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HomeMy WebLinkAbout023_S407 - SECTIONS (Const Issue 7-22-2010).PDFHSS2x2x3/1 E FOR REMOV FLOOR PANI REMOVABLE BEAM 3/8"f� BOLTS IN OVERSIZE L4x3x1/4x1'-( EA SIDE, EA BE CMU WALL (MW) DOWEL TO MATCH WALL REINF COMP T/W +0' - p" SLAB ` � ° � � d a a ��- � � r� . �� , _ ° o � a a a '� e �= - o �- ' � , � L5x3x3/8 � - CONT w/ " ;� : . 1/2"Q�x6" HS - � ° @ 3'-0" OC o -, � a a �°�-: .� n � - . a' 1/2" EXP JT MAT'L - $ ,'" ` �' . :a' SLAB ; Q � _ a' , a - • - T/SLAB -3' - 6° Q- - . - . -a b � d ; . . . _ � d d. a�- - ' ° a �a a �-;4 - d _ aA ; . COMPACTED ' - � - FILL � ` , a ad a CONC WALL (CW) °� �, ,a- -- 4 =a a : a ,- B da SIMULTANEOUSLY , -. BACKFILL BOTH a, : QQ SIDES OF WALL a Q.-� �� - '°_ ° - a�' : a _ � -�° � _ n ;40' 'd SEE PLAN � Q d ' ,. a 2 . . � DOWEL TO �' ., - 4.- - MATCH WALL � - - REINF (TYP) - a � `d PERIMETER RAIN ,� . d = - KEY SEE CIVIL a d � � a � a m , 4 - _ � ` a • . • _ 1 a 4� a _ - °- :aq a , , . ; . , a ,4' _ � .°� . 4 . . _ n _ a _ - , u� - � , �` . " 4 _ a , , a , � :� a- , a . ' 4 ' - ' � � . - . � . : ,a; 'a,' - . . - . a a�' , a � 'a . , - - ,a • ° , a' , , • . ' _ , - a _" a , Q ,.a�- " - • , a • . - - a a . , - - • ,_ - a 4 m� - - ..- ,a - a ' - a `d '-° - ` ba , a� . �. • - : ' - � q `, . =a a' d a _ � ; � ° •• . - .o e e , a- , ._ , _ _ - a , _ , - . . . 4 n_ n v . , -�q, ` a a- •- a - 4. a ; o . _ �- a ' - a�"- -- . •_ 'o. - , .a 6= • a - • , aa - • a• . � d _ - . Q � d . .O ` - � - , ' . � d d . �B , Q B . _ ` �Q � ' Q - d . , . O . SECTION SCALE: 3/4" = 1'-0" S ECTI O N SCALE: 3/4" = 1'-0" i � Tnn� n� c�� � RX WATERSTOP KEY � SEE PLAN L5x3x3/8 CONT w/ 1/2"f�x6" HS @ 3'-0" OC HSS2x2x3/16 FRAME � FOR REMOVABLE FLOOR PANEL T/SLAB -0' - 41/2" 3/8"f� BOLTS IN IN OVERSIZED HOLES L5x5x3/8 J . 3/16 2-12 ' 3/16 V 2-12 COMP SLAB T/SLAB -0' - 41/2" ' 4 , s _ a a � . � /�� �- �J• � _� a - 4 a 3x3x1/4 CONT w/ S ECTI O N 12"f� x 4" H S@ 2'-0" 1C SCALE: 1" = 1'-0" L5x3x3/8 CONT w/ BEAM 1/2"f�x6" HS @ 3'-0" OC CONC WALL (CW) CFF PI ��I S ECTI O N SCALE: 1" = 1'-0" TIC�I AD �l1� 11�� T/F -11' - 0" S ECTI O N D SEE PLAN i L5x3x3/8 CONT w/ ME CMU WALL (MW) 1/2"f�x6" HS @ 3'-0" OC L5x3x3/8 CONT w/ COMP SLAB 112"f�x6" HS @ 3'-0" OC - -e �a- a T/W -0' - 41/2" "_ ' �" _ ��, -�J`; � Q a= ' ` a, a� �•- � '•a a . . v, a � ..d REMOVABLE ' _�� � a � � a-` -� BEAM - CURVED p � - - � - ,- • o 0 CAP PLATE 3/4"x10"x6" o ' a. e" � )LES � � w/ (4) 3/4" BOLTS -- � ° ° � ° ° CMU DOWEL TO I I " �°�: '- MATCH WALL REINF I I HSS COLUMN (REMOVABLE) ' °a, -. �� CONC WALL (CW) I I 7"f�x6" BLOCKOUT IN CONC BEAM w/ EMBED �'— 6' I w/ HSS5.563x0.500 SET IN PLATE (BEYOND) -_�' �p =� , _ I I NON-SHRINK GROUT, HOLD _ `- ° = ` �,, � 21/2" MIN PIPE AND GROUT DOWN 1/2" (4) #5 ADD'L REINF d. a-� -• �� I I EXTEND Ld PAST OPNG - �� 0° I I '°a °���° SLAB �T/OPNG a � I I +(SEE ARCH) T/SLAB -3' - 6" • - � , o. , �� � a: - aQ - , , � o ;_ #3 TIES, T&B �� 4 T/W -4' - 2" . a a .a a - 4 '• KEY ` _ �1' - p„ d °4` e; d a� _� '� a CONC WALL _ aa (CW) . d a � a -• ' a-, a_ ° % a � a = a 0 4 d ,' ' ' DOWEL TO MATCH `a� WALL REINF TOP � " � 1/2" EXP JT MAT'L , _ ,� � PERIMETER DRAIN CONC SLAB : ,, �- SEE CIVIL � d - V _ CONC SLAB 4�' _ WALL FTG (WF) � tl � T/F -10' - 0" ' . . � ' _ a � . '- a d • , . a' ' • _ . .. _ , . ' - a • 4 . - • ' , - a � / 'a • _ ` _ a . ._ , aa' , a � a . . � a d. " i ,� _ �� ���, 4�� '� d��a_ a - a�. � � / •- v p � a a a' ' " • - .a , _ •a" ;r' ' a � - • °�'a 'a d • _ ' � -. r � -� " •Q °_ � a _ _a - ° - � Q - � ` I- • _ - � � • a A �1 . _ _ - - ° .a_ - Q a a - • ' ' , - ' - - - " . - -.: 4 � a � a•. ' ,w ' . ,_ , . _ >_ 6 _ ' a ._o ` d a_ , - ' ' . , _ • d :o ' . • ° , a a o_ _ 4 � r i � ' a" , a a, a. . `"a- a 4 . .� ' ' e . - d d . �• . .. _ - , a = d �� ' a� ; _n - �a , . . _ , � . , o : . . , a_' 4 : Q, a- a - ' � _.a•- -0 q ,d, " a. � , a - � _ - �. , ' . . . _ a- , , d,. �4 a • - _- . ,a. _ MAT FDN -. - _ . -. - " � " � � ._ ° - - - , aa . 4 � ° , , ' , _ _ a . - •"�a. 4 _ 4.a ,•.n � a . . . _ 4,.° d� ` a� 4- ;aa . 4 ` a ` `� . • ' �, . a'd , . (6� � _ - -d .. �, y Q. . ' , , a' ' a . �" ' , aa • , _ •- Q, a. _ . ° , . • e Q a _d ' Q . . - - _' • °ad " ,! . � aa . � • a " • _ d -. • � " • , a . • �, ° ;' - , :. � - c - , a : • - � _Q � • � " , .,a.• . . _ _ _,o'_ . - ,a • __°, _ tr;• • a• .` • °, ,d _, _ ` a , _ - • 0" EOS ~ L5x5x3/8 7 ._ S404 COMP SLAB - - . - a . a , .. _. -� .a � �' • I'�'6 °;' �� -� '� , _ �°� ° ` �� �, ��� �J �� '�6 � � ro a� a�d- - . d v, a, - o.a �o .d - � _ _ . a. �O � O O O �%/ O O L5x3x3/8 CONT w/ — 1/2"f�x4" HS @ 3'-0" OC COMP SLAB � T/W -0' - 91/2" 2�_0�� #5 x o 12" OC M CONC WALL (CW) Tnni �n� _ n�� CONC WALL (CW) 1/2" EXP JT MAT'L SLAB T/STL -(SEE PLAN) •- � WALL FTG (WF) SCALE: 3/4" = 1'-0" DOWELS TO MATCH WALL REINF CMU WALL (MW) — MAT FOUNDATION - S ECTI O N SCALE: 3/4" = 1'-0" � BEAM L8x4x7/16x0'-8" @ 32" OC w/ (2) 5/8"f� HILTI HCL SLEEVE ANCHORS CMU WALL (MW) w/ 2" EMBED — HSS2x2x3/16 FRAME FOR REMOVABLE FLOOR PANEL � BEAM - CURVED T/STL -0' - 41/2" (BEAM) T/STL -0' - 91/2" (CHANNEL) � 3/8"f� BOLTS IN OVERSIZED HOLES CAP PLATE 3/4"x10"x6" �w/ (4) 3/4" BOLTS CHANNEL - CURVED EMBED PLATE HSS COLUMN (REMOVABLE) � 1/2" EXP JT MAT'L SLAB T�ci nQ �n� n�� DOWELS TO MATCH WALL REINF — KEY PERIMETER DRAIN SEE CIVIL . T�� n� n�� 1'-2" COLUMN I I CONC SLAB I I � #4 x 1'-6" DOWEL @ 2'-0" OC I I w/ 6" EPDXY EMBED I I T/SLAB -10' - 0" " I , - ._ 0 9 ., . �b . . _ a' a a� a o ��• . - a - . 4 � • _ _ � , -d� d- � . - a . . , � ' a .. � " .d ' fd • � 4 1 d� - _ n . . - • • � - O " - -d- ��� � = � � - - SYNKO-FLEX WATERSTOP IN KEY 6" HSS2x2x3/1 E FOR REMO� FLOOR PAN L5x5x3/8 (BE 3/8"f� BOLT; IN OVERSIZI REMOV BEAM BEA S ECTI O N D.3 SEE PLAN� I � SEE PLAN CMU WALL (MW) i CMU WALL (MW) L5x3x3/8 CONT w/ 1/2" EXP JT MAT'L 1/2"f�x6" HS @ 3'-0" OC CONC SLAB TIW +0' - 0" TISLAB� .n�� .d� ..��� • _� c '- , ; �_� �. ��� �.,� T=�� ��. ` +p� On - , _' - _a Q - ' a� , a . L _ a I •�• a CONC SLAB � . e - -a � � CMU DOWEL TO - ` � ` - - �T/SLAB � ) �"° -� , ��- MATCH WALL REINF a. ,� + SEE PLAN "• a�.a ". - � -� �T/W L3x3x1/4 CONT w/ ;_ �� i °' CMU DOWEL TO -(SEE PLAN) 1/2 f�x4 HS @ 2-0 OC a� �p_ ,.. � - a�_- MATCH WALL REINF BEAM w/ EMBED � �' - ` �-, - P PLATE (BEYOND) . � � 4 � = PERIMETER INSULATION - SEE ARCH CONC WALL (CW) " Q �- - � .- � ` ` a_4�' a � � Q ° ,_,e (4) #5 ADD'L REINF . 9 i m a � . = ; � � CONC WALL (CW) EXTEND Ld PAST OPNG - a_ ,� - _ a-. = �T/OPNG " _ g_ �- KEY +(SEE ARCH) ; �� � � � �T/F a• ' #3 TIES, T&B - a ; � ro � � -(SEE PLAN) i � - � _ a-a -, a CONC WALL , - FTG (WF) � Q � _ � ° CONC WALL (CW) - "a a ,_ a: � d` � a ' SCALE: 3/4" = 1'-0" 6 , SEE PLAN CMU WALL (MW) i BEYOND COMP SLAB _Q_ . . T/SLAB -0' - 41/2" ° �_ a ;' _ a � ;��, �� ° ' a _ - -�-aa' a 4 4 'a"+a � L5x3x3/8 CONT w/ 1/2"f� x .�-,- - 6"HS@3'-0"OC(BSOF �- •a,� " -,, . ANGLE) � _ = � - , a • � -d ". � : CONC WALL (CW) . 4a. '-. 6 � • � SEE PLAN I INTERIOR SLAB EXTERIOR SLAB � 1/2" EXP JT MAT'L �EXT SLAB - SEE CIVIL COMPACTED FILL 1'-6" #5 x � @ 24" OC II �I I - ;� � �-� TYPICAL SECTION AT ENTRY -� . � _._ _ °'- � -� ,. SCALE: 3/4" = 1'-0" p A I 'Q , d `' ' g 9 ' O e '¢ �`' e .a I _ ' a - -d � - a , p 'o :�a�, : - REINF, MATCH WALL . -a � ; a • _ SIZE AND SPA ;-.a i -� : � DOWELS TO MATCH a - o, WALL REINF KEY . - RX WATERSTOP . .d� z ° 1/2" EXP JT MAT'L ' PERIMETER DRAIN Q � 1/2" EXP JT MAT'L i CONC SLAB -- SEE CIVIL w �� � �4 T/SLAB -10' - 0" � � ��•4�'"d�`�,I • •� - ° a �� i o- ,� o• _ - a - _ - �' d- a '• : • '� b � �a a.. "Q,a- p _ . - . . e o -'I , a_ e - I a , d4 - , a'_ .• a' -' a 4 � � F � - -� -- -. . T� 5 . ., -Q - . . . � . _ � , _, -• o — 4� - -dq. � — _ - - .. - - • � -� a ��. ' -10' 8" - a� - ,• . 4 . _, d� . . 4 a ' • �d . _ . -. ` � a' � • �`a 4 ,d -9 a- 'I4 • � ' da - ` 4 ',°" n a° • a• 4` a,. - - E3 4 ,' a • a , - - ` ° ' - ' a� • a °�• �a 'e ' � � • , ;4 . -. - � , a _ , . , _ `Q , a ., d . . - - • ' .d � ;d ° _ - � � 4 _ a a� a _ - - , ' _ � ,-° Q a� ' c A ` � d - a . ' „ . _ _, - � z • •� , , . a�d - ,A � O . . . _ -• d a � d� - -' a - . . Q ' -a • . ' • �d- . .. `- .- � ., a ' • ' • ° -, - v . - ' e - � a 4 .a J a' " 1a Q . o _ -' d , o '4 _ _ a � `d q � _ . ' ' ' „ 'R� . . _ p . � . "• a, QI e � ., a • a ` ' , , d - : - • -- _ _ - , , - - - �I a - , , Q' , , a . - - , aa ° - - w � ' • - - a �eQ _ a - a a` . .. , q a ' a `aP , a " a` w ' a, ' - • - ' . ° _ ' ' ° ` d - - Cn a . - _ a - n . • a d', Q •_ ; - � ,, ` ' r� � . . ' • o a- , a. _. ♦ _ �a , - " a ` , _ p Q a . a - . , ; _ a 4 n o a , 4 .I � a _ � , - • e , tr' ` e ,• p � , a _ � , _ v a _ a. d_ a MAT FOUNDATION CMU WALL (MW) BEYOND T/W +0' - 0".� CONC WALL (CW) BEYOND PLAN DETA SCALE: 1" = 1'-0" IL CONC WALL (CW) PIER REINF 0 w _ U � W L.L.� � W N � � L.L.� d PIER (P) CONT WALL REINF THRU PIER 3.3 SEE PLAN CMU WALL (BEYOND) L3x3x1/4 CONT w/ 1/2"f�x4" HS @ 1'-0" OC (OR 2 MIN @ DOORS) CONC SLAB COMP SLAB T/SLAB� , -a-o . _._ - . +p'_p„ T/SLAB -0' - 41/2° _ � ��� - �-Q ;- - . . _ - _ o� a _ a � -• - ' - - . ,� -,-='�,• , a=; _ ._. a' a _ ,I . ` � " _ T/W -0' - 91/2" a- = a L5x3x3/8 CONT w/ ''; °-, °°`'` #5 x 2 0, 12" OC @ DOORS -, ;_ • c? LL, i L3x3x1/4 x CONT w/ „ „ ,_ „ 4 (4) #5 ADD'L REINF �-:' a�a a �� 1/2"f� x 4" HS @ 2'-0" OC 1/2 f�x6 HS @ 3 0 OC ; " M "• �a-°° � -, a , . EXTEND Ld PAST OPNG ° � � : 0° #3 CONT � • ° CONC WALL (CW) a � a _ � �T/OPNG ° � . _ , - . +(SEE ARCH) L8x6x7/16 (LLV) w/ 1/2"f�x6" HS SLAB T/SLAB -3' - 6° �- r ^ -9 ' . ' @ 3'-0" OC, w15/8"Q� HILTI HLC - - -..a°°' °fl '. aa • - a , ad . _ � - - � �i - �' . A�� /�`� #3 TIES, T&B SLEEVE ANCHORS @ 2'-0" OC a '� �� �� ��� � � - d _ : - e- � a : _ °�_- a�; • a , _ - - a ,a a. _ a .. � I /W '4� ' r�n - - - - - - a` , L _ a, a• ' ' KEY SECTION � -° a #5 x� 2'-0" SPA TO SCALE: 3/4" = 1'-0" � ` � MATCH 1 1/2 20 GA, GALV - ' COMPOSITE DECK W/ a= °' WALL REINF a 4 a 6x6-W2.9xW2.9 WWF - � d aa CMU WALL (MW) - i _ _ GROUTED SOLID - � a � .4 c L5x3x3/8 CONT w/ �- °`� ' • - 3/8"f� HILTI KBIII @ ,. - 2'-0" OC _" 4 `-� � CONC WALL (CW) � ,� �_ ��- I �, � . _ 4- a4 . q . a �� -.Q i __ "� ° � t SEE PLAN COMPACTED GRAVEL � ' d --,. ° �• � ° DOWEL TO MATCH 1/2" EXP JT MAT'L g"_ - WALL REINF � d a RX WATERSTOP S E CT I O� i � 1/2" EXP JT MAT'L SLAB °° �-4" T/SLAB -10' - 0" � . SCALE: 3/4" = 1'-0" T/SLAB -10' - 3" - � ,,,�-� � °,�, �---�� KEY : - PERI ETER DRAIN _ � __ -. , ; d, . _ , . , . .4 , . a , _ . a .. _ _ 4, . .a = . °°� , a . . - , SEE IVIL � o� 4 °' - .� _ - ' - . d � d . a4 _, s. _ _ ` - ," , ' � 'a . . , a. _ _ ` „d �d a � . _ a . 3.3 SEE PLAN CONTROL JT CONC SLAB COMP SLAB T/SLAB "" a - - d a,d. +0�' On ' • • ��- -� ��-.r-�� �- °' a o ' _ T/W -0' - 5�� - . 4° � ,.a : '_ ° - - T/W -0' - 6�� a �a L5x3x3/8 CONT w/ + � - 4' . - 1/2"f�x6" HS @ 3'-0" OC � - � 2'-0" '� a # 5 x o 1 2" O C -•"r �� M 4` " `d . _ ,, - CONC WALL (CW) _ -, - 3.3 SEE PLAN - � - � � ° �� T/F -11' - 0" CMU WALL (MW) a ;6 _ 1/2" EXP JT MAT'L . -. a _ . 4" s- � _ ��o •. 4 _ _ : - .; d ° � - a� o_ . � ; ', ' - _ 4 . - -• = . ; � ° ; . , d . a -d_ � , - a-�� : a - -, , . .�- � _ _ : o , L5x3x3/8 CONT w/ a - ; a •� ' _ ' - ' ' ° d' _ e ' ' • . , _ n ' a . ? - ' d o _ - . 'a ' Q a . • - e -6 - ., " a �� , � _ - . . a�_ � a..a - a . �- -4 � _ - �� - � � a : d .- - _ , � a.� - . � - : � � =' 1/2"f�x6" HS @ 3'-0" OC COLUMN (BEYOND) � _ . _ _ _ � �ao - � _' . - • . - . ,a � �� . _ . , . , . . • ° _ � °� . - ' , . ` _ = � � . _ _ . � , - _ ° . � ° °, . _ _ . . , (BS OF ANGLE) a : _. o d , - '•a ` ` , .a ' . • o �a , '�.e - . .Q' 'o,' ' a .. � ' - � a • � ' . 'a,a 4 e a ' . � a ' � _ •aa� , a _ .� _ 9a �a, � a a., q,� , _ � •a. , a • . _ , ad a, e ', ._ .a , _' Q, �a .e nv -_d6 ' -` ��f �, a ° - -a : °•,_ .- " a a= .da,a n ` 4"d _ ° - e _ a a . �,' ,° • , o ° a_ , -_ ea ` -°� " e-_- .'°� CONCSLT/W&SLAB � . " • . � - . ., , � 4 - "° , _ ` . _ - . - _ - . . - _ ` . _ . . ' COMP SLAB - . a�d .,. , a� ` _ d- o � a• Q a a_ - a . • a_ , d , � - �a •o'a � a-a - ' o a - ,d , 4 � a aa[j • • +0�'On a _ . , , , •_ . _ Q , . a. _ , , . _ a, a , - . 'a • . 6 � , 4 , e tl °� er a�a - - a .' a . i ,,a ; ;,di � a � . , 4o-, ` 6 N 4Q d � a' � = _ , a d _ � - " a ' , q ... - . ' a T/SLAB -0' - 41/2�� , � a a - � ., Q a ' d� - 4 a' - d . - _ - - ' 4a �_a � , , a ° a d v p 4 Q � a 4 � a � a �< � ��, a •d ° T/P -0� '�n • ' ' a � ° ' e a , - � � _ - - • Q . � a . . a ' a , ' . � ' d ` . _ a• ' � a ' _ • - - ° a 4 - ' - q ` v ' , �p _ • o � a a • • -. - - , a. - � ° ' -� , ._ -' _a c d • � � • � � ' - -` . -•4 . ,a v , _4 - _ . � a, a _,a - 4. . . _ o ° � - . _ _ _ _ d, MAT FDN ' �- � � d a � d ` � I� S ECTI O N CMU DOWEL TO p_� �. �; 7 MATCH WALL REINF •��°°- `-- - COMPACTED FILL SCALE: 3/4" = 1'-0" • SECTIO SCALE: 3/4" = 1'-0" T � 8 a a • � �- ° � _ A PIER (BEYOND) CONC WALL (CW) - " � e � g .o , a 4�� a_.a � - . • Q .. . . . ^._ _ . , . �. --• �• • � . � ` / ■ I�1 ��� �7'�� • / � �������� � ■ ■ � ■ � , Y� �.Y� �:Y !:�:��.:�:�; / � �7 := ',�7 i�iT.�7 . . � � ��.�:��.����.�: r,i.,rt �.r;�w ��.r,i•,* t, : ' ���=�%������ � ��7 .� �7 � � �- �:��.�:. . ' � �,�Y ♦�• �. �.�. I� ��.I� ��.I� ��.I� ��.I� ��.I� I�.I� � %�� �� r.'� �� ;� �� .'� �� .'� �� .'�-��-�-�- .r_:� :�7 . -�-r� r r� r r� r� r� r••• r•� '� ���� �i r� ��� r�- � i. L� i' L� i' � i' L� i` i i, • , i._ ...% �, �. �. _ 's!X�i+Y�'s!X�i+��'s!X��'s!X��'s!X��'���' .� Y � � �Y � � �Y � � • � � :` . . , , . � • SECTION SCALE: 3/4" = 1'-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 6, GARAGE ci 7-C,-3 � 7-C-4 E.C. ---------- UNDERGROUND — DETENTION 7-C-11� KEY PLAN SCALE: NTS PLAN NORTH Project: � 1 U � � � � � O i Z � � � � � � +� N v � � I i � O z U C� � � W � � �..I..� - � � p� � � Z � � � � w � � � J W � a� w � � _ ' C� � � W I..1� � -- � � � Z m � U O� � W �' � � W � � � J J � � 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 02/24/10 BID PKG.2-AD.N0.1 O 03/24/10 ESI #002 05/05/10 ESI #005 05/25/10 ESI #006 � 07/22/10 CONST ISSUE SET � � � Project Number: Parcel 7C-1 Sheet Title: SECTIONS Sheet Number: � � L � ME129019