ., a _,_-0 � = "- :- 4._ ` -- . �' � ` - `' . VVIVV VVlILL 1VVV� P LAN D ETAI L SCALE: 1 1/2" = 1'-0" 1/2" EXP JT MAT'L CONC SLAB � : ' ' ` CFS FRAMING � � T/SLAB • a a`d , .-- ' • d � — — —+O�-On � , - , a o . - 4 �, �J• -: Ila a- �Q. a ' .', = ; - � VENEER - SEE ARCH _ 4 COMPACTED FILL - � - , T/LDG a S ECTI O N SCALE: 3/4" = 1'-0" S ECTI O N SCALE: 3/4" = 1'-0" _ �- -` - - +(SEE PLAN) " ° - i I � � i i r� • a - , ; ` ` a' — I ; a ;d . .a . _ a •. • . . . a a . �, .` a d O• •_ _ N_ .. '� `v a- � - � - ` d d a cd ' - _ - � ., a , . . -. - ' 4 ' , ., .a _ � _ •-� � ., - CONC WALL (CW) d d_ _ d - , d ' , a � . - " � ° � 4 DOWELS TO MATCH 4, - a � • WALL REINF d a � O •, - a . a _ �-a d' � " • ` PERIMETER DRAIN _ �° `' q - JEE lI�U�L KEY � � - .� a 4 . a ' - a, T/� ' ° �' -� - ' - - ` � . a � �° - ' . : . -,- _ — _6, 0„ - ' �° ' ad ' , ' ° . , n ' �a . . . • _ a - - a ° , ' _ , - - � `` , • ' _ 4 ° a ° - . . , - ' ' - - Q . ° e r , a a . . ;a � . - . . •°° , ` .a -�. : . a _ • " "'°- WALL FTG (WF) e , � - � �- d - , e a Q 'a , a ' �d - - .. 'Q . - , a � � , .p _ _ - - , a 0 _ '� • a � ` � � d o , ` � - ' . , ` � � - a d a ,- _ -a • ° . . '_'e. . , d ' _!p - � � 1/2" EXP JT MAT'L ; I I CONC SLAB ' I I : I I CFS FRAMING I I ' T/SLA� .- • d • .. ...� a' — — — — +0� ' On a��,;.; , �._ _ - . _ a II,, �;a . d ,� o / . a_ - � � . Q �' VENEER - SEE ARCH a• . d. _ `d _ COMPACTED FILL ', _�'� a- � . _ , a 4 : o _ -a . a _ ` . •� °' a -4 �• o • ' , d , a _. ' ` � a 4 " e a d a a .'° -- �. ,q _,a' - - � ; ,- . • CONC WALL (CW) ' �� _ A � v v d " ° - • ' �°�' � - - - PAVEMENT- SEE CIVIL , . a o ' �� 4. - o . 4 ` ' d � ` d DOWELS TO MATCH - : '- ' _ � . - : "'� ° ' WALL REINF a a = a ° ".a ' � _ �_ a _; . _ -- .a . . �� a •- _ Q \ a _ d ' ..d � � _ - PERIMETER DRAIN -•'a � JEE li�U�L KEY a . � - ' d o• a T� -a q ", . 'e . a d � .; , _ _ - , _G� On . - . 4 • y . _ . . Q� - . . �� ' a _ _ . 4 ad 4 � `" • '� ' - ` � _ , -, . a a 4 a _ , - � - � - . _ - -�. � _ . a _ �.9a a ° WALL FTG (WF) a a a - , ' Q _ _ . - ' " � . � '-4 _ - - q , a a � � - - • ;a . � .., a , a .._ ,e - , a . , . 'q . . a ' ' ' . -. � a. ' . o ' �°- . , a o - - a _ , _ - n' , . - .d ,- 4-�' • ° ° - a " 'd ° °, a.a •�,4 _ �., P a _e' aad� _ 4a, �,'n`• .� _- , `�,' . . d' y � . , • •, • . -d d ' , O � � . , '_'a- -' - _ , ° a_ � -d . . ' ° ' - 3.3 SEE PLAN CMU WALL (MW) � I i COMP SLAB I � T/SLAB� ` _ • �d d • — 01 � 011 �, .. • ' �� p a . � - a-�� � T/SLAB-0'-41/2" � � '<° _�__-� . d - , ' � ° - a: • � � " - � /° d a- ./�," � a , e , ` , . a . - -• d' - L5x3x3/8 CONT w/ 1/2"f� x = " 6"HS@3'-0"OC(BSOF .� �°�"��� � L5x3x3/8 CONT w/ 1/2"f� x a ° _- 40'� a ANGLE) 6" HS @ 3'-0" OC (BS OF . ,a ,. �_ . � � - a, ANGLE) °- • . V �� a a-. a. , o . 4 a ' �_ - - •a , - n d . `� o- ` Q CONC WALL (CW) - � ' �a d . d � _ a . . �o . __ � a -• , d °• .'43 .' � H 'a - "" M L�L� (4) #5 ADD'L REINF ` • ° � �_• Q = � � n �� � � EXTEND Ld PAST OPNG i:' - a�` 4. �" � 0° , •�a , d_ ' 4 - - � O �T/OPNG - • - � - +(SEE ARCH) #3 TIES, T&B S ECTI O N SCALE: 1" = 1'-0" COMP SLAB . . e. , _ _ , �`y = ; � , - a . - � /aT-/ �� _ � � • , - . . a . , a . d � d �Q e . - � d � m 4 a^ �.� ' , �� a 9 - _ �a � a, ° 4 ,_ - - a � - aa '. _ - � CONC WALL � - '- • � -` a-� a � � � - ��W) _ - a" �, a ' , � "a '_ a °d• 'm c 4. -', . /I� � n S ECTI O N SCALE: 1" = 1'-0" UL/'11VI L5x3x3/8 x CONT w/ — 1/2"f� x 6" HS @ 3'-0" OC �? a .- a _ : • - a _ . O � Q .a ., . " 'a d. a ' CONC " 6'. �4 ° ; � WALL (CW) ' • o : ', - , _ �,a i a� ' a._ -. - _. . , . , aa - a ; d; ; .. � �. -. P d ` ,d 3/16 V 2-12 T/SLAB -0' - 41/2" T/W -0' - 91/2" L3x3x1/4 CONT wl 1/2"f� x 4" H S @ 2�-0�� 0� Owner: CARMEL THEATER DEVELOPMENT COMPANY 117ll North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: �a. �.�.... �.�. � �. ��:..�� �..� � �� �� �� �..��`' �� PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCC O S STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax OFFICE BLDG 7-C-2 PARKING I6, GARAGE c� 7-C-3 � 7-C-4 E.C. ---------- UNDERGROUND — DETENTION 7-C-11� KEY PLAN SCALE: NTS PLAN NORTH Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID PACKAGE NO. 4 Print Date: Sheet Issue Date: 07/22/10 12/22/09 Drawn By: Checked By: LKM/njh/KLS JAF Last Revision Date: No. Date Description O 01/22/10 Addendum #001 03/24/10 ESI #002 O 05/25/10 ESI #006 07/20/10 ESI #008 O 07/22/10 CONST ISSUE SET � � � Project Number: Parcel 7C-1 Sheet Title: SECTIONS Sheet Number: � � L �. � ME129019