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Home My WebLink About60E.5 F.1 F.4 F.8 G.4H.7 J.1 16'- 10 1 /2" 9'- 71 /8" 36'- 5 318" 9'- 71 /4" 3 SPA @ 5'-71/2" I 2 SPA @ 4'-9 9/16" 1 2 SPA @ 4'-9 5/8" 8'- 8" 8'- 21 /2" 9'- 8 5/8" 8'- 4 3/4" 8'- 7 318" 9'- 8 5/8" 2 SPA @ 4'-10 5/16" 2 SPA @ 4'-2 3/8" I 4 SPA @ 4'-7" I 11" EOS I ',31/8" EOS !-c6 1/2" EOS I I i I i I i 1 I 1 S303 I I I _ C0 I O LU = CIO CO O ti � CV � t•7 CV I I I I I 16'- 10" N.1 N.6 P.1 P.6 Q.5 Q.8 26'- 4" 20'- 11 " 29'- 8 318" 7' 7112" 4 SPA @ 5'-2 314" I 2 SPA @ T-9 3/4"- 14'- 5" /4"14'-5" 6'-6" 1V-93/8" 17'-11" 2 SPA @ 5'-1011/16" 3 SPA @ 5-1111/16" 2'-10 3/8" 3'-11 5/8" 5'-6 5/8" 13/8", 2'-10 318" eo M - 18 17.9 M 00 U17.5 17.4 0 16.5 15.4 15.2 15.1 815 GA G.8 H.7 J.1 SECONDFLOOR FRAMING P LAN 8'-4 3/4" 18'-4" 9'-7114" SCALE: 1/8" = 1'-0" 0 1' 2' 4' 8' 16' 3 ' S305 FRAMING PLAN NOTES: PLAN NORTH T/SLAB +16'- 8" 1 ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 0 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. LU 3. EE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR o SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 1 �1 W14X22 11k W14X22 I W1430 +16'-3" _ 5k W11 4X22 5k rT 16 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL +16'- 3" +16'- 3" +16' 3" CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. SEE S404 FOR OPENING FRAMING. IN - - - - - 5. PROVIDE BLOCKING UNDER ALL TRUSS BEARING POINTS TO PREVENT CRUSHING OF DECK -I I 1.( 6. PROVIDE L3X3X1/4 KICKERS @ T-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM I X 1 U 10 318 EOS 1 13'-9 3/8" 00X TJ CENTERLINE. (MIN 2 KICKERS PER SEGMENT) 2'-3" 1 J do ? (V 00 W 7. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. U M A W8x10 EOS EOS _ +16'-3" EOS" � W12X19 TISB 8k X r d " EOS DECK SPAN MW8 W � '� ti -IZ m CHANGE V 5' TOTAL SLAB THICKNESS Eli 1 T/SLAB +16' 8" 10 318" E T 7 L EOS Z 31/2" NORMAL WT CONCRETE ON u, I 5k W800 5k M� W I W +16'-3"Y 1 1/2", 20 GA GALV COMPOSITE + + J J LL I 0 Lu DECK w/ 6x6-W2.9xW2.9 WWF co M 4 5k W10X12 5k I CD 4 O yA12S302 16 + + + S301S407 co X CO rD o X 30LU , + ^ V 0 In O d Tc') U? 80 4 112" EO S301 S204 X �T/SLAB +16' - 0' I N 0LuCNC")OchM 4 !.1 � C4 0 S304 - LO N -_ o oX �n Cn co W X44 ............... 1...., ...... W21 X5 X :::: :..::::::.::.:::.::::::::,::.:::.::.:...::.:::._.:::::.::::::: 1,. :::::::::::::::::,::.:..:::::.::::::::::::..: 21X50 :.; m: C4 � M O Ch � Y �' `fl l!< �' _O CO m s I rE .. .. rn N M 7k W12X16 Ln � 0 +7k y + 9 - 20 0 i CV 2 S301 s 3k - W12X14 +16'-3" +16'-3" +16'-3" y aU 8kW12X19 "'5.1 I +15'-7"............ _ I+ 0 1 +15' 7".-+12'-15.1 ......... 3 5 . ...... .............. ....... ...... S306 3 5/8" EOS,",..., :....... ....... ....::: ... I ... .......: ..... _ I - CO _ 15 U I o ...... ..... _ .......... ... .... .......:. .................................... eo M - 18 17.9 M 00 U17.5 17.4 0 16.5 15.4 15.2 15.1 815 GA G.8 H.7 J.1 SECONDFLOOR FRAMING P LAN 8'-4 3/4" 18'-4" 9'-7114" SCALE: 1/8" = 1'-0" 0 1' 2' 4' 8' 16' 3 ' S305 FRAMING PLAN NOTES: PLAN NORTH T/SLAB +16'- 8" 1 ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 0 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. LU 3. EE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR o SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 1 �1 W14X22 11k W14X22 I W1430 +16'-3" _ 5k W11 4X22 5k rT 16 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL +16'- 3" +16'- 3" +16' 3" CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. SEE S404 FOR OPENING FRAMING. IN - - - - - 5. PROVIDE BLOCKING UNDER ALL TRUSS BEARING POINTS TO PREVENT CRUSHING OF DECK -I I 1.( 6. PROVIDE L3X3X1/4 KICKERS @ T-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM M X 1 U 10 318 EOS 4 00X TJ CENTERLINE. (MIN 2 KICKERS PER SEGMENT) S502 J do ? (V 00 W 7. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. U M A W8x10 4k Q' � 0 _ +16'-3" 00 LU � W12X19 CLJ Q 8k X r d Z DECK SPAN MW8 W � '� ti -IZ m CHANGE V Eli 1 T/SLAB +16' 8" 10 318" E T 7 L EOS Z =� u, +15' - 7" 5k W800 5k M� W W W +16'-3"Y + + + J J LL 0 Lu co M co 5k W10X12 5k CD Cfl O 16 + + + 04 M S408 co X CO rD o X +15' - 7" , + ^ V CO + In O d U? 80 X �T/SLAB +16' - 0' 10 318" EOS ch X X co O cD O N Cs7 CO 0�4- EOS LU x I 10k W12X19 1 O +16' 3" LJ K T-5" T-81/8" 2'-3" M I b CD S501 CIOIT / + CV MW8 16'-71 /4" X 1 U co 0 4 00X TJ W S502 J do ? (V 00 W U M (� cu Q' � 0 _ _ 00 LU � W12X19 CLJ Q 8k X r d Z � U MW8 W 10 318" EOS ch X X co O cD O N Cs7 CO 0�4- EOS LU x I 10k W12X19 1 O +16' 3" LJ K T-5" T-81/8" 2'-3" M I b CD S501 CIOIT / + CV SCALE: 1/4" = 1'-0" FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. SEE S404 FOR OPENING FRAMING. 5. PROVIDE BLOCKING UNDER ALL TRUSS BEARING POINTS, TO PREVENT CRUSHING OF DECK. 6. PROVIDE L3X3X1/4 KICKERS @ T-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM CENTERLINE. (MIN 2 KICKERS PER SEGMENT) 7. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCONIAS IGINEERING STRUCTURAL ENGINEERS FORENSIC ENGINEERS NAT!ONALCONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www mccomaseng.com 317-582-0766 Fax ��1111111111/// M, No, s 860325 �'. STATE OF. 144 %�tCSS. ! ro o i NNP lcNwl C North Parcel 7-C Keyplan N Project: X 1 U co 0 00X TJ W J Q W W U = cu _ _ 9k � W12X19 N 8k X (y) Z � U (SLAB +16'_: 8" W � '� ti -IZ m - V Eli 1 W 0 E T 7 L Z =� u, +15' - 7" M� W W W + + + J J LL 0 Lu 5k W10X12 5k co 6 +15' - 7" , T/SLAB +16'- 0" �T/SLAB +16' - 0' N 4 !.1 � C4 0 S304 - LO N -_ o oX �n Cn co x °� -. X~ v X X ?�_? in Lo+ rE y 0 CV N 28k� s 3k - W12X14 3k A - M y Y W12X19 8kW12X19 "'5.1 +15'-7"............ _ +15' 7".-+12'-15.1 ......... 3 5 . ...... .............. ....... ...... :....... ....... ....::: ... ... .......: ..... _ - _ 15 U I o ...... ..... _ .......... ... .... .......:. .................................... 20 2 "' 4'-2 1/2" 4'-2 1/4" _1'-9"_ 2'-8" 4'-2 3/8" 4' 10 3/8"4' 10 114" S304 I I 3 I I S304 ENLARGED FRAMING PLAN n SCALE: 1/4" = 1'-0" FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. SEE S404 FOR OPENING FRAMING. 5. PROVIDE BLOCKING UNDER ALL TRUSS BEARING POINTS, TO PREVENT CRUSHING OF DECK. 6. PROVIDE L3X3X1/4 KICKERS @ T-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM CENTERLINE. (MIN 2 KICKERS PER SEGMENT) 7. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCONIAS IGINEERING STRUCTURAL ENGINEERS FORENSIC ENGINEERS NAT!ONALCONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www mccomaseng.com 317-582-0766 Fax ��1111111111/// M, No, s 860325 �'. STATE OF. 144 %�tCSS. ! ro o i NNP lcNwl C North Parcel 7-C Keyplan N Project: 1 U W J Q W W U = Q X � 0M W N 1 (y) Z � U � W � �t W � -IZ m - V W 0 E T 7 L Z =� O M� W W W LL J J LL O 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 SET No.1 SHELL & CORE Print Date: Sheet Issue Date: 9/14/09 9/15/09 Drawn By: Checked By: LKM,njh, KLS JAF Last Revision Date: O O O O O O Project Number: Sheet Title: SECOND FLOOR FRAMING PLAN Sheet Number: S A9W ( ) 094W ME129020