Loading...
HomeMy WebLinkAbout09040107 Building Plans1 C 1 55 4th Ave South East Carmel, Indiana - 46032 SS 4th AvP c" ith Fact Drawing Index Sheet Number Sheet Name r�;Qh3�itMIL Fib t�sK n`z i y,Y A101 Enlarged Architecural Site Demolition Plan � r ! k � ? }' x , 2 sr z1 a 'F't$ 3 w ✓+ :x's, t.�t?' A201 Architectural Site Plan Yq �}, "�•� hM1& Mp w!, •��f*Ti � � S� $S� fd � r, � �� � M�� "v` n�R� '; �' � G�i'L,C• { y Fp � :�G 4:,. ijri � � 9lSF �T'.p.e a A' A202 Enlarged Architectural Site Plans d� .% .i�"i{iTZ{.> C'r' A402 Sections & Details 3y'.. • �'�� ' 3'by:.11: `'tOr. G000 Cover Sheet A S Y a . �" , gni `^�"4r, .x A001 Code Information •' ^fi Al 02 Partial Demolition Plan �, ,� V xpfs� awry rE{t Wt � A203 Partial Floor Plan x r A301 Elevations A401 Sections and Details G umber landr.:,;: #rdti'ti' ' A501 Door Schedule and Details NDNsar�' b' '�' �I t ` )�, S101 Canopy Foundation and Framing Plan ( 4 'ay.": Ni •` Xyt<�Y r. f �•.4 n� �r Ie•° > f r. CARSON r�"5 { 'i4 �'�a S102 Interior And E)derior Bood Drop Infill •y X lL 1 _Ala ) � Sy u�'i�i`, :'':a'LP S• 1:)s rVt�� , 5^✓,¢., ' S401 Typical Notes y{.6:; '� if � .� i ''a s sr^n ;� _ Sa `;.°Sire .:it,rS �zi'}�ri�.;w.•y�i«.>• ASSOCIATESr"1 Yyr �aY,y�,•r�_.:>y:3 }, °,:. y �i�T{"i, .�, �>:'hI v ��"�,• s„�,. 1+s. i ��'r� �r��: ��� r¢».Y v'yG4%f�(V ��r•���•�•�•.i� �:.�:'i �."dy��'i 'b S402 Section and Details }4 �* ..:."Y.ri.....;�I� iE.�;.`cf ,{ - TEL 317.843.5979 y, 5. y x tl. A"� { 'VIJ' C.. .D }h. [ •T ,#, .{CE",`.s'L ,G ! l 'l '� k F' �.4- � l �u�..�'.:Y��%:i.s�Yt�1'ui e.V.i -2'°t"1k •,�.. .�'J �"`. �t .: :r• r N, FAX 3 17.843.5975 ::�'.!' ..n,..{_��'Li.e. b q, 4 4f'}•. sy' ,>� 3 i ! f 6 r ! '.M s F 9 '' 2.X ri pe C,A'. f X`"!S rY' d�)d, sy \"•X s1.i^f t.� 2" �' F } S 3 3 Xx .� Xk 'S` 4J� � >y,: qs:: Mr „r' s > <> F : t;r SCE �.,Y , p: w . :,. `:'N r�' +.\ '�•r' „�,�k.�•� , '::::• tGa •;(>. �� i1 i<i %'<�fi,:• C�.Eu.S-.-. 7.:j r�aoas ;sem•,+%w 2325 PANTE PARKWAY eiat.'�.�5^''.. r� :^(r(`.`.,: .�' i.. ? yi�:iv'J�.M^�,�<' :'� �' "i';, >.^1 : s°F'Y '�'Mrw C'� i .t. ,.k�+wm'#o i' '`C6 `,./? \ r .� ir,a<-. �0 C,: <F `(i, s x.it��w,,b' F(3 � y .•5,, .'t+";-y,K�'Su >(<., �jN i�a�ii >� -R a: M001 Mechanical Leg . YS - �,>' i>S,. r U �. H'� 5 . liy�'�M-:..�N•:y �%J§'"Y 4?.'. S :'i .53'xJy`{ S 1. \ .' SSS I � F /!� L'{'.. •'iilf `IIR — C rr .. ��* ry� �'. L'-,, % 20V{/�� :. �f V�T` V �pY ♦ ',� a11A }L a . f5. y �.^2 5 of {�4 ir' GS A: K {; S •k I ./t' •rA• #i":4Ei"G �?q t•>G:€� M202 Tunnel Mechanical Plan -' .� 9rr;.k 3at'�" /%7��„ .-�.r^°z�'J,rt^* CA"r"'7 I I YViAI� I4W32Y i.,�{'�i: .»:Yi»:Y..::3< 4 -:,rd;..ty`L'•o.t•Sh r.x<� A. S: 16, '� 5.Y•ka. .! ) .r', f hS:� C's3,. ,/ '.:�.;t %t, � , :'`'Y.i;t C:',:ixiv 7Y '.!;'.(nY,2.4 '.'5" (+5,d \.t ?t ';.%1z^L)`i:.C� 'M < :.3yi,;'rsT": rz^;�`'�by'.�•.''ik.,4e�::+`.. ";.a.,.�>.i�.'.''.''�eY(.:.`:>. ."a/i Book Depositos it Mechanical PlansH2O3 ,'E �� �LE.:.::•:..-f"'.d.iY:•.r4.`b't}H,".�,.`,`°ri".`z-'.�.'i:;`:.e �-�< (.y.s f:":bnh,' � . '`a. {(i_,L`.y, y. .,51': :� 1`< t�s�:', <n3r' F , •n ®i xi..'�'.i''2.,s ��i.r,ny,.'�:.:s. #.i ra`f�d`�1..v 'y.�.'�S,'.•!{N•.• TEL512977.0520� E001 Electrical Symbols �,t "t ',i'>s: `i'..„:%.':s✓u .5.,a�.G. '''v' .,Gry " ,sl,4 �anMkY`t;.•i✓,s"�'�"t?.� 4! . {.yr'an . i:'.:,rqk,' F' d* tt R{E . 7 . r t: , g r ' 4 3 E,r,' L s ,. # S t y` f t � A .. ��' % '. r'�}'' i;�' `.c , � f { �,:T:.3FT.(.•s•_.f.>'•e..r' nb Fe`7[, 51 977 7�1��y ,r:?• . �t:, �� - AX 2 .038 7 Y - ` E205 Tunnel Electrical Power Plans ,r' � ,� �7 ti �ry;.aw:. l.atA �� t!• +'Y�' 'tVV7 "'r�,.u,+y ,+ >�•N;.y,.,.�::?�;��%s F ,r r4, r.: , ;> .. l'Tr.>,r .r.r • t. r p= "t rv0.ly 'itp i 2 rX.'•.s�' a n 5 ,ytir= F 4!¢ } ?ftt„L;:3 1 y ir;n,•Df ,• ,�1'"7 sr.�a Fa i.,;'<.Y'�. Sy .�-,� ,r•. f �:, CENTURYOAKS r-'ra+',�> `s ' E206 Book Deposit Electricaltrical Plans11401 x,.; .. , ��.'. .. e 9�,:�yl ;7 •.�%,7S � \.D vnx � 'u .� G��G��Y�- 1yrL F� '. ,i? $< ��) S'z4 '�'4'Yi..k Al...'b• � M..R•a :iAF,...}t a rw"M, . .".mLf✓:3'r�isl,, n. .>;stG"".,r , ;� '�j G' � F iny"T....->e•'.f,+f' jj TH NOR k 1 ff 'i '.i`gy��`7sikk . f, TERRACT, SUTE 200 ifiFw�k'�xivw bi•' AEflK TD(AS 78758 LOC2dOn IHap ';:Ire Iq r !' STAMP: 6111111r.rfr�� x STEREO NO. :10500156: i STATE Cf UCA17 4-J M cid a Q � Ln r J 6 7 8 9 10 11 12 13 14 Ly s - - of Demolition Plan 4 \ T,,n Gr NORTH General Amhitectural Site Plan Motes A General Contractor to Coordinate the removal of existing construction with the requirements of all new construction. B. Contractor shall verify all existing grades required to be matched or maintained and locations of all utilities prior to start of construction activities. C. Match existing grades smoothly and cleanly. D. General Contractor shall be responsible for any relocations of existing commercial or local utilities such as cable television, gas mains, telephone or sprinker system General Contractor shall contact said utilities and shall pay for relocations costs. G Granular base beneath sidewalks shall be clean washed gravel between No. 4 and 1" size, ASTM C33, Gradation 57. H. In Sidewalks, remove any required portion of existing sidewalk to adjacent joints. Provide joint pattern in replacement sidewalk to match existing. Locate expansion joints at all vertical projections thru sidewalk, along curbs and building walls, at intersections of sidewalks, and at maximum of 40 feet spacing. J. Expansion joint material shall be pre -formed non -extruding filler conforming to ASTM D-1551 or D-1552. All expansion joints shall be sealed. K. Joint Sealant shall conform to FED spec TT -S-230. L. If any existing asphalt pavement is required to be demolished and replaced, please use the following guidelines for replacement. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the standard specifications of the Indiana Department of Transportation (INDOT) current edition. M. All excess soil shall be hauled offsite. N. All horizontal and vertical curves shall be smooth and continuous. No unspecified kinks and tangents will be permitted. O. Provide positive drainage in all new paved areas without ponding water. Contractor shall test all new paved areas for ponding conditions by flooding the entire pavement area and marking areas with ponding. Required corrections will then be made, if necessary. P. Unless noted otherwise, proposed spot elevations represent finish grade of pavements and ground. Q All elevations are measured from 100'-0" Top of Slab of main level (T/ Main Level Slab 100'-1y'). R. All construction activity to be performed in compliance with applicable OSHA standards for worker safety. S. All ADA Parking Spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions complying with ADA requirments. T. All sidewalk Slopes shall not exceed 1:50 W. General contractor to engage the services of a professional Civil Engineer to coordinate all new grades and existing grades and locations of any additional sidewalk or drive lanes. General Contractor to Verify All Existing Grades and Slopes Meet ADA Guidelines. X General Contractor Shall Verify Existing Grades and Slopes on Accessible Paths Meet Requirments of the ADA - Notify Architect of Conflicts L m- - - I L -! ff-'t I I W_&" ZI i A� H r�M !, A Refer to Demolition Plan for Additional Notes and Demolition Information B Dashed Lines Indicate Exisitng Items to be Removed. Unless Noted Otherwise, Contractor Shall be Responsible for the Off -Site Disposal of all Demolition Items. C Relocated Items Shall Be Cleaned and Placed in Storage, per Owners Directions Until Items are Ready to be Reinstalled. if Items are damaged During Demolition or Re -location it Shall be Repaired or Replaced with New Items as Approved By Owner at No Expense to Owner D Demolition Shall Be Done Without Damage to Existing Construction to Remain. Where Such Damage occurs Patch, Repair, or Restore Walls, Floors, Ceilings, Etc, to match Existing. Provide Shoring, Bracing, or Support as Required to Prevent Movement or Settlement of Existing Construction. E Contractor Shall Be Responsible for the Coordination of Demolition of Items Prior to the Start of Demolition Work, F. Remove and Reinstall all Equipment or Construction on Walls Receiving New Finishes - Coordinate w/ Owner and Architect G. Prior to Beginning Demolition, Dust Control Barriers Shall be Constructed to Prevent the Spread of Dust Into Surrouding Areas H. At the Owners Request Salvaged Items Shall be Turned Over to the Owner or Stored in an Area designated by the Owner. I. Dimensions Shown for Existing Construction to be Demolished are Approximate and Are Intended to Give a General idea of Work to Be Removed in order to Complete new Construction. Coordinate Demolition Work With Design Intent of New Construction to Provide Adequate Area for this Work. General Area Within Scope Existing to Remain Lie 0 Architecural Site Plan DenvAition Notes Refer to demolition plan for additional notes and demolition information. 1. Existing site entourage/planting material to remain undisturbed. Repair/replace existing damaged plant material. 2. Existing tree and associated plant material in area of new concrete sidewalk to be removed. 3. Existing concrete and asphalt to be removed as required for new construction. Patch/repair existing as required to maintain continous undisturbed aesthetic. Concrete to b Removed to the Nearest Expansion or Control Joint Unless Noted Otherwise. 4. Existing columns and canopy structure to remain. Patch/repair as required to maintain structural stability and continuous aesthetic. See plan and elevations. 5. Existing egress to remain open during construction. Move coordination to be coordinated with library and local building officials. 6. Demo existing inground irrigation lines & sprinklers. Re-route existing lines as required for complete coverage of existing landscaping. 7. Existing Asphalt Paving - Repair Any Demolished Areas with Hot -Mix Asphalt Pavement According to Materials, Workmanship and Other Aplicable Requirements of the Standard Specifications of the Indiana Department of Transportation (Indot) Current Edition. 9 Existing Book Drop Structure to be Demolished in it Entirety to A level Sufficient for new Concrete Slab - See Structural Drawings For Details. Protect Existing Overhead Canopy Structure as Required for Structural Stability and Damage. 10 Existing Book Drop and Associate Converyor System Shall be Demolished as Required for Complete Abandonment Including all Mechancal, Power and Associated Devices. Coordinate w/ Library regarding All Slavaged Equipment. 11 Existing Building Structure to Remain 12 Existing Fire Lane Signage & Striping to be Removed in its Entirety - Patch & Repair Adjacent Surfaces as Required for Seamless Aesthetic 1 cc W Enlarged Canopy Site Demolition Plan (F I" = 10'-0" NORTH Key Plan 1 " = 100'-0" NORTH b CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUTE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN TE AS 78758 THE DM\ 1Z Ar1,D THE 1CM CC NrWM A' D CES1CM CCWA D FEFFJN ARE THE DCCLUSNE INTELLECTM FRCPERTY OF CARSON DESIGN ASSOCIATES, AICD ARE NDT TO BE L6® CR RMkCDJCEQ W -OLE CR IN PART, WTHCUT TI -E VAIT TEN OOMEM Cf CARSONDESIGN ASSOCIATES. 0CFMGHT'2004 CARSONDDSIGNASSOCIAIES STAND: ay`r%111111111111118A11,14# 111 ll l 8A1r,..,, ,C •• C/,/ sTERFo':��,�' 'A �' • No. � r :10500156 M A S STATE OF ��+N111111111 O �V I•� N M W CL Ce lao1 > -� Q CZLnLn o coo ISSUE SQUARE FOOTAGE: DRAWING TITLE Enlarged Archi,,+e%o- ural Site Demolition Plal JOB NO. DATE State Submittal - Oct 282008 SHEET NUMBER 19 20 21 22 B.1 I Partial Demolition Plan Gr NORTH L 4 War� Ae'v+t d -Cro w�a 66o f - 1\e ampy Demolition Section 1/2" = 1'-0"' GeneralDemoliltionILK)ARRomp% A Refer to Demolition Plan for Additional Notes and Demolition Information B Dashed Lines Indicate Exisitng Items to be Removed. Unless Noted Otherwise, Contractor Shall be Responsible for the Off -Site Disposal of all Demolition Items. C Relocated Items Shall Be Cleaned and Placed in Storage, per Owners Directions Until Items are Ready to be Reinstalled. if Items are damaged During Demolition or Re -location it Shall be Repaired or Replaced with New Items as Approved By Owner at No Expense to Owner D Demolition Shall Be Done Without Damage to Existing Construction to Rennin. Where Such Damage occurs Patch, Repair, or Restore Walls, Floors, Ceilings, Etc. to match Existing. Provide Shoring, Bracing, or Support as Required to Prevent Movement or Settlement of Existing Construction. E Contractor Shall Be Responsible for the Coordination of Demolition of Items Prior to the Start of Demolition Work. F. Remove and Reinstall all Equipment or Construction on Walls Receiving New Finishes - Coordinate w/ Owner and Architect G. Prior to Beginning Demolition, Dust Control Barriers Shall be Constructed to Prevent the Spread of Dust Into Surrouding Areas H. At the Owners Request Salvaged Items Shall be Turned Over to the Owner or Stored in an Area designated by the Owner. 1. Dimensions Shown for Existing Construction to be Demolished are Approximate and Are Intended to Give a General idea of Work to Be Removed in order to Complete new Construction. Coordinate Demolition Work With Design Intent of New Construction to Provide Adequate Area for this Work. Refer to general demolition notes for additional information. Indicates existing partitions to be removed. Indicates existing partitions to remain. Dashed lines indicate portion of existing partition to be removed for future construction. See floor plan for required usage. General Area Within Scope Existing to Remain 1 Demolish Existing Wall And Associated Finishes in Its Entirety 2 Demolish Existing Ceiling Grid And Associated Finishes In Its Entirety Salvage Existing Tile fore Re -Use. Patch & repair Existing Wall and Ceiling as Required for New Construction 3 Remove Existing Floor Finishes In their Entirety. Patch and Repair Existing Concrete Slab as Required for Smooth and Level Surface Which will Accept New VCT Surfaces. - See Construction Plans and Associated drawings for Details 4 Existing Floor Finish to Remain. Patch and Repair Adjacent Finishes as Required to Maintain Seamless Aesthetic. 5 Remove Existing Wall Base in its Entirety in rooms where Work is to be Completed. Prepair New and Existing Surfaces as required for New Finishes. 6 Existing Conveyor System and Associated Wall Structure to Be Demolished as Required for Abandonment of Tunnel and Drive up Book Drop Conveyor. Conveyor System Shall Maintain all Functionality after Construction is Complete. 7 Existing Conveyor and All Associated Systems Shall be Removed to a Point Outside of Existing Building Structure. 8 Existing Conveyor and All Associated Systems Shall be Removed as Required for Abandonment of Tunnel 9 Existing Book Drops to Be Demolished and Removed in their Entirety. Remove Existing Construction as Required for Instillation of New Book Drops. See Structural Drawings for Details. Brace Existing Construction as Required to Maintain Structural Stability. 10 See A101 for Canopy Site Demolition Plan Details 11 Existing Wall To be Removed As Requred to Accept New Canopy Structure Addition - Patch and Repair Existing Construction as Required for Stuructural Stability and Seamless Aesthetic - 12 Existing Roof to be removed and replaced in its Entirety including all Existing Roofing and Associated Flashing Counter Flashing and Metal Coping. Prepair Existing and New Structure for New Fully Adhered Membrane Roofing Key Plan 1 " = 100'-0" (F NORTH TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARIM/AY SUITE 200 CARMEL, INDIANA 46032 THIS DMVVI\G A 1,D THE ICEAS, CCNMFrS NSD CESIG \S CCNFA P,M HEREIN ARE THE EXCLUSIVE INTaLECT LAL FRUMTYOF CARSON DESIGNASSOCIATES, MD ARE NDT TOBE USED CR REPR=CER WHOLE CR IN PART, VNTHCUiTFE VA4TTEN03N6E14rOF CARSCNDESIGN ASSOQATES. CCPMUGHT2004 CARSONCESIGNASSOCIATES 'It11111f!•I•••,• S T ERE . v� 4' No. :10500156= STATE OF .J ••••.fig •�Np1AN ;.•'� �� igHIT� ISSUE SQUARE FOOTAGE: DRAWING TITLE Partial Dm -dition Plan JOB NO DATE State Submittal - Oct 282008 SHEET NUMBER A102 1i7 N N co W El Property PropertyLine�— �— _ ------ -- -- ------------ o _ — ' o Building. Setback— T fel �►_ '� rte•, 4th Aven fl I I I 1 1 1 1 1 1 1 1 1 1 1 fl Building Setback Twenty Minute Loading Zone Accessible Parking - Relocated from Southern Parking Lot i �— Existing Van Accessible Parking -- - 1 \GIVUG ll.iV ..!JIG Parking GemM Architectural site Plan Notes A General Contractor to Coordinate the removal of existing construction with the requirements of all new construction. B. Contractor shall verify all existing grades required to be matched or maintained and locations of all utilities prior to start of construction activities. C. Match existing grades smoothly and cleanly. D. General Contractor shall be responsible for any relocations of existing commercial or local utilities such as cable television, gas mains, telephone or sprinker system. General Contractor shall contact said utilities and shall pay for relocations costs. G Granular base beneath sidewalks shall be clean washed gravel between No. 4 and 1" size, ASTM C33, Gradation 57. H. In Sidewalks, remove any required portion of existing sidewalk to adjacent joints. Provide joint pattern in replacement sidewalk to match existing. Locate expansion joints at all vertical projections thru sidewalk, along curbs and building walls, at intersections of sidewalks, and at maximum of 40 feet spacing. J. Expansion joint material shall be pre formed non -extruding filler conforming to ASTM D-1551 or D-1552. AJI expansion joints shall be sealed. K. Joint Sealant shall conform to FED spec TT -S-230. L. If any existing asphalt pavement is required to be demolished and replaced, please use the following guidelines for replacement. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the standard specifications of the Indiana Department of Transportation (INDOT) current edition. M. All excess soil shall be hauled offsite. N. All horizontal and vertical curves shall be smooth and continuous. No unspecified kinks and tangents will be permitted. O. Provide positive drainage in all new paved areas without ponding water. Contractor shall test all new paved areas for ponding conditions by flooding the entire pavement area and marking areas with ponding. Required corrections will then be made, if necessary. P. Unless noted otherwise, proposed spot elevations represent finish grade of pavements and ground. Q All elevations are measured from 100'-0" Top of Slab of main level (T/ Main Level Slab 100'-0"). R. All construction activity to be performed in compliance with applicable OSHAstandards for workersafety. S. All ADA Parking Spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions complying with ADA requirments. T. Al sidewalk Slopes shall not exceed 1:50 W. General contractor to engage the services of a professional Civil Engineer to coordinate all new grades and existing grades and locations of any additional sidewalk or drive lanes. General Contractor to Verify All Existing Grades and Slopes Meet ADA Guidelines. X General Contractor Shall Verify Existing Grades and Slopes on Accessible Paths Meet Requirments of the ADA - Notify Architect of Conflicts General Project Scope Notes: Accessible Parking Shall Be Re -located from the Existing Southern Parking Lot to Circular Access Drive as Shown. Additional Curb Cuts are to be added for Accessibility Purposes. Existing Drive slopes and Drainange patterns will not Change and are understood to not be included within project slope. N N C Existing Van Accessable Spaces are to Remain Adjacent to the Southern Entry of the Library. 0 o Existing Drive -up Book Drop is to be Removed in its Entirety. Existing Drive Slopes shall not be Changes and is not Included within this Scope. a a - Existing Building Canopy and Assoicated Walk to be Extended Approximately 10'-0" to the East or 120SF of total Roof and Additinoal Pervious Surface Area. These Drawings are for General Reference Only. Architect is not Responsible for Existing Field Conditions or New Construction. General Contractor is to Field Verify All Existing Conditions Including Verification of Existing Topographic Information To Confirm Slope Requirments and Federal Codes Including The Americans With Disabilities Act and ANSI are Met. Abreviated Legal Description: Parcel No: 16.10-30-00-00-026.000 Property Address: 0 Main ST Carmel, IN 46032 Legal Description: 5/17/83 336-700 FR CARMEL CHRISTIAN CHURCH 3!22196 FR BO OF SCHOOL TRUSTE 9611685 4/25/97 FR CAR HS BLDG 9715684 9/16/97 FR CARMEL CLAY PUBLIC LIBRARY 9738727 Section/Township/Range: 30/18/04 Subdivision Name: Block: Deeded Acres: 6 Political Township: Clay Deeded Owner: Cannel Clay Public Library Building Corp Owner Address: 55 Fourth Ave Se Carmel, 1N 46032 Ap ,,, Note: Chitectur-Azoite Plan Actual Number of Assessible Parking Spaces Will Not Change - Site Will Have 1It = Anr nn NORTH a Net Gain of 6 Parking Spaces. e CA;!;%A DESIM ASS(MAIMS TR_ 317.843.5979 FAX 317.843.5975 2325 POI WE PARKWAY SLATE tl l CARVE1, INDIANA46032 TEL 512-977.0520 FAX 512-977.0384 11401 CENTURY OAG TERRACF,11 ALBTI N TEXAS 78758 www.carsondesigrLcom nitsDM\IM GAII,DTHEICMCCI%rsANDCMGN4 CCWAIN=DI EREIN ME li-E EXCLLDW IN RLECTLJI FRaIRTY OF CARSON DESIGNASSOCIAlES, AICD ARE NJT TOSEUSEDCR11104C UCEQ WHOLE CR IN PART. V4THCtff llf VvRTTEN OONSENr CF CARSCNDISIGN ASSOCIATES. 007AKW2OD4 CARSONCESMASSOCIATES STA -P. �.* �P .• G1 srER • . 6 � •e'�4 FQ •' � +i co 10500156; i L STATE OF :� Z 1NDIN• NP ;0g,111'CH I v�1�,, • ISSUE SQUARE FOOTAGE DRAIMNG TITLE Architectural 09% 1110% Site PICU I O: NO. DATE State SLbnittal - Oct 282008 6 7 8 9 10 1 Enlarged D A202 1 " = 20'-0" off Site Plan 21 22 14 (F NORTH - ---(:j ) Note: Grey Solid hatch Pattern Represents the General Outline of Scope of Work Unless Noted Otherwise work JtAektb (j) General Architectural Site Plan Notes A. General Contractor to Coordinate the removal of existing construction with the requirements of all new construction. B. Contractor shall verify all existing grades required to be matched or maintained and locations of all utilities prior to start of construction activities. C. Match existing grades smoothly and cleanly. D. General Contractor shall be responsible for any relocations of existing commercial or local utilities such as cable television, gas mains, telephone or sprinker system. General Contractor shall contact said utilities and shall pay for relocations costs. G Granular base beneath sidewalks shall be clean washed gravel between No. 4 and 1" size, ASTM C33, Gradation 57. H. In Sidewalks, remove any required portion of existing sidewalk to adjacent joints. Provide joint pattern in replacement sidewalk to match existing. Locate expansion joints at all vertical projections thru sidewalk, along curbs and building walls, at intersections of sidewalks, and at maximum of 40 feet spacing. J. Expansion joint material shall be pre -formed non -extruding filler conforming to ASTM D-1551 or D-1552. All expansion joints shall be sealed. K. Joint Sealant shall conform to FED spec TT -S-230. L. If any existing asphalt pavement is required to be demolished and replaced, please use the following guidelines for replacement. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the standard specifications of the Indiana Department of Transportation (INDOT) current edition. M. All excess soil shall be hauled offsite. N. All horizontal and vertical curves shall be smooth and continuous. No unspecified kinks and tangents will be permitted. O. Provide positive drainage in all new paved areas without ponding water. Contractor shall test all new paved areas for ponding conditions by flooding the entire pavement area and marking areas with ponding. Required corrections will then be made, if necessary. P. Unless noted otherwise, proposed spot elevations represent finish grade of pavements and ground. Q All elevations are measured from 100'-0" Top of Slab of main level (T/ Main Level Slab 100'-0"). R. All construction activity to be performed in compliance with applicable OSHA standards for worker safety. S. All ADA Parking Spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions complying with ADA requirments. T. All sidewalk Slopes shall not exceed 1:50 W. General contractor to engage the services of a professional Civil Engineer to coordinate all new grades and existing grades and locations of any additional sidewalk or drive lanes. General Contractor to Verify All Existing Grades and Slopes Meet ADA Guidelines. X. General Contractor Shall Verify Existing Grades and Slopes on Accessible Paths Meet Requirments of the ADA - Notify Architect of Conflicts `` General Area Within Scope Existing to Remain Legend O Enlarged Architedural Site Plan Notes 1 Curb Ramp. Slope Surface and Texture to Meet All ADA Requirments. Ramps Shall Include Raised Truncated Domes Which Visually Contrast in Color, Texture and Size from Adjacent Surfaces. Refer to ADA for Details - See2/A402 for details 2 Directional Arrows to be Painted Solid White As Depicted. 3 Twenty Minute Parallel Parking Zone. Paint White to Match Existing Adjacent Conditions. 4 Post Mounted Sign Per Library Standards Depicting Short Term Parking Zone Requirments. See Standard Details 5 & 6/A402 - Provide Architect and Library with Paint & Finsh Sample of Entire Assembly Prior to Instillation - Match Existing Adjacent Post Mounted Sign Column Color - Sign to Be Centered Adjacent to Parking Space 5 Acessible Path of Travel - Line is Representational Only and Not to be Painted on Walk 6 Maximum Slope Shall not Exceed 1:50 - General Contractor To Verify All Slopes and Grading - Notify Architect of Conflicts 7 White Striping - Striping Lines to be 2" Minimum - Match Existing in Size - Paint Grade to Match Accepted Indiana Department of Transportation Standards 8 Existing Curb Ramp and Sidewalk - Not In Scope 9 Existing Accessible Parking - Not In Scope 10 New Curb Ramp - Not in Scope of this Project - General Contractor to Coordinate with the City of Carmel Regarding Instillation of Curb Ramp at this Location. 11 Patch and Repair Existing & New Construction as Required to Maintain Seamless Aesthetic 12 Landscape Planting Bed to Remain - Patch and Repair Existing Irrigation and other Associated Items as Required For Full Functionality of Planting Area 13 All Damaged Plantings Shall be Replaced in Like Kind as Required to Previous Existing Conditions. Verify All Planting Materials With Owner Prior to Instillation. 14 Accessability of Island is not Part of Project Scope 15 New 4" Concrete Slab to match Existing Adjacent Construction. Patch and Repair Existing as Required for Seamless Aesthetic. All Control and Expansion Joints to Match Existing Size and Location. L M M W Enlarged Canopy Site PlanNotei Grey Solid hatch Pattern Represents the Ke Plan - A l l 1" — 10'-0" General Outline of Scope of Work Unless Noted 1 - 100 -0 -' Otherwise NORTH NORTH CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: SCti��� � ••�.......� (/ iii '���Q'; •�G 1 s T f RSO :�� �♦♦, • Q m No. .10500156: i STATE OF GXI o���• ISSUE: SQUARE FOOTAGE: DRAWING TITLE: Enlarged Archwtemral Site Plans JOB NO. DATE: State Submittal - Oct 282008 SHEET NUMBER Enlarge( 1/8" = 1'-0" CanODY Roof Plan (F NORTH 18 19 20 21 22 Wall Type Schedule Wall Construction Top of Wall Condition Wall Type Stud Size Insulation Fire Rating Description Code Description M3 -D 3 5/8" Batt Attach metal studs to underside of deck. Provide acoustical sealant. U.L. Listed fire rated sealant 0/4 bead) @ fire rated wall types. Sound baft insulation above ceiling. Extend 2'-0" on each side of wall. Suspended acoustical ceiling the - refer to room finish schedule. 1 112" Raco extruded aluminum wall cap in standard finish. Attach to underside of ceiling grid (omit at fire rated wall types). Refer to wall type schedule for wall construction. 2 hr 2 layers Each of 5/8" Type X Gypsum Board Seal To Wall Assembly UL No. 411 Deck D Framed to deck above Top of Wall Condition Details 1/211 = 1'-0" A. General Contractor to Coordinate the removal of existing construction with the requirements of all new construction. B. Contractor shall verify all existing grades required to be matched or maintained and locations of all utilities prior to start of construction activities. C. Match existing grades smoothly and cleanly. D. General Contractor shall be responsible for any relocations of existing commercial or local utilities such as cable television, gas mains, telephone or sprinker system. General Contractor shall contact said utilities and shall pay for relocations costs. G Granular base beneath sidewalks shall be clean washed gravel between No. 4 and 1" size, ASTM C33, Gradation 57. H. In Sidewalks, remove any required portion of existing sidewalk to adjacent joints. Provide joint pattern in replacement sidewalk to match existing. Locate expansion joints at all vertical projections thru sidewalk, along curbs and building walls, at intersections of sidewalks, and at maximum of 40 feet spacing. J. Expansion joint material shall be pre -formed non -extruding filler conforming to ASTM D-1551 or D-1552. All expansion joints shall be sealed. K. Joint Sealant shall conform to FED spec TT -S-230. L. If any existing asphalt pavement is required to be demolished and replaced, please use the following guidelines for replacement. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the standard specifications of the Indiana Department of Transportation (INDOT) current edition. M. All excess soil shall be hauled offsite. N. All horizontal and vertical curves shall be smooth and continuous. No unspecified kinks and tangents will be permitted. O. Provide positive drainage in all new paved areas without ponding water. Contractor shall test all new paved areas for ponding conditions by flooding the entire pavement area and marking areas with ponding. Required corrections will then be made, if necessary. P. Unless noted otherwise, proposed spot elevations represent finish grade of pavements and ground, Q All elevations are measured from 100'-0" Top of Slab of main level (T/ Main Level Slab 100'-0"). R. All construction activity to be performed in compliance with applicable OSHA standards for worker safety. S. All ADA Parking Spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions complying with ADA requirments. T. All sidewalk Slopes shall not exceed 1:50 W. General contractor to engage the services of a professional Civil Engineer to coordinate all new grades and existing grades and locations of any additional sidewalk or drive lanes. General Contractor to Verify All Existing Grades and Slopes Meet ADA Guidelines. X. General Contractor Shall Verify Existing Grades and Slopes on Accessible Paths Meet Requirments of the ADA - Notify Architect of Conflicts Wall Legend -- Type of Wall Stud M = Metal Stud Framming Wail Stud Size / Type 2 = 2 112" Stud Size 3 = 3 5/8" Stud Size 6 = 6" Stud Size S i= Sound Insulation D F = Fire Rated M3 Top of Wall Conditions (See Standard Top of Wall Condition Details) G = Grid GI = Grid / Insulation +6 = +6 Above Grid D = Framed to Deck Above R = Fire Rated New Fire Rated Partition, 2 Hour Fire Rated Existing Partition to Remain. Z General Area Within Scope Existing to Remain O Enlarged Floor Plan Notes 1 New Floor Tile To Match Existing Building Standard Adjacent Finishes - Provide Architect and Owner with Multiple Samples for Approval Prior to Instillation. 2 Grind Existing Concrete Floor as Required for New Finish 3 Existing Exposed Concrete Flooring with Sealer. Grind Smooth as Required for a Complete Re- Seal 4 New Building Standard Wall base Around Entire Existing and new Perimeter of Room - Match Existing Construction - Provide Architect and Owner with Multiple Samples for Approval Prior to Instillation 5 New Building Standard Carpet Reducer Strip to Match Existing Adjacent Finishes as Required - Provide Architect and Owner with material and Color Sample Prior To Instillation. 6 Existing Roof to be removed and replaced in its Entirety including all Existing Roofing and Associated Flashing Counter Flashing and Metal Coping. Prepair Existing and New Structure for New Fully Adhered Membrane Roofing - Provide Architect with Cut Sheets and Shop Drawings for Approval. 7 Existing Roof Drain to Remain - Clean Plumbing and Patch and Repair Existing Construction as Required for Water Tight Finish - Notify Architect of Coflicts 8 Existing Tunnel To be Abandon w/ New Structural Floor Slab - See Structural Drawings For Details - Spray Bituminous Vapor & Moisture Barrier On Underside of New Slab And Run Continuously Down All Adjacent Foundation Walls. - Notify Architect of Completion for inspection Prior to Complete Abandonment of Tunnel - Provide Architect with Submittal for Approval Prior to Instillation - See Selected Specifications 9 New Wall Infill - Patch and Repair Existing as Required for Seamless Finish - Match Existing Adjacent with Building Standard Finishes and Fire Ratings 10 General Contractor to Provide Lighting Device & Switch for New Closet. - See Mech Drawings For Details - 11 New Building Standard Ceiling Grid Suspension System, 2x2 Grid and Tile to Match Existing - Provide Material Sample to Owner and Architect Prior to Instillation - Tile to Be Centered in Room and Shall not be Smaller than V-0" x1'-0" 12 Existing Exposed Ceiling Structure - Spray Paint Entire Exposed Ceiling Structure to Match Existing 13 General Contractor to Re -locate Existing Lighting Devices and HVAC Difusers as Required for Proper Rumination and Air Movment - See MEP drawings for Details. 14 Replace Existing Door Lock Set and Strike as Required for Locking Closet - Provide Storeroom Lock Set to match Existing Hardware 15 New Book Drop Cart - Maximum Height From Floor = 29" 16 New Wall Infill. Patch and Repair as Required on Both Sides for Seamless Transition. 1 Enlarged Floor Plan A2o3 118" = 1'-0" - -- (F NORTH Key Plan 1 " = 100'-0" Gr NORTH 7 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS. CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: C. E'R�O S T :\`� • m=' No. :10500156: i STATE OF It t ISSUE: SQUARE FOOTAGE: DRAWING TITLE: Partial Floor Plan JOB NO. DATE: State Submittal - Oct 282008 SHEET NUMBER • Sevation ynotes 1 Existing Construction to Remain. Patch & Repair as Required to Match Existing 2 Existing Book Drop to be Demolished in its Entirety. Tooth Masonry Veneer As Required for Seamless Aesthetic. (See A102 and Structural Drawings for Details) 3 Existing Wall & Associated Structures to be Removed as Required for Existing and New Canopy Structure Addition. Tooth Masonry Veneer as Required for Seamless Aesthetic. (See A102 and Structural Drawings For Details) 4 Remove Existing Construction as Required for Instillation of New Book Drops. Tooth masonry Veneer As Required for Seamless Aesthetic. 5 Brick Veneer - Endicott Roman size Field Blend - 70% Desert Ironspot Light Velour and 30% Desert Ironspot Dark Velour- Provide Architect with material Samples for Approval prior to Order and Instillation 6 Brick Veneer - Modular Manganese Ironspot Velour - Provide Architect with material Samples for Approval prior to Order and Instillation 7 Water Table Masonry Transition with Matching Corner Quoins - Manganese Ironspot Velour - Provide Architect with material Samples for Approval prior to Order and Instillation 8 Aluminum Canopy Structure - Transition to be Welded Continuous on Exterior Facing and Ground Smooth for Seamless Appearance. Provide Architect with Shop Drawings for Canopy Structure, Finish Method and Selection of Color for Approval Prior to Fabrication and Finishing. 9 New Book Drops and Custom Fabricated rim- See MFGR & Specifications and 3/A401 for Book Drop Details. Note: Hatching Indicates General Scope of New Construction A General Area Within Scope Existing to Remain 14 5 • m South Elevation - Canopy Addtion Construction 1/4' = 1'-0" [7 TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARPEL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CE NMYY OAKS TERRACE, SLATE 200 ALM I K TEXAS 78758 THIS DRAVVPGAPD TVE ICEAS, CCKEFTS APD CESIGPB CCNrA&M 4AIN ARE THE EXCLL61VE lNrELLECTLIAL PROPERTY OF CARSON DESIGNASSOCIATES. APDARENX TORE LLED CR REPRCCUCE0 Y&IOLE CR INPART, VNTTOJTTFEVMTTENCON3ENTCFCARSONDE5IGN ASSOCIAAM. CCPYRIGHr2004 CARSONDESIC-IASSOGATES STAPP; SC No. :10500156' i STATE OF ~ O N W ': CzLLf) n j a V o rM ISSUE: DRAWING TITLE Elevations JOB NO. DATE State Submittal - Oct 282008 SHEET NJMBBi Pao I CH 3 5/8" Metal Stud Framing @ 16" O.C. Frame Around New Structural Members as Required for Seamless Aesthetic. 16 Mil Vapor Barrier - Match Existing Construction 5/8" Gypsum Board - Finish to Match Existing Continuous R-19 Batt Insulation - Typ Fire and Moisture Treated Wood Blocking Typ. CMU - Match Existing Construction Typ. - See Structural Drawings For Details. Continuous 2" Rigid Insulation to Match Existing Typ. Brick Veneer and Associated Wall Tie at 16" O.C. Each Way to Match Existing - See xxx for Details New Book Drop - See 3 This Sheet for Details 304 #4 Stainless Steel Facia Trim - Trim to Cover all Construction Joints and Match Book Drop - Verify Exact Size Prior to Final Instillation of Face Plate. Continuous Sylicone Sealant All Around - Color to Match Mortar Joints - Provide Architect with Sample for Approval Prior to Instilation. 518" Gypsum Board - Finish to Match Existing Continuous Sealant and Backer Rod - All Around Opening - Typ. Provide Continuous Wood Trim As Required All Around Book Drop Due to Construction Tolerances - Match Existing if Trim is Required. Existing Construction to Remain - Patch and Repair as Required for Seamless Finish. 6 Plan Detail - Book Drop A401 1" = 1'-V" 3 Book Drop Detail 3 5/8" Metal Stud Framing @ 16" O.C. Frame Around New Structural Members as Required for Seamless Aesthetic. New Lintels - See Structural Drawings for Details 16 Mil Vapor Barrier - Match Existing Construction 5/8" Gypsum Board - Finish to Match Existing T.O. Lintel 4'-8" Verify Exact Location w/ Book Drop Mfgr Specs. Existing Equipment and Owner T.O. Lintel 4'-4" -- Continuous Batt Insulation - R-19 Fire Treated Wood Blocking -- Continuous Sylicone Sealant All Around - Color to Match Mortar Joints - Provide Architect with Sample for Approval Prior to Instilation. Continuous Sealant and Backer Rod -- 304 #4 Stainless Steel Facia Trim - Trim to Cover all Construction Joints and Match Book Drop - Verify Exact Size Prior to Final Instillation of Face Plate. New Kingsley RFID Ready Book Drop, Face C'hutP w/ Rnllpr - Finish ---)&4 #4 Stainless Steel - Verify Exact Dimensions w/ MFGR & Coordinate w/ Existing Conditions, Owner and Book Cart. Locate Per MFGR Specifications and Existing Conditions for Proper Function of Unit. Unit Designed Around Kingsley 50-2050 & 10-8950 Face Plate Continuous Sealant and Backer Rod - AII Around Opening Fire Treated Wood Blocking Continuous Batt Insulation �— Existing Construction to Remain - Patch and Repair as Required for Seamless Finish. Q c Thi 5 LA) a r k cue � �-�d fro vn Sc o Plan Detail - New Canopy Column 1" = 1' -Orr anopy Flashing Detail 1 1/2" = 1'-0" sting aural 1 Sizmic Jay to ;e Existing Construction to Remain - Patch and Repair as Required for Seamless Finish and Structural Stability Continuous Sylicone Sealant All Around - Color to match Mortar Joints - Provide Architect with Sample for Approval Prior to Instilation. Continuous Metal Flashing and Counter Flashing - Replace Existing in its Entirety - Patch and Repair as Required for Seamless aesthetic - Match Existing Finish - See Selected Specifications for Details New Fully Adhered 60 Mill EPDM Membrane Roofing System - Install on Entire Roof Structure Including Existing Construction - See Selected Specifications for Details New EPDM Membrane Counter Flashing - Wrap 18" Beyond Roof Transition - Terminate at Metal Flashing on Wall. Tapered Rigid Insulation - 1/4" Slope Per Foot Minimum Fire and Moisture Treated Wood Blocking 3/4" Fire and Moisture Treated Toung & Groove Plywood Decking Custom Grill - Match Existing - Provide Architect with Color and Material Sample for Approval Prior to Instillation Aluminum Canopy Structure to Match Existing Construction - ReFinish Exsting Canopy and New Addition in its Entirety to Match Existing Construction and Finish - Provide Architect with Color and Material Sample Prior to Instillation - See Selected Specifications For Details - Canopy MFGR to Provide Shop Drawings to Architect for Review Certified by a Professional Engineer Within Juristictions Having Authority Over this Scope. Continuous Sylicone Sealant All Around - Color to match Mortar Joints - Provide Architect with Sample for Approval Prior to Instilation_ Batt Insulation - R-19 New Lintels - See Structural Drawing for Details Bearing Plate—v 8 3/8" CV �to N X CD �w Match Existing +- 2 Edge Canopy Detail 1 1/2" = 1'-0" 4 A401 - — - — - — - CI-- — Canopy Section - Construction 1/2" = 1'-0" Continuous Metal Coping to Match Existing - Replace Existing in its Entirety - Patch and Repair as Required for Seamless aesthetic - Match Existing Finish New EPDM Membrane Counter Flashing - Wrap 18" Beyond Roof Transition both sides. New EPDM Membrane Roofing System - Install on Entire Roof Structure Including Existing Construction Fire and Moisture Treated Wood Blocking Tapered Rigid Insulation - 1/4" Per Foot Slope Minimum 3/4" Fire and Moisture Treated Toung & Groove Plywood Decking Paint Bottom to Match Existing Custom Grill - Match Existing Aluminum Canopy Structure to Match Existing Construction - Re Finish Exsting Canopy and New Addition in its Entirety to Match Existing Construction and Finish - Provide Architect with Color and Material Sample Prior to Instillation. - See Selected Specifications for Details - Canopy MFGR to Provide Shop Drawings to Architect for Review Certified by a Professional Engineer Within Juristictions Having Authority Over this Scope. New & Existing Aluminum Canopy System - Contact Spohn & Associates - Jack Spohn - Spohn Associates, Inc. 3935 N. Meridian Street Indianapolis, IN 46208 (317) 921-0021, 2454 FX www.spohnassociates.com http://www.spohnassociates.com Note: Canopy MFGR to Provide Shop Drawings to Architect for Review Certified by a Professional Engineer Within Juristictions Having Authority Over this Scope. Aluminum Canopy Structure to Match Existing Construction Limestone Cap - Match Existing Brick Veneer and Associated Mortar - Provide Architect with Material Samples for Approval Prior to Order and Instillation i-W§I►TA Brick Veneer and Associated Wall Tie at 16" O.C. Each Way to Match Existing - See A301 for Details Continuous Stainless Steel Wall Flashing w/ Rope Weep at 16" O.C. Decorative Brick Veneer - See A301 for Details 12" CMU Expansion Joint - Provide Continuous Sealant and Backer Rod 4" Concrete Paving- Finish to Match Existing Adjacent Slab - Maximum Slope Shall Not Exceed 1:50 Concrete Foundation - See Structural Drawings for Details 4" Minimum Compacted Granular Fill _F Lr - CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: S Cy .�.� �Q-; .�c s T ER�o 0. ���10 10. :10500156: t i STATE OF � CH I TEG,.`,. u 0 9. . �V o ----� 4 M C T.O. Beam �- 13'-03/8" v V Q� ----� T.O. Beam 12'- 6 3/8" r X T.O. Beam��� �. - 11'-83/8 z. V) I V) J -- - — - — V o i E - Existing Construction to Remain - Patch and Repair as Required for Seamless Finish and Structural Stability ISSUE: I- I� SQUARE FOOTAGE: M1General Area Within Scope ----7 Existing to Remain ---� Le end DRAWING TITLE: Sections and Details JOB NO. DATE: State Submittal - Oct 282008 SHEET NUMBER ca Qo l w a_ af 0 T ictal Si 1 1/2" = V -O" HANDICAP, NO. PARKING SIGN INSTALLED IN PARKING LOT, HANDICAP LOCATIONS, 2 -SIDED WHERE STALLS FACING, ' STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE FILLED W/ CONCRETE -----PAVING BASE CONCRETE FOOTING Nbunti ng Detail GENERAL NOTES: � r - 2,d" &33 %+ 5'9{, =13.33 % > 11 % t"—i'1 &33% mourn 6 % maximum OThese dimensions are based on a 8 In. curb y - - 0,4"- 0.9` height. They shall be proportionally adjusted for other curb heights: m , $i I 1 Provide 21-0 level strip If —0 algebraic difference Provide curb as required, 4> Mi an elle Infaas�liliity precludes constnadion r� - � L exams 110,E maybe monolific with bD the width shown, such width may be r O,la" 1.4" level step. decreased to aminimum of3'-0. _ CHANGE OF GRADE " -S-0yetcfbn. 4> The bottom edge of fire curb ramp shall be 2" 2" flush with the edge of adjacent pavement Square pattern 2" and gutter line. TRUNCATED DOMES USED 3" Landing areas at the flop of cub ramps shall IN DETECTABLE VItARNINGS o have maximum cross slope of SO: 1 in any direction. When site infeasibility precludes D 7NL OF RAMP GROOVES' a landing slope of SO :1 in any direction, the slope perpendicular to the curb face shall not Brushed sand mbdure exceed 50:1• Detectable warning elements Latex Setting mortar O if site infeasibility precludes construction to SIDEWALK Slope concrete base 1.,;�: , the width shown, the landing width may be decreased to S'-6 minimum. The running RAIWp PAVEMENT slope of the curb ramp may be steepened to a maximum of 10 : 1 for a maximum 6In. rise. $" to ', •" pmtb mad joint filter l B. Drainage inlets should be located uphill from curb ramps to prevent puddles at to path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. See Standard Drawing E 804 -SV CR 12 for $46 12. 1 "_--.---... #5 spa. 18" improved access on narrows`Idewalks. PAVEMENT S. Algebraic difference in grade between it* base INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shall be limited to less than 11%. If it is not; practical, a 2'-0 wide SIDEWALK CURB RAMPS bevel strip shall be provided. See detail sketch. Construction of curb if GENERAL NOTES & DETAILS separated from ramp SEPTEMBER 2005 9. Minimum recommended width of curb ramp is 4'-0. STANDARD DRAWING NO. E OU-8MR-02 V No, _ /,v a�.e r.v,cr.mw scar #S x 2'-0 q 9750 ' oeMo�earA"uaoaeNnraeen n�re ALTERNATE CURB CONSTRUCTION 1 112" = V-0" 6 =W- 12" GREEN — ILLUMINATING TAPE (LETTERS) BLUE — ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN -- ILLUMINATING TAPE (ARROW)vm tm=16----�F. GREEN -- ILLUMINATING TAPE (BORDER) A „VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. Typical ADA Sin Detail 1 112" = 1'-0" Accessible Path Slope Shall not Exceed 1:50 CONCRETE WALK `"t4V6AU, W1,4 10" DIA. NOTE: ALL STRIPES TO BE a PAINTED WHITE ,s PAVEMENT .Y�..�rX.. r�..:rr., :+er-.r—.oY,..r:�•;.r sr gra . COMPACTED• ; CRUSHCOSUBGRADE •- r -/LI'MESTONE AGGREGATE • , Existing Control Joint Edge of Curb Ramp Flares are to Match Existing Control Joints When Possible Concrete Curb Ramp - Match Existing Adjacent Surfaces with Color Texture and Finish. Ramp Grooves - See 2 This Sheet for Details Raised Truncated Domes - See 2 This Sheet for Details Maximum Curb Ramp Slope = 1:20 Curb Ramp Flare - Maximum Slope = 1:10 Maximum Slope of Ajoining Surfaces of the Curb Ramp Shall not exceed 1:20 Typical Curb Section 1 1/211 = 1 1-0" 5'- 0"+- (3'-0" Minimum) s 000aoao0oa00000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 \ 000000000000000000000 000000000000a00000aoo 000000000000000000000 000000000000000000000 Curb 1/2" = 1'-0" E DN TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUTE 200 CARMEL, I NDiANA 46032 TEL 512.977.0520 FAX 512977.0384 11401 CENTLJRY OAKS TERRACE, SUTE 200 ALST1 N, TEXAS 78758 www car-sonclesigncom THS ol�vul�,aw„-�,cEas. ccNa�rs arm c>:.ac� CCNTA I'AD HEREIN ARE THE EXCLUSIVE INaLECTL.AL FRCPERTY OF Ci+R.SCN DESIGNASSOCIATES, AND ARE NST TO BELb13DCRREPRCCIJCEq WI-UXCRINPART, VMTHCUT THE VMTTEN COSEMOF CARSON DESIGN AMCJATES. CCPMGHT2004 CAF60NCESIGNASSGCIATES STAMP: *11,1114..,,,,** r m • No. ' � = :-10500156.-'- STATE OF ;• 9,4CH I ''�,•• ISSLJE: SQUARE FOOTAGE DRAWING TITLF: Sections & Details JOB NO DATE State Submittal - Oct 282008 Eco r.>e-. 'ANOPY FRAMING PLAN SCALE: Y4" = 1'-0" 8' r ,PLAN NOTES ELEVATIONS t, ARE FROM NOMINAL FIRST FLOOR ELEV +(0'-0"), SEE CIVIL DRAWINGS. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. 5. ALL STRUCTURAL SECTIONS ARE TO BE ALUMINUM SEC11ONS - TO MATCH EXIST. 6. THE ELEVATIONS OF NEW FRAMING ARE TO MATCH THE HEIGHT OF FRAMING MEMBERS IN THE FIELD. FIELD VERIFY ALL EXISTING CONDITIONS AND HEIGHTS. �.. .... n PLAN NORTH 9P� I D } 13'-6" 15'-0" CANOPY FOUNDATION PLAN SCALE: Y4" = 1'-0" 0"6"1' 2' 4' 8' KEY PLAN CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP:\\uiilluiAf,� ,\\ooNEY .. �.Q.G\STEIPf�•••....cl� No. 860325 0'. STATE OF Z. /AID I A0 ��'•. �� oNA ... //,O11 ISSUE: SQUARE FOOTAGE: DRAWING TITLE: CANOPY FOUNDATION AND FRAMING PLAN JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER i 0 •V > /— ii O N W M � 120.0 Lu v- j C ,■� lV tit .cd V � -v L • J cd CL Ln Lo E os v L � V o c tv U ISSUE: SQUARE FOOTAGE: DRAWING TITLE: CANOPY FOUNDATION AND FRAMING PLAN JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER I � I � I I � I I �• I I I I � I I i I I I � I I � I I ' I I I I I I I I I I I I I I I � I I I I ' I I I I I I I I I I I I 03/S402 & 04/S402 TOP OF SLAB +(MATCH EXIST) 5" TOTAL SLAB THICKNESS 3" NORMAL WT CONCRETE ON 2", 20 GA GALV COMPOSITE DECK w/ 6x6 -W2.1 xW2.1 WWF EXTERIOR BOOK DROP INFILL SCALE: Y4" = 1'-0" 0"6"l' 2' 4' 8' PLAN NORTH mL T rLAN 8 DROP l I i I --------------- ---------------------' j I I 1 j I I I I I I TO j OF SLAB +(MATCH EXIST) 5 TOTAL SLAB THICKNEJ2-, Nd MAL WT CONCRETE 2Q GA GALV COMPOSI,TEjw 10X6 -W2.1 XW2.1 ;i I I I I'D) I I I I I I I I I I I I I I I I I I I I iE 3 20'-0" I I I PERIMETER AN LE I I I I I I I I I I I I I I I I I I I I I I I I I I 19 c OR, 10'-0" 20 INTERIOR BOOK DROP INFILL SCALE: Y4" = 1'-0" 0"6"1' 2' 4' 8' PLAN NORTH 0 I 0 0 I 0 KEY PLAN W J CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: �\,\111111111/,, No. 860325 �'. STATE OF r .IND I AN�. ....... i ,,ONA ISSUE: SQUARE FOOTAGE: DRAWING TITLE: INTERIOR AND EXTERIOR BOOK DROP INFILL JOB NO. DATE: M E128067 10-24-08 SHEET NUMBER S102 C 0 V c� • — 0 N M CL Lu O M M Q ,cd V L .i 4-Jc _ •- J � E E od L U tyd L >%% CL V 0 C cz U ISSUE: SQUARE FOOTAGE: DRAWING TITLE: INTERIOR AND EXTERIOR BOOK DROP INFILL JOB NO. DATE: M E128067 10-24-08 SHEET NUMBER S102 L ABBREVIATIONS LIST AR ANCHOR RODS MBM METAL BUILDING MFR ABV ABOVE MCJ MASONRY CONTROL JT ACI AMERICAN CONCRETE INSTITUTE MECH MECHANICAL ADD'L ADDITIONAL MEZZ MEZZANINE ADH ADHESIVE MFR MANUFACTURER ADJ ADJACENT MIN MINIMUM AESS ARCHITECTURALLY EXPOSED MISC MISCELLANEOUS STRUCTURAL STEEL MO MASONRY OPENING AFF ABOVE FINISHED FLOOR MOM MOMENT AGGR AGGREGATE MSW MASONRY SHEAR WALL AHU AIR HANDLING UNIT MSL MEAN SEA LEVEL AISC AMERICAN INSTITUTE OF MTL METAL N STEEL CONSTRUCTION MW MASONRY WALL AISI AMERICAN IRON AND NIC NOT IN CONTRACT STEEL INSTITUTE NO NUMBER ALUM ALUMINUM NS NEAR SIDE ALT ALTERNATE NTS NOT TO SCALE APA AMERICAN PLYWOOD ASSOCIATION % OUT TO OUT APPROX APPROXIMATE OA OVERALL ARCH ARCHITECT OC ON CENTER ARCH'L ARCHITECTURAL OD OUTSIDE DIAMETER ASTM AMERICAN SOCIETY OF OF OUTSIDE FACE TESTING MATERIALS OH OVER HEAD AWS AMERICAN WELDING SOCIETY OPNG OPENING L ANGLE OPP OPPOSITE BAL BALANCE OPP HD OPPOSITE HAND BB BOND BEAM OSB ORIENTED STRAND BOARD B/B BACK TO BACK OSL OUTSTANDING LEG BC BOTTOM CHORD OVS OVERSIZE HOLE BD BOARD PAF POWDER ACTUATED FASTENER BLDG BUILDING PC PRECAST BLK BLOCK PL PLATE BLW BELOW PLF POUNDS PER LINEAR FOOT BM BEAM PLYWD PLYWOOD BOTT BOTTOM PNL PANEL BP BEARING PLATE PROJ PROJECTION BRDG BRIDGING PSF POUNDS PER SQUARE FOOT BRG BEARING PSI POUNDS PER SQUARE INCH BRK BRICK PSL PARALLEL STRAND LUMBER BS BOTH SIDES PT PRESSURE TREATED BSMT BASEMENT PTN PARTITION BTWN BETWEEN PVMT PAVEMENT BUC BUILT UP COLUMN R RADIUS c CAMBER RD ROOF DRAIN C/C CENTER TO CENTER REF REFERENCE CANT CANTILEVER REINF REINFORCE(D) (ING) (MENT) CAIS CAISSON REQ'D REQUIRED CFS COLD FORMED STEEL REV REVISION/REVISED CJ CONTROL AND OR RO ROUGH OPENING CONSTRUCTION JOINT RRD ROOF RELIEF DRAIN CL CENTERLINE RTN RETURN CLR CLEAR RTU ROOF TOP UNIT CMU CONCRETE MASONRY UNIT RW RETAINING WALL COL COLUMN SCHED SCHEDULE COORD COORDINATE SECT SECTION COMP COMPACTED SHT SHEET CONIC CONCRETE SIM SIMILAR CONN CONNECTION Si SAWCUT JOINT CONST CONSTRUCTION SJI STEEL JOIST INSTITUTE CONT CONTINUOUS SL SLOPED CONTR CONTRACTOR SLRS SEISMIC LOAD RESISTING CTR CENTER SYSTEM CTR'D CENTERED SPA SPACE(S) DIA DIAMETER SPECS SPECIFICATIONS DIAG DIAGONAL SQ SQUARE DIM DIMENSION SS STAINLESS STEEL DL DEAD LOAD SSL SHORT SLOTTED HOLES DLT DEEP LEG TRACK STD STANDARD DO DITTO STIFF STIFFENERS DN DOWN STL STEEL DTL DETAIL STRUCT STRUCTURAL DWG DRAWING SW SHEAR WALL DWL DOWEL SYMM SYMMETRICAL EA EACH T&B TOP AND BOTTOM EE EACH END T&G TONGUE AND GROOVE EF EACH FACE TB TIE BEAM EJ EXPANSION JOINT TC TOP CHORD ENG ENGINEER TEMP TEMPERATURE ELEV ELEVATION TF TRENCH FOOTING ELECT ELECTRICAL THK THICK EOD EDGE OF DECK THKS THICKENED SLAB EOS EDGE OF SLAB THR'D THREADED EQ EQUAL TL TOTAL LOAD EQUIV EQUIVALENT TOP'G TOPPING ES EACH SIDE TRANS TRANSVERSE EW EACH WAY TYP TYPICAL EXIST -EX EXISTING UNO UNLESS NOTED OTHERWISE EXP EXPANSION VERT VERTICAL EXT EXTERIOR VIF VERIFY IN FIELD F/ FACE OF w/ WITH FD FLOOR DRAIN WD WOOD FDN FOUNDATION WO WINDOW OPENING (MASONRY) FIN FINISH WP WORKING POINT FLR FLOOR WT WEIGHT FLG FLANGE WWF WELDED WIRE FABRIC FS FARSIDE ELEVATION TOP AND FTG FOOTING BOTTOM OF LIST GA GAUGE GALV GALVANIZED T/ ELEVATION, TOP OF GB GRADE BEAM B/ ELEVATION, BOTTOM OF GC GENERAL CONTRACTOR T/BB TOP OF BOND BEAM GL GLULAM T/BM TOP OF BEAM GR GRADE T/CONC TOP OF CONCRETE HC HOLLOW CORE T/F TOP OF FOOTING HD HOLD DOWN T/LDG TOP OF LEDGE HGT HEIGHT T/MAS TOP OF MASONRY HI HIGH T/P TOP OF PIER HK HOOK T/SLAB TOP OF SLAB HORIZ HORIZONTAL T/STL TOP OF STEEL HP HIGH POINT T/W TOP OF WALL HS HEADED STUD T/GB TOP OF GRADE BEAM HSS HOLLOW STRUCTURAL SECTION T/CAIS TOP OF CAISSON ID INSIDE DIAMETER B/PL BOTTOM OF PLATE IF INSIDE FACE B/F BOTTOM OF FOOTING INFO INFORMATION INT INTERIOR SYMBOLS I NV I NVERT 0 DIAMETER JST JOIST DEGREE JT JOINT ELEVATION K KO KIP KNOCK OUT t PLUS OR MINUS LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM COL MARK, SEE SCHEDULE FOR ACTUAL SIZE, BASE PLA TE AND ANCHOR RODS INDICA TES THICKENED SLAB P16 = PIER, SEE SCHEDULE P16 BELOW WALL TIP = TOP OF PIER ELEV T/P -(0'-r k m i I F40 = COL FTG MARK SEE SCHED F40 ��,`� N co TIF = TOP Of FTG ELEV T/F-(2'-8') o I I N POCHE INDICA TES LIMITS OF SLAB cel I 3 DEPRESSION L --� L_ J I I CONCRETE MASONRY UNIT WALL (MW)---. i I T SLAB SEE SCHED FOR SIZE AND REINF HATCH REPRESENTS MASONRY WALL IINDICATES TOP OF I � 8vG CONC SLAB T/W = TOP OF WALL ELEV_I INDICATES STEP R CONCRETE WALL (CW), SEE SCHEDULE I I INDICATES BUILT UP IN FTG NU- FOR WALL THICKNESS AND REINF I I COLUMN ----W------------� �CW8 T/W-(0--8") J ---- o -----------Z -rWF24 T/F-(2'-8") 1/S4000 CONCRETE WALL FTG (WF), SEF SCHEVr.RRin FOR FTG SIZE AND REINFINDICATES PLAN DETAIL T/r = TOP Or FTG ELEV SECTION CUT ID, COLUMNS CENTERED ON TERSECTIONS, ONO FOUNDATION PLAN LEGEND SCALE: NTS COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS ONO BEAM CAMBER - NUMBER OF SHEAR STUDS-._ o X N 3 INDICA TES JOIST SIZE 2/S400 INDICA TES PLAN DETAIL TOP OF JOIST GIRDER ELEV --" ,;, N JOIST GIRDER SIZE + COz cD HOR/Z BRIDGING 'X" BRIDGING ---- MOMENT CONNECTION 9 EDGE OF DECK, CONT PER/METER ANGLE MASONRY AND REINFORCED MASONRY NOTES M1. Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Specified design compressive strength of masonry shall be fm = 2000 p.s.i. All units for exterior walls, load-bearing walls and shear walls shall be normal weight block. M2. All mortar shall be Type S. No admixtures may used unless approved by architect/engineer. Mortar shall not be used for grouting cores or filling bond beams. M3. All block shall be laid in a running bond pattern. M4. Course grout shall be used were grouting is required. Slump shall be 8" +/-1 ". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control joints. M7. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control joints. M8. Provide "L" bars at all bond beam corners as required. M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. M10. All attachments to block shall be made with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Anchors shall be installed per manufacturers recommendations. M11. See typical schedules for masonry and steel lintels not indicated on plans. M12. All masonry units below grade to be grouted solid. M13. Provide ties to all structural steel. M14. All interior, non -load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical detail. Wall vertical reinforcing shall be #5 Q 48" OC full height. Unless noted otherwise. M15. All cores with reinforcing steel shall be grouted solid, full height of wall. STEEL DECK NOTES MD1. All metal deck material, fabrication and installation shall conform to Steel Deck Institute" SDI SPECIFICATIONS AND COMMENTARY" and "CODE OF RECOMMENDED STANDARD PRACTICE", Current edition, unless noted. MD2. Roof deck shall be welded using a 36/4 pattern with (1) #10 TEK sidelap fastener unless otherwise shown in typical detail. MD3. Provide TS 2 1/2x 2 1/2x 1/8 deck support, field welded to joist or beam at all deck span changes. MD4. Provide L3x3x1/4 deck support at all columns where required, unless noted. MD5. Provide 20 gauge cover plate at all roof deck span changes. MD6. Provide L3x3x1/4 at all unsupported edges of deck and around roof perimeter, unless otherwise noted. MD7. All deck shall be provided in a minimum of 3 -span lengths where possible. STRUCTURAL STEEL TRUSS NOTES 0 W1 422 " o SST1. Gusset plate thickness is 3/8", unless noted otherwise. N THICK 4' Wide, multiples to match wall thickness. Scored to match SIZE SST2. Where practical, trusses may be spliced. Fabricator will locate desired splice location, with approval N + 23 -0 grout (3000 psi, 145 pcf), w/ (2) #5 T&B 8" Deep x Wall 5 from McComas Engineering. NA +(22'-11") SST3. All exposed trusses are to have SP6 surface preparation and two coats of white epoxy primer. ' OPENING THRU SST4. Provide 3/8" stitch plates in double angles, per AISC recommendations. - DECK AND FRAM/NG SST5. The center of gravity of connected members shall intersect at one common work point, the centerline of all connected members. M O Cie W V SST6. All truss connections shall be welded, unless noted otherwise. If bolts are required, all connections will ed to N Cd be slip -critical (Class B slip resistance) using 3/4" A325 bolts. � INDICATES SECTION CUT - •� J CL 1/S400 ALUMINUM NOTES cz L v _"X CL V 0 AL1. All aluminum shall be grade 6063-T6, unless noted otherwise. -TOP OF STL ELEV AL2. All welds shall be aluminum. CIOU Y AL3. All aluminum indirect contact with concrete shall have two coats of high-quality zinc -chromate paint. °O AL4. Aluminum finish: Mill, unless noted otherwise. +(23'-11") 0 2 �c FACTORED REAC17OV IN KIPS o FOR ALL LINTELS NOT INDICATED ON PLANS " o Q O o N THICK 4' Wide, multiples to match wall thickness. Scored to match SIZE 2 6'-9" TO 10'-0' N If grout (3000 psi, 145 pcf), w/ (2) #5 T&B 8" Deep x Wall 5 32LH 12 s - NA TOP OF SIL ELEV BEAM SIZE JOIST SIZE \ / INDICA TES KNEE BRACE A Y / \\ W14x22 +(24'-0") ==-a==---=I __0_ ELEVATION Adighb.� INDICATES BRACING 1/S500 � '�'- INDICA TES FRAMING ELEVA LION FRAMING PLAN LEGEND SCALE: NTS CMU LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS OPENING CONCRETE LINTEL Up to 6'-8" Precast Concrete (3000 psi, 145 pcf), (1)#5 T&B 8" Deep x THICK 4' Wide, multiples to match wall thickness. Scored to match SIZE wall bond pattem. 6'-9" TO 10'-0' Concrete Bond Beam Lintel Block, filled with concrete or 42" grout (3000 psi, 145 pcf), w/ (2) #5 T&B 8" Deep x Wall 5 thickness. TYPICAL CMU LINTEL SCHEDULE NOTES: 1. See plan for required locations. 2. Provide 2' cover from outside face for bars in each face. 3. Precast lintels shall have 8' bearing on each end of opening. 4. Bond beam lintels shall extend 16" into wall on each side of opening. 5. Precast lintels shall be shored in center for 3 days. 6. Bond beam lintels shall be shored in center for 28 days. WALL FOOTING SCHEDULE FTG MARK FOOTING SIZE LONGITUDINAL REINF TRANSVERSE REINF WIDTH THICK NO SIZE SIZE SPACING WF42 42" 16' 5 #5 NA NA WALL FOOTING SCHEDULE NOTES: 1. See plan for actual footings used. 2. Provide 3" concrete cover on bars. 3. Use concrete brick or CRSI Class 3, CHCP wire bar supports at S-0". CONCRETE PIER SCHEDULE MARK WIDTH LENGTH VERT REINF TIES NO SIZE NO SPACING P32 32' 1 32" 8 16 1 13 12' PIER SCHEDULE NOTES: 1. See plan for actual piers used. 2. Provide %7 concrete cover over ties. 3. Space first tie 3" from top of footing, last tie 2" from top of pier. See typical pier elevation for for additional tie and vertical bar placement. 4. Provide CRSI Typ Bar Bend No T5 for all ties. 5. Provide CRSI Typ Bar Bend No T9 additional ties for all piers with more than four vertical bars. BRICK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS CLEAR OPENING STEEL ANGLE Up to 5'-0' L3hx3hx5(6 5-1" to 7'-0" L 5 x 3h x 9i6 (LLV) 7'-1" to 10'-0" L 6 x 3h x 9i6 (LLV) TYPICAL BRICK UNTEL SCHEDULE NOTES: 1. All lintels shall have 8' bearing at each end. 2. All exterior lintels shall be galvanized. 3. All interior lintels shall be shop primed with two coats of epoxy paint. GENERAL NOTES G1. BUILDING CODES: Model: International Building Code 2006 Local: Indiana Building Code 2007 Steel: American Institute of Steel Construction 360, ASD Thirteenth Edition Concrete: American Concrete Institute, 318-05. G2. DESIGN LOADS: Roof Dead Load: 15 psf Live Load: 25 psf Floor Dead Load: 83 psf Live Load: 100 psf G3. Reactions and forces indicated are unfactored, Allowable Strength Design loads. G4. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer immediately. G5. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings. G6. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings, the respective contractor shall verify their work with all other disciplines. G7. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractors means, methods, techniques, sequences or safety procedures during construction. G8. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise. G9. Provisions for future expansion: Vertical: None Horizontal: None REINFORCED CONCRETE NOTES (Foundations, Slabs & Walls RC1. All concrete shall have the following 28 day compressive strengths: LOCATION STRENGTH AIR ENTRAINMENT Wall Footings, Spread Footings: 3000 psi 2% All concrete exposed to freeze/thaw, exterior slabs, piers, walls, columns, grade beams, concrete exposed to freeze/thaw: 4000 psi 6% Interior slabs on grade, fill for metal deck: 4000 psi Non AE RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP -1. RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A-615, Grade 60. RC4. Chamfer edges of exposed concrete 3/4", unless noted otherwise. RC5. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8". RC7. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely responsible for the design and construction of all formwork, falsework and shoring. RC8. Provide the following coverages over reinforcing: LOCATION Footings: Bottom and Unformed edges 3" Footings: Formed edges and top 2" Slab on grade: Welded wire fabric Upper Third Fill for Metal Deck: Welded wire fabric Upper Third Reinforcing Steel: Bottom 2" RC9. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. SHALLOW FOUNDATION AND SLAB ON GRADE NOTES SF1. Design Soil Bearing Pressure: Spread Footings 1500 psf Wall Footings 1500 psf (Based on soils report prepared by Chapter 18 - Table 1804.2 "Allowable Foundation and Lateral Pressure".). SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project specifications. SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -1/2 -inch sieve and not more than 12 percent passing a No. 200 sieve. SF4. Slabs shall be placed on compacted, free -draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM -D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same requirements. See soils investigation report for further recommendations. SF5. Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is required, sumps shall not be placed within the foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations. SF8. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF9. Shallow foundations may be earth -formed where the excavation permits. If earth -forming is used, add 2" to the width and length of all foundations. SF10. The bottom of all foundations shall be a minimum of 36" below final grade. • e(A CARSON DESIGN ASSOCIATES • TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: \\\\\,vl►1/,,� �/i RE�.�i�i 860325 , �'. STATE OF >,ONA e ISSUE: SQUARE FOOTAGE: DRAWING TITLE: TYPICAL NOTES JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER S40 I a 0 V � •� ' ii 0 [V M O Cie W V V) 1 C ed to Cd � •� J CL Ln L `" E E cz L v L CL V 0 C CIOU ISSUE: SQUARE FOOTAGE: DRAWING TITLE: TYPICAL NOTES JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER S40 I DECK ANGLE TO MATCH EXISTING hT/BEAM _ +(SEE PLAN) ALUM BEAM hT/BEAM +(SEE PLAN) 14 TYPE B SCREWS LOCATE 1 EA SIDE AT BEAM INTERSECTION) ALUM RECT TUBE )�70-13 SS HWH BOLTS 7'x7"xXY' ALUM PL w/ X!'-13 SS HO BOLTS 4'x4"x)C RECT ALUM TUBE II II 8"x8"xY" ALUM PL w/ VO ANCHOR BOLTS 12' u u EMBED SECTION SCALE: -Y4" = 1'-0" DET10_28067 SECTION SCALE: Y4" h"-13 HO ANCHORS 12" LG ALUM SQ TUBE w/ 7"x7"xY" PL WELDED ON TOP AND 8'x8"xY" PL - WELDED ON BOTT --------- --- I I I I I I i I I I : I I C I I CV I I I I i I i N I I � I I I I I I I I --------I 2Y". 2N4" DET11 _28067 ALUM RECT TUBE (TYP) DECK 14 TYPE B SCREWS LOCATE 1 EA SIDE AT BEAM INTERSECTION) (TYP) VO -13 SS HWH BOLTS 4"x4"xV RECT ALUM TUBE 8"x8"xY" ALUM PL w/ }¢'0 ANCHOR BOLTS 12' EMBED SECTION SCALE: -Y4" CMU COLUMN ANGLE TO MATCH EXISTING T/BEAM +(SEE PLAN)' T/BEAM ,4. +(SEE PLAN) c -ALUM BEAM 7"x7"xXY" ALUM PL w/ V-13 SS HO BOLTS 'Cl i u DETAIL A DET09_28067 \,S40 E3 TIES ® 8" OC 5" NORMAL WEIGHT CONC OVER 2", 20 GA COMPOSITE DECK, PAINTED w/ 4x4-W2.1xW2.1 WWF NOTE: VERIFY ALL ALL DIMENSIONS AND NOTIFY ENGINEER w/ ANY DISCREPANCIES. NEW STRUCTURAL CONCRETE SLAB TO COVER OPENING LEFT FROM DEMOLITION OF EXISTING BOOK DROP HUT #5 x 1'-4" (8" EMBED) #5 CONT CONC SLAB T SLAB . +(SEE ARCH) ao - - DECK - ATTACH w/ %"0 g" PUDDLE WELDS - (2) PER PLATE �T/EXIST WALL PL 6x6x% w/ +(SEE PLAN) ii �)i"O x 4" HS ®12" OC II (2) #5 CONT T&B CLEAN EXISTING WALL COAT w/ #5 0 12' OC, EPDXY EMBED BONDING AGENT 8" INTO EXIST CONC WALL W/ HILA HY-150 MAX 6" 6" EXISTING WALL it -ON SECTION A SECTION #5 SCALE: Y4" 'PIER� ,LAN) CONC PIER T/FTG,d, SEE PLAN)' CONC FTG (WF) SECTION SCALE: -Y4" = 1'-0" DET07_28067 wlz iY l U CONC SLAB - SEE ARCH T SLAB s. %—, (VARIES) #5 0 12" OC to s� p 1 I #4 0 12 OC CV GRADE BEAM (GB1624) T/FTG� (MATCH EXIST) CD a 1 CONC FTG (WF) 1'-1' 8" 1'-1' 3'-6" SECTION SCALE: -Y4"= 1'—o" DET12_28067 n AdKT/F -(SEE PLAN COAT w/ BONDING AGEI' CONC WALL FTG (WF) FTC DRILL AND SET #5x'1 -o 9 IL UU w/ HILTI HIT HY150-ICE/MAX ADHESIVE TO BOND IN EXISTING WALL FOOTING NEW TO EXISTIN SCALE: NTS G WA ANGLE TO MATCH EXIST 14 TYPE B SCREWS LOCATE 1 EA SIDE AT BEAM INTERSECTION) DECK ALUM RECT TUBE ALUM BEAM T EAM +(SEE PLAN) SECTION SCALE: -Y4" = 1'-0" INSULATION - SEE ARCH VENEER - SEE ARCH DET05_28067 WALL JNDATION LL SECTION FDN-032 T/BEAM,~ +(SEE PLAN) POCKET BEAM INTO EXIST MASONRY 7x7x% BRIG PL w/ (2) 177f)¢'0 HSA IN GROUTED CORE. T/PLATE TO HAVE (2) V0 BOLT SHAFTS WELDED TO IT -.-, - 1, TO ATTACH ALUM BEAM - ES DET08_28067 BRICK VENEER WRAP BEYOND - SEE ARCH PIER BEYOND to CI 14 SECTION SCALE: -Y4" CONC SLAB - SEE ARCH T SLAB OL (VARIES) 4 . I t a, OCQ. #4 ®12" OC 1 .. I GRADE BEAM (GB1624) ',. T/FTG0b (MATCH EXIST) a- CONC FTG (WF) 8" 8" V-1" S-6" _ COMPOSITE SLAB T/SLAB +(MATCH EXIST) L5x5xY CONT 0 PERIMETER (ALL SIDES) w/ Y"0 HILTI HIT HY-150 MAX 0 12 OC SECTION SCALE: 1" C I DEMOLITION PLAN DET02_28067 ST CMU WALL ST CONC WALL DET03_28067 DEMO BOOK DROP HUT THAT SITS ATOP TUNNEL/CONC WALL w Co � m GRADE EXISTING MASONRY K a BLOCK WALL TO BE V) REMOVED AIN T EXIST WALL +(SEE PLAN) EXIST MASONRY VENEER EXISTING WALL - TO BE REMOVED SECTION SCALE: ;Y4" 6" 1 6' 1'-0' SECTION A DET04_28067 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUSTIN, TEXAS 78758 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT 2004 CARSON DESIGN ASSOCIATES STAMP: MSC EIPEQ•.��i�� No. 860325 0` STATE OF ` SND ONA DRAWING TITLE: SECTIONS AND DETAILS JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER S402 O V ii am tv E to • � 0 loe W c: cz W Ln Ln f V w W v L tv >*" Q_ V o r. cz u ISSUE: SQUARE FOOTAGE: DRAWING TITLE: SECTIONS AND DETAILS JOB NO. DATE: ME128067 10-24-08 SHEET NUMBER S402 HVAC SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ABBREVIATIONS ABBREVIATIONS ACC AIR COOLED CONDENSER LD LINEAR SLOT SUPPLY AIR DIFFUSER ACCU AIR COOLED CONDENSING UNIT LF LINEAR FEET ACHP AIR COOLED HEAT PUMP LR LINEAR SLOT RETURN AIR DIFFUSER AFF ABOVE FINISHED FLOOR LVR LOUVER AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE APPROX APPROXIMATELY MAT MIXED AIR TEMPERATURE ARCH ARCHITECT MAU MAKEUP AIR UNIT AS AIR SEPARATOR MAX MAXIMUM ATM ATMOSPHERIC MBH 1000 BTU PER HOUR B BOILER MC MECHANICAL CONTRACTOR BCU BLOWER COIL UNIT MCA MINIMUM CIRCUIT AMPACITY BOO BACK DRAFT DAMPER MECH MECHANICAL BHP BRAKE HORSEPOWER MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BTU BRITISH THERMAL UNIT MT MOUNT BTUH BTU PER HOUR N/A NOT APPLICABLE BTM BOTTOM NC NOISE CRITERIA "C DEGREES CELSIUS NG NATURAL GAS CEIL CEILING NPSH NET POSITIVE SUCTION HEAD CFM CUBIC FEET PER MINUTE OA OUTDOOR AIR CH CHILLER -OAT OUTDOOR AIR TEMPERATURE CO CLEAN OUT P PUMP COP COEFFICIENT OF PERFORMANCE PD PRESSURE DROP CRAC COMPUTER ROOM AIR CONDITIONER PH PHASE CT COOLING TOWER PSI POUNDS PER SQUARE INCH CUH CABINET UNIT HEATER PSIA POUNDS PER SQUARE INCH ABSOLUTE CW COLD WATER PSIG POUNDS PER SQUARE INCH GAGE DB DRY BULB PRIES PRESSURE DIA OR O DIAMETER PTAC PACKAGED TERMINAL AIR CONDITIONER DWG DRAWING PTHP PACKAGED TERMINAL HEAT PUMP DX DIRECT EXPANSION PWR POWER EAT ENTERING AIR TEMPERATURE RA RETURN AIR EBB ELECTRIC BASEBOARD RAT RETURN AIR TEMPERATURE EC ELECTRICAL CONTRACTOR RAC ROOM AIR CONDITIONER EDH ELECTRIC DUCT HEATER RCP RADIANT CEILING PANEL EER ENERGY EFFICIENCY RATION RD ROUND SUPPLY AIR DIFFUSER EF EXHAUST FAN RG RETURN AIR GRILLE EFF EFFICIENCY RH RELIEF HOOD EG EXHAUST AIR GRILLE RHC REHEAT COIL EL ELEVATION RPM REVOLUTIONS PER MINUTE ELEC ELECTRIC RTU ROOFTOP UNIT ENT ENTERING SA SUPPLY AIR EQUIP EQUIPMENT SAN SANITARY ESP EXTERNAL STATIC PRESSURE SAT SUPPLY AIR TEMPERATURE ET EXPANSION TANK SD SQUARE SUPPLY AIR DIFFUSER EWH ELECTRIC WALL HEATER SENS SENSIBLE HEAT EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN EX EXISTING SG SUPPLY AIR GRILLE EXH EXHAUST SPEC SPECIFICATION F FURNACE SQ FT SQUARE FEET "F DEGREES FAHRENHEIT STD STANDARD FCU FAN COIL UNIT TCC TEMPERATURE CONTROL CONTRACTOR FD FIRE DAMPER/FLOOR DRAIN TEMP TEMPERATURE FOB FLAT ON BOTTOM TD TEMPERATURE DIFFERENCE FOT FLAT ON TOP TOD TOP OF DUCT FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE FPVAV FAN -POWERED VAV BOX TSTAT THERMOSTAT FTR FIN TUBE RADIATION TOT TOTAL HEAT GAL GALLONS TYP TYPICAL GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR UR URINAL GFI GROUND FAULT INTERRUPTER 'UV UNIT VENTILATOR GPH GALLONS PER HOUR V VOLT GPM GALLONS PER MINUTE VAV VARIABLE AIR VOLUME GSHP GROUND SOURCE HEAT PUMP VD VOLUME DAMPER HB HOSE BIB VEL VELOCITY HOA HAND -OFF -AUTOMATIC VERT VERTICAL HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HTG HEATING VOL VOLUME HVAC HEATING VENTILATING AND AIR CONDITIONING VPAC VERTICAL PACKAGED AIR CONDITIONER HVU HEATING AND VENTILATING UNIT VTR VENT THROUGH ROOF HW HOT WATER VVT VARIABLE VOLUME AND TEMPERATURE HX HEAT EXCHANGER W/ WITH HZ HERTZ WB WET BULB IH INTAKE HOOD WC WATER CLOSET IN INCH WG WATER GAUGE INCL INCLUDING WH WALL HYDRANT INSUL INSULATION WSHP WATER SOURCE HEAT PUMP KW KILOWATT WT WEIGHT KWH KILOWATT HOUR WTR WATER LAT LEAVING AIR TEMPERATURE WPD WATER PRESSURE DROP LAV LAVATORY XFMR TRANSFORMER LB POUND YCO YARD CLEAN OUT CWS CWR CS CR HWS HWR HCS HCR HPWS HPWR HPS MPS LPS HPC MPC LPC PC CD D MU AN FOD FOS FOR FOV RL RS RD HG13 CPR G PIPING LEGEND CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN HEATING/CHILLED WATER SUPPLY HEATING/CHILLED WATER RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM HIGH PRESSURE CONDENSATE RETURN MEDIUM PRESSURE CONDENSATE RETURN LOW PRESSURE CONDENSATE RETURN PUMPED CONDENSATE CONDENSATE DRAIN DRAIN MAKEUP WATER ATMOSPHERIC VENT FUEL OIL DISCHARGE FUEL OIL SUCTION FUEL OIL RETURN FUEL OIL VENT REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT DISCHARGE HOT GAS BYPASS CHILLER PRESSURE RELIEF DISCHARGE NATURAL GAS DIRECTION OF FLOW DIRECTION OF PITCH EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS CAP CLEAN OUT DROP REDUCER RISE TEE - BOTTOM CONNECTION v TEE - SIDE CONNECTION TEE - TOP CONNECTION 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE AIR VENT - AUTOMATIC AIR VENT - MANUAL BALL VALVE BUTTERFLY VALVE CHECK VALVE FLOW CONTROL VALVE - AUTOMATIC FLOW CONTROL VALVE - MANUAL �a-- GATE VALVE P PRESSURE GAUGE PRESSURE REDUCING VALVE T P/T PLUG RELIEF VALVE 444��� STRAINER W/ BLOW DOWN VALVE �\ I THERMOMETER UNION DUCTWORK SYMBOLS O RTU -1 O FCU -1 © AHU-1 S2-200 Gly`► 0 Q co co THERMOSTAT/SENSOR WITH CONTROLLED DEVICE TAG RELATIVE HUMIDITY SENSOR WITH CONTROLLED DEVICE TAG CO2 SENSOR WITH SYSTEM DEVICE TAG DIFFUSER/GRILLE TAG SHOWING DEVICE TYPE AND CFM AIRFLOW DIRECTION MANUAL VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER ROUND FLEXIBLE DUCTWORK DUCT SIZE (36" ROUND SHOWN); 360 /36/209 DENOTES 36"x20" FLAT OVAL BOD=9'-10" BOTTOM OF DUCT ELEVATION ABOVE FINISHED FLOOR ELBOW WITH TURNING VANES ACCESS DOOR A DUCT SIZE (36"x20" RECTANGULAR, FIRST DIMENSION LISTED IS DIMENSION SHOWN IN VIEW) 36120 LINED DUCT INTERNALLY LINED WITH INSULATION (DUCT DIMENSIONS SHOWN ARE OUTSIDE DIMENSIONS) SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN/EXHAUST DUCT UP RETURN/EXHAUST DUCT DOWN DRAWING SYMBOLS O 2 H401 2 H401 CONNECT TO EXISTING DRAWING REVISION NUMBER PLAN NOTE NUMBER SECTION NUMBER WITH SHEET REFERENCE DETAIL NUMBER WITH SHEET REFERENCE GENERAL HVAC NOTES 1. ALL WORK SHALL COMPLY WITH THE MOST RECENT FEDERAL, STATE, AND LOCAL CODES. 2. DRAWINGS ARE SCHEMATIC IN NATURE AND SHOW GENERAL AREAS FOR PIPING AND DUCTWORK ROUTING. COORDINATE PIPING AND DUCTWORK WITH ALL OTHER TRADES (FIRE PROTECTION, PLUMBING, STRUCTURAL, ELECTRICAL, ETC.) BEFORE FABRICATION. DUCTWORK ELEVATIONS SHOWN ON DRAWINGS ARE FOR REFERENCE ONLY, AND SHALL BE COORDINATED WITH OTHER TRADES BEFORE FABRICATION. 3. COORDINATE ALL OPENINGS IN ROOF, FLOORS, OR WALLS WITH GENERAL CONTRACTOR AND STRUCTURAL CONTRACTOR PRIOR TO ANY WORK. 4. ANY CONFLICT OR DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL DEFAULT TO THE INFORMATION ON THE DRAWINGS. 5. EQUIPMENT AND MANUFACTURERS SCHEDULED ARE INTENDED TO SHOW A MINIMUM STANDARD OF QUALITY, AND ARE NOT INTENDED TO LIMIT COMPETITION. REFERENCE THE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. IF THE CONTRACTOR PROVIDES EQUIPMENT OTHER THAN BY THE MANUFACTURER SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE EQUIPMENT FITS IN THE DELEGATED SPACE (INCLUDING ANY REQUIRED CLEARANCES) AND TO PROVIDE ANY ADDITIONAL WORK OR ACCESSORIES RESULTING FROM THE SUBSTITUTED EQUIPMENT. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPIS AND DESIGNS CONTAINED HEREIN ARE THE DOOLLISIVE INIE UMUAL PROPERTY OF CARSON DESM ASSOCIATES, AND ARE NOT TO DE USED OR RDMODUCED, WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. OD COPYRIGHT 2003 CARSON DESM ASSOCIATES \\\\0\\\01 I I III//// / \\0\\\01IIIII////// \S STq'' No. 10200105 STATE OF O` ��FS SND I ANP" (,Z) /P6NA\_ :01IIIIIIIIIIIIII cc a U) CID CD W CV Q � Q W z WLU z < O W aCD Y Ln U CJ CD 0 m W a Cj DATE / ISSUE / INITIALS: DRAWING TITLE: MECHANICAL LEGEND JOB NO. 08-046 10-28-08 SHEET NUMBER: M001 DECLINE BELT tBELT 2) DROP BELT (BELT #1) AUTOMATED RECEIVING DOOR REMOVE EXHAUST FAN, LOUVER, ETC COMPLETELY CONTROL PANEL BOOK DROP HUT GROUND LEVEL DEMOLITION PLAN SCALE: 1/8" = V-0" ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 BOOK DROP TUNNEL TUNNEL LEVEL DEMOLITION PLAN SCALE: 1/8" = V-0" REMOVE SUMP PUMP AND PIPING COMPLETELY TO WALL. CAP DISCHARGE PIPING AT WALL. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIC,NS CONTNNm HEREIN ARE THE EXCLUSIVE INTE11ECTUAL PROPERTY OF CARSON DE51GlR ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES �\\\\111111II/////� ``PM ° R. STS''%, _,GEST Ek* No. 10200105 STATE OF e� %0 -VIA N * ,C)0/111111100 DATE / ISSUE / INITIALS: DRAWING TITLE: TUNNEL MECHANICAL PLAN JOB NO. 08-046 10-28-08 SHEET NUMBER: M202 a J C/) v o J < � m w z � w� � z r)J Q C:) w a Q J Yo Lf7 LO c-) O m J W 2 cc a DATE / ISSUE / INITIALS: DRAWING TITLE: TUNNEL MECHANICAL PLAN JOB NO. 08-046 10-28-08 SHEET NUMBER: M202 EXTERIOR BOOK DROP DEMOLITION PLAN SCALE: 1/8"= 1'-0" ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 EXTERIOR BOOK DROP MECHANICAL PLAN SCALE: 1/8" = 1'-0" CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS. CONCEPTS AND DESIGNS CONTANED HEREIN ARE THE EXCLUSIVE NTELLEMIAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT M BE USED OR REPRODUCED, WHOLE OR N PARE, WITHOUT THE WRITTEN CONSENT OF CARSON DESA ASSOCIATES. 0) COPYROTT 2003 CARSON DESIGN ASSOCIATES R/� STq No. -° ° 10200105 STATE OF oe� %'��,�• AHD I A \A ,,FSS /0NM- DATE / ISSUE / INITIALS: DRAWING TITLE: BOOK DEPOSIT MECHANICAL PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: H2O3 a m J U) v o _ J < C/) m m o w � wCD w z w Q J LO v C� o o m J W 2 cc a DATE / ISSUE / INITIALS: DRAWING TITLE: BOOK DEPOSIT MECHANICAL PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: H2O3 EQUIPMENT svMsa oEscaPnoH -<H H>- LOW VOLTAGE DRAWOUT TYPE CIRCUIT BREAKER X ("X" DENOTES AS FOLLOWS:) ® A - AIR TYPE G S - SF6 TYPE S V - VACUUM TYPE :-- MOLDED CASE CIRCUIT BREAKER S4 SWITCH AND FUSE UNIT dill. GROUND CONNECTION = BRANCH PANELBOARD AND CABINET - RECESSED MOUNT ❑D BRANCH PANELBOARD AND CABINET - SURFACE MOUNT Te= DISTRIBUTION PANELBOARD AND CABINET - RECESSED MOUNT ® DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT _& MOTOR ("X" DENOTES HORSEPOWER) 0 PF CAPACITOR ("X" DENOTES KVAR) 0 DISCONNECT SWITCH - FUSED EP DISCONNECT SWITCH - NON-FUSED ® MOTOR CONTROLLER a COMBINATION MOTOR CONTROLLER S HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH TX WITH THERMAL OVERLOAD PROTECTION (")" DENOTES AS CONTROL "1" VOLUME CONTROL - CONTROLS SPEAKERS "1" FOLLOWS:) NONE - SINGLE POLE OA FIRE ALARM SYSTEM ADDRESSABLE RELAY 2 - 2 POLE OS Q PAGING HORN 3 - 3 POLE STPX HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH WITH THERMAL OVERLOAD PROTECTION WITH PILOT LIGHT MICROPHONE ROUGH -IN (")CDENOTES AS FOLLOWS:) NONE - SINGLE POLE Q 2 - 2 POLE 3 - 3 POLE PS POWER SUPPLY a PUSHBUTTON OR PUSH PLATE �rny BUZZER W BELL Ell HORN CHIME SINGLE PHASE MOTOR CONNECTION. PROVIDE 1P -20A, 120V TOGGLE SWITCH DISCONNECT SWITCH ® OVERHEAD DOOR CONTROLLER W/ OPEN, CLOSE, & STOP BUTTONS ELECTRICAL SYMBOLS AND ABBREVIATIONS LIGHTING SYMBOL DESCRPTION XOC X=FIXTURE TYPE, 2=CIRCUIT NUMBER, c=SWITCH LEG F-FLOURESCENT K - INCANDESCENT H - H.I.D. 4� FLOURESCENT TYPE FIXTURE • EQUIPPED WITH EMERGENCY BATTERY BALLAST O DOWNLIGHT TYPE FIXTURE U WALL MOUNT FIXTURE LIGHT POLE WITH ONE FIXTURE (FIXTURE LOCATION AND BASE SPACING AS SHOWN) ® EXIT LIGHT (MOUNTED ON CEILING) to EXIT LIGHT (SURFACE MOUNTED ON WALL) EMERGENCY WALL MOUNTED BATTERY UNIT 4 REMOTE EMERGENCY LIGHTING HEAD DEVICES SYMBOL DESCRPTION (a -X DUPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS FOLLOWS:) ALL RECEPTACLES SHALL BE HOSPITAL GRADE NONE - 20 AMP, 125VAC GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE WP - 20 AMP, 125VAC, WEATHERPROOF TYPE QQUADRAPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS FOLLOWS:) DUPLEX RECEPTACLE - ISOLATED GROUND TYPE QUADRAPLEX RECEPTACLE - ISOLATED GROUND TYPE aSIMPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS FOLLOWS:) ® SPECIAL RECEPTACLE - NORMAL CIRCUIT (SEE DRAWINGS AND SPECIFICATIONS) FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OAUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE DOOR SECURITY SYSTEM SYMBOL DESCRPTION QK KEYPAD ROUGH -IN © PROXIMITY CARD READER ROUGH -IN © REMOTE DOOR RELEASE BUTTON ROUGH -IN TELECOMMUNICATION SYSTEM OAUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) SURFACE RACEWAY WITH RECEPTACLES AS INDICATED ® PLUGSTRIP G CLOCK RECEPTACLE - 120VAC S TOGGLE SWITCH - 20 AMP, 120/277VAC S3 TOGGLE SWITCH - 3 -WAY S4 TOGGLE SWITCH - 4 -WAY SP TOGGLE SWITCH - PILOT LIGHT S TOGGLE SWITCH - KEY OPERATED ❑D INDIVIDUAL LIGHT DIMMER, 2000W Ela Sa LETTER DESIGNATION INDICATES SWITCH LEG FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OAUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE DOOR SECURITY SYSTEM SYMBOL DESCRPTION QK KEYPAD ROUGH -IN © PROXIMITY CARD READER ROUGH -IN © REMOTE DOOR RELEASE BUTTON ROUGH -IN TELECOMMUNICATION SYSTEM OAUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) SYMBOL DESCRPTION X NONE - PHOTOELECTRIC TYPE w S - SUPPLY R - RETURN SD - SMOKE DAMPER IF VOICE AND DATA OUTLET ROUGH -IN ODUCT DETECTOR REMOTE TEST STATION QW WALL TELEPHONE OUTLET ROUGH -IN OREMOTE DETECTOR ALARM LAMP vW WALL TELEPHONE AND DATA OUTLET ROUGH -IN ®X EXTINGUISHER SYSTEM ACTIVITY DEVICE ("X" DENOTES AS FOLLOWS:) NONE - WATER FLOW TYPE C - CO2 TYPE H - HALON TYPE PAGING/AUDIO SYSTEM QSPRINKLER SYSTEM OS & Y VALVE COD SYMBOL DESCRPTION OHORN - SINGLE PROJECTION HORN - SINGLE PROJECTION WITH VISUAL ALARM SIGNAL LU OS 1 LOUDSPEAKER - CEILING MOUNTED CONTROLLED BY VOLUME VISUAL ALARM SIGNAL DEVICE Q CONTROL "1" VOLUME CONTROL - CONTROLS SPEAKERS "1" ODOOR RELEASE DEVICE - FIRE ALARM ACTIVATED 1 OA FIRE ALARM SYSTEM ADDRESSABLE RELAY OS Q PAGING HORN HORN - SMALL ROOM TYPE WITH VISUAL ALARM SIGNAL w -�A AUDIO JACK ROUGH -IN MICROPHONE ROUGH -IN z PROJECTOR ROUGH -IN RACEWAY SYSTEM SYMBOL DESCRPTION CONCEALED CONDUIT E 4" CONDUIT SLEEVE WITH BUSHINGS THRU WALL ABOVE CEILING Q FLOOR BOX. SEE TYPICAL DETAILS FOR CONDUIT REQUIREMENTS LETTER DESIGNATION REFERS TO SYSTEM (SEE ABBREVIATIONS) PHASE CONDUCTORS F50 `GROUND QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT - SWITCH LEG �,F50" IS THE FEEDER SIZE L NEUTRAL CONDUIT TURNED UP 1) CONDUIT TURNED DOWN 0 JUNCTION OR PULL BOX CABLE TRAY DIMMING SYSTEM SYMBOL DESORPTION A THEATRICAL BOX - TYPE "A" REFER TO DETAIL SHEET FOR INFORMATION CCTV SYSTEM SYMBOL DESCRPTION O4 CCN ROUGH -IN INTERCOM SYSTEM SYMBOL DESCRPTION IC INTERCOM STATION ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317632.4444 fax 3 1 7.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESN;tIS CONTAMED HOON ARE THE EXCLUSIVE INT EMI& PROPERTY OF CARSON DESA ASSOCIATES, NO ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, VDW THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES \0\ �IIIiIilii//// \PM R E Tq0''' No. 10200105 ° STATE OF ate; S /ibNAL\�"��� �lmo w a COD :z O LU N Q C/) � O LTJ ::D z w z Q CD W 75 a cr_ C MJ Y L U O m mmiW 2 cc cc DATE / ISSUE / INITIALS: DRAWING TITLE: ELECTRICAL SYMBOLS JOB NO. 08-046 10-28-08 SHEET NUMBER: E001 DEMOLITION PLAN NOTES: O TOP (UPPER LEVEL) OF EXISTING BOOK RETURN HUT TO BE REMOVED BY OTHERS. COORDINATE AND PROVIDE ALL ELECTRICAL WORK REQUIRED FOR ELIMINATION OF EXISTING HUT. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER CONTROL CIRCUITS TO EXISTING CONVEYANCE SYSTEM CONTROL PANEL AND AUTOMATED BOOK RECEIVING DOOR SYSTEM. ODISCONNECT AND REMOVE EXISTING POWER AND CONTROL CIRCUITS FOR CONVEYOR BELT SECTION COMPLETE. REMOVE ALL EQUIPMENT FOR THIS BELT SECTION FROM THE TUNNEL SYSTEM COMPLETE AND PROVIDE TO THE OWNER FOR REUSE. REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. REMOVE EXISTING CONTROL CIRCUITS BACK TO NEAREST CONTROL SYSTEM PANEL IN AREA NOT EFFECTED BY NEW WORK. ODISCONNECT AND REMOVE EXISTING POWER AND CONTROL CIRCUITS FOR CONVEYOR BELT SECTION COMPLETE. ABANDONALL EQUIPMENT FOR THIS BELT SECTION /N PLACE. REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. REMOVE EXISTING CONTROL CIRCUITS BACK TO NEAREST CONTROL SYSTEM PANEL IN AREA NOT EFFECTED BY NEW WORK. ODISCONNECT AND REMOVE EXISTING POWER AND CONTROL CIRCUITS FOR THE CONVEANCE SYSTEM CONTROL AIR COMPRESSOR. RELOCATED COMPRESSOR SYSTEM AND ASSOCIATED EQUIPMENT TO NEW LOCATION IN WAINTENCE WRKRM/STOR. 149' (SEE SHEET E206). REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. REMOVE EXISTING CONTROL CIRCUITS BACK TO NEAREST CONTROL SYSTEM PANEL IN AREA NOT EFFECTED BY NEW WORK. ODISCONNECT AND REMOVE EXISTING POWER AND CONTROL CIRCUITS FOR THE TUNNEL VENTILATION EXHAUST FAN. REMOVE EXHAUST FAN EQUIPMENT COMPLETE. REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. REMOVE EXISTING CONTROL CIRCUITS BACK TO NEAREST CONTROL SYSTEM PANEL IN AREA NOT EFFECTED BY NEW WORK. O7 DISCONNECT AND REMOVE EXISTING EXTERIOR POWER RECEPTACLE. REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. 1 O8 DISCONNECT AND REMOVE ALL RACEWAY, POWER, AND CONTROL WIRING SYSTEMS IN CONFLICT WITH NEW WORK IN THIS AREA. REROUTE ALL SYSTEMS THAT MUST BE MAINTAINED TO UNAFFECTED AREAS AS REQUIRED. COORDINATED WITH OTHER TRADES AND FIELD VERIFY ALL WORK REQUIRED PRIOR TO BID (TYPICAL). O DISCONNECT AND REMOVE EXISTING LIGHTING FIXTURE AND ASSOCIATED WIRING SYSTEM TO THE NEXT NEAREST 11' LIGHTING FIXTURE COMPLETE. 10 DISCONNECT AND REMOVE EXISTING 3 -WAY LIGHTING SWITCH BACK TO NEAREST LIGHTING FIXTURE. �1i1 11 DISCONNECT AND EXISTING LIGHTING FIXTURE FROM 4! EXISTING LIGHTING CIRCUIT. ABANDON FIXTURE AND RACEWAY IN PLACE. 12 DISCONNECT AND EXISTING GFI RECEPTICAL FROM 13 EXISTING RECEPTICAL CIRCUIT. ABANDON UNIT AN DECLINE BELT RACEWAY IN PLACE. (BELT #2) i i 13 DISCONNECT AND REMOVE EXISTING CONTROL RELAY r AND ASSOCIATED ELECTRIC THERMOSTAT FOR EXHAUST FAN SYSTEM COMPLETE. 3 a' � r CUT AND REMOVE EXISTING ELECTRICAL RACEWAYS AT 1 i iTHIS LOCATION WITHIN TUNNEL FOR O '1 F 6 NEW MASONRY FLOOR SLAB OTHERS ITO SEAL OFF OF 10 UNUSED TUNNEL SECTION. TERMINATE ALL CONDUITS DROP BELT AIR COMP.i AND TH (BELT #1) „— ��� ,� BLANK O I COVERS ON UPPER SIDE (ACCESSABLE SIDE) OF 3 9 �l� NEW FLOOR SLAB (TYPICAL). -- AUT 15 DISCONNECT AND REMOVE EXISTING POWER AND RECEIVING DOOR 2 2 CONTROL PANEL MATED5 CONTROL CIRCUITS FOR THE VERTICAL SANDWICH BELT SYSTEM SECTION COMPLETE. REMOVE ALL EQUIPMENT FOR THIS BELT SECTION FROM THE TUNNEL SYSTEM COMPLETE AND PROVIDE TO THE OWNER FOR REUSE. REMOVE EXISTING POWER CIRCUITS BACK TO NEAREST JUNCTION BOX IN AREA UNAFFECTED BY NEW WORK. REMOVE EXISTING CONTROL CIRCUITS BACK TO NEAREST CONTROL SYSTEM PANEL IN AREA NOT EFFECTED BY NEW WORK. BOOK DROP HUT GROUND LEVEL DEMOLITION PLAN SCALE: 1/8" = 1'-0" BOOK DROP TUNNEL TUNNEL LEVEL DEMOLITION PLAN SCALE: 1/8" = 1'-0" CIRC. WORKROOM CLOSET / EAST GROUND LEVEL TUNNEL ELEC. PLAN SCALE: 1/8" = 1'-0" ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH 'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 7. ALL EQUIPMENT REMOVED SHALL BE MAINTAINED IN WORKING CONDITION AND PROVIDED TO THE OWNER FOR REUSE. IF THE OWNER DECIDES NOT TO SALVAGE THIS EQUIPMENT THEN THE CONTRACTOR SHALL PROPERLY DISPOSE OF ITEMS OR SELECTIVE ITEMS ACCORDINGLY. MODIFICATIONS TO CONVEYANCE SYSTEMS: ALL WORK DESCRIBED WITHIN THE SCOPE OF THE DRAWINGS FOR MODIFICATIONS TO AND SELECTED DEMOLITION OF THE EXISTING TECH LOGIC CORPORATION BOOK RETURN CONVEYANCE SYSTEM SHALL BE DONE IN SUCH A MANOR AS TO MAINTAIN THE FULL FUNCTIONALITY OF THE REMAINING SYSTEM FOR CONTINUED USE BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES AND PROVIDE ALL WORK FOR MODIFYING, REPROGRAMMING, AND RECOMMISIONING THIS SYSTEM FOLLOWING THE SELECTIVE DEMOLITION AND ABANDONMENT OF UNUSED BELT SYSTEMS AND CONTROL COMPONENTS. ALL COMPONENTS THAT MUST BE RELOCATED WHICH ARE IN CONFLICT WITH THE CONTRACTORS WORK SHALL BE DONE AT THE CONTRACTORS EXPENSE. THE OWNER'S RESIDENT ELECTRICIAN SHALL BE CONSULTED AND INFORMED OF ALL MODIFICATIONS PRIOR TO ALL WORK (JEFF JONES OR FRED VEHORN OF MOOREHEAD ELECTRIC) PLAN NOTES: (� MODIFY EXISTING CLOSET & TUNNEL LIGHTING SWITCHING CIRCUIT FROM A 3 -WAY SYSTEM TO A SINGLE POINT SWITCHING CIRCUIT. REPLACE EXISTING SWITCH WITH A NEW 2 -WAY TOGGLE SWITCH. MODIFY SWITCHING AND POWER CIRCUITS TO RECONNECT LIGHTING FIXTURE AT THE CEILING OF CLOSET ONLY. O NOT USED O RELOCATE EXISTING CONVANCE SYSTEM CONTROL COMPONENTS THAT MUST BE MAINTAINED TO THIS LOCATION. RECONNECTED TO EXISTING POWER AND CONTROL CIRCUITS AS REQUIRED. O4 NEW MASONRY FLOOR IN CLOSET TO BE INSTALLED BY OTHERS. ONEW MASONRY FLOOR SLAB TO BE INSTALLED BY OTHERS. COORDINATE NEW SLAB LOCATION WITH OTHER TRADES AND ARCHITECT. O PROVIDE NEW JUNCTION BOXES TO TERMINATE EXISTING POWER LIGHTING AND CONTROL CONDUITS ON ACCESSIBLE SIDE OF NEW FLOOR IN CLOSET FOR ALL RACEWAY SYSTEMS CUT OFF FROM INSTALLATION OF NEW MASONRY FLOOR BY OTHERS TO SEAL OFF TUNNEL. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS. CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE NTELIECtWL PROPERTY OF CARSON DESIGN ASSOCIATES. MD ARE NOT M BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. m COPd70fT 2003 CARSON DESIGN ASSOCIATES S M ° ERF�CF.�; NO. 10200105. STATE OF S�41NA1.-.F- DATE / ISSUE / INITIALS: DRAWING TITLE: TUNNEL ELECTRICAL POWER PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: E205 a W N Q (ZD C) L1J d- z w z_ a—J Q CD W C= CD C) U-) U 0 m W DATE / ISSUE / INITIALS: DRAWING TITLE: TUNNEL ELECTRICAL POWER PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: E205 I 00v 2138WnN 133HS 8002 8z pua a-1 IoqwS oo - ImpgnS amS :3144 'ON 80f uor PULWOMI JT WOO 4a61e1 uoi;enal3 31111 JNIM"4 �•— - — -Ile;a4 — - I° 10 veld P961eIU3 :30VIO03 3*dynos L __.._---- lagwnN;aayS 601,V wls 6 lagwnN Ile;aa lagwnN ;aayS 606V •uo!;on1}suo0 maN ay; Aq paln6guoo-a8 We W41 }3afold sty} }o adooS ay; ap!s;n0 SODIAaa snoeuellaosiIN WIS pue s;al;n0 `sayo;imS 'sam;x! j }y6rj 6u8se sag!Aao snoauellaosilN pue s;al;no 'sayo;rmS 'saln;x!d;y6!j 6u;s!x3 6umm-a11ol elg!suodsa�j aq ileyS 1o;oel;uoo '09 lagwnN uO1139S •sl!e}ap pue u61sep wa;sAs uoi;nqu;s!p me 1o; s6ulmelp leolueyoaw UOIjan IiSUOO algl}snqu io0-UOU o;1a;a8 -pa;eoipui as!maay;o ssalun (pleoq Ilem wnsdA6 „lagwnN;aayS 8/g) lepa}ew aiq!lsngwoouou aayjo pue wnupirtle jo si uolsuedxe Adoueo pue wnufuanle si Ldoueo BURSIx3 •t,g3 V4Sy 141!m 90uepaO33e ul ut pasoloue aq lleys saoeds wnuald asay; uiy;!m peleooi sleua;ew elq!;sngwoo IIV '179 3 W1SV palsal uagm sZ ueg4 aaleaa6 }ou xapuf peaads au.tell a seq ao SOL Hd3N 10 epapio aoumioped uoije6edoid y;!m eouepmoe uj passel uegm Og uey; ssal xapu pado{anap 95lowS a pue SZ uey; ssal xapu! 606V gig 9416ulleew 18416u1JaAO0 parvo ldde ue 14W NJOM91LUE4 p161a a 10 pajonilsuoo aq Metas Adoueo pealds aweg a aney lleys 10 elq!;sngwoouou aq o; palmbei ale walsAs uo!;nq!1}s!p ne ay; ;O J(doueo }ped se uo!;3un; pue;uawanow lie mo11e o; pau6lsap saoeds wnuald u!y;!m pasodxa sle!1a;eVy 'd8 •pa;eoipui aslmjaglo ssalun lagwnuN uO!;en913 ;3n$$I Ilem }ueoefpe wo1j „g pa;eool aq Alleo dfq lleys silem pn;s le;aw ui gwef loop yslug jo ap!s 96uiH •N8 (welsAs 1a uuds m o I 1 1 Lu ISI / „0-.006) y�ual u! „Q -9L 3 Pa;!w! anel o ed uowwo0 •p9;e3!pu1 aswuay;O 101 (welsAs 1alNuuds /m,&,Og) y;6ual u! „O -,OZ o; pal!w!l se6essed pua peaa ssalun loop a jo au!lialueo ay; lapun os op !legs Aay; '}aaw sleilasew 1ooIJ 1ei!wlss!p WOW ME! lagwnN pue eziS 'aweN woOH -aweN wood 30NV1SIa 13AV81 •lenoldde s;39;!yo1V (wa}sAs jelNuuds /m),,0 -,00C 10 (walsAs 1alNuuds o/m) „0-,OOZ 318VM011V 1o; uogelle;sur o; aoud uo!;euuo;ui uo!;elle;sui pue e;ep;Onpold;!wgng •swa;sits „1„ pue pa;sli -1-N panoldde y;!m paleas aq o; seilgwesse pa;e1 eig }o suoilel;aued pue s}u!of IIV •09 W31SAS H37IHNINdS ;ua;ul u61sep y;!m aoue!ldwo3 lol uogelle;sui of joud pa;!yo1V ay; qpm slino f Io.4uO3/uo!suedx9 paiNuudS Apnd ouvwoinv jo suogenol a;euiploOO •suoi;epuawwo3al s,1a1n}oe}nuew ay; lad y16ual U! 110-10£ o 1anO sllem pleoq IleM wnsdA6 ay; u! s;uof !o1;uo3/uoisuedxa ap!AO1d •asimaay;o pa;ou ssalun 3dA1 (alggsngwoo-uou) g-!! adA1 NOIlaf1211SNOO anoge uoi}onl;suoo loos/loog 10 6u!I!90 pue aOog a;al3uoo ay} o; palnoas aq ileys sllem Pnts IIV '38 T'7 -ogy uey; la;eal6 OU JO fq!suap NO11VOIAISSVIO ai1Ows e pue (;sa; lauun; 00Z -9L) ill jo uoi;eogisselo pealds awes} a aney IIeyS Sayslug C 1O!1a;ul ' a £-V AONVdn000 •uo!;eoguelo 10; 10 saiouedalosip;o 19u6lsap/}3a;!yo1V ay} A;!;ON 's6u!melp u° pa;el;sniii suo!suaw!p o; lajaa •s6uimelp aleos IOU oa -09 ;u!Od 6u1)POM dM - 90-pajeoipui! asim eglo ssalun silem mau;o eoe; pn;s 10/pue silem 1a;eaH 19;eM HM }aa; alenbs O£g adooS }°9fO1d 6ui;sixe jo eoel ysiug 'sauipa;ueo uwnlo3 'sllem Aluosew jo eoel wo1j uaAe} aie suoisuawyi gg suo. eln6al a;e;s pue fq!3 Aq pamolie se pue 1aum0 ay; ql!m powlguo3 aq;snw lenowal p°OM om ;aa1 alenbs = {6ui}slx3) easy 6uipimg ie;o1 V3HV Maims C 0lauuew a awes o asodsi A e6a ue a;!s a ; wo1 s!1 a ue sl n1 ` set} 6aodsuel •Vg 6uuano3peM OM �� d yl ' P ii I P y } q P P y .qq y 1 •6uiAoolq jo uoi}elle;sui ay} 6uimoliol palinbal se ooe;lns ase8 pooh 8M Ie;uozuOH 69-1 6uO-1 H-1-1 '—"Ilem;ueoefpe y3;ew o; yslug item medal pue y3;ed 'sllem Wilma Ile IV -swap pa}loddns InogpM O/M A1o;ene� AV -1 {Z666 -6'L 6 6V ISNb'/08`d0) Ilem Ile 10; silem 6ugsixa pue mau u! 6uii13olq poom paseal;;ueple;al 914 10 le;aw ap!nald ZV yl!M /M a;eu!we 1 wy-1 plepue}S sat;!pue s6Ulpli!oed pue s6ung !p!m8 algesi pue alq!ssaooy a}n}!;sui splepue;S leuo!;eN ueouawy [L (� sarpl!oed ifol (JVVaV) saugaplm0 alq!ssaooV 13V sagg!ges!Q y;!m sueouawV �,• pa;eoipu! as!nluay;o P!M/aP!M M uay3;!}{ ill s;uawpuawwV eueipul y;im apo0 6ulppng leuo!;eula;ul 90gZ) apo0 6uipI!nq eue!pul 8002 S3o00 ONimin8 C� ssalun }oe1;u°o lelaua6 ay; u! papnlaui aq Keys swa;! asay; lano 1o/pue lapun 'pwyaq al!1 IAu!n _LAsaln�l angel;s!ulwpV eue!pul 318Vai'1ddV s6ulna3 pue seem 's;o3suiem 'saseq `sloog l° says!ug lIV 'pa;ou swa;! ay};o uo!;enaasald ie34J9A 183A 10 uo!;elle;su! ay;10j molle o; sapel; aA!}3adsal ay} Aq apew aq Ileys suo!s!AO1d ;3e1}uo3 ay; #u!of if ui papnloui aq }ou pet's „6ui;s!x3„ 10 „;ueualpaum0 Ae„'(;0e4uO0 w;ON) „OTN„ Pa}ou sw911 'AV ■ ��� �� 3Q OJ •slay;o Aq pagvidw000e to paledald;oafold ay} uo �11om 1o} suogeog!oads 10/pue ai!1 uo!;sodwoo IAu!n 10A tslof A lsf :) sainpayos 's6ulmelp fol A;!i!q!suodsal ou sawnsse;oaptlo1V ay1 •s;uawnoop }oe1}uO0 944 jo a! ua 19;eM IOH MH (� ped aq of panl;suoo aq lleys slay;° Aq paledald sainpayos pue s6uimelp dogs pama!Aa�I 'XV r PI d u! n 'ATA n � leu!1n an OIeu!Lugns ay;10 lenoldde a;eudoldde ay;;o 6uisseoold aleldwoo o; loild eouawwoo }ou Ileys `paysiuln} aq o; palinbal ale saldwes 10/pue e;ep;onpold 's6u!melp dogs 6uiuo!;!Puo01!V pue uo!;ell;uan '6u!}eaH OVAH 431ym 10; was! lay}o 10 ao!Aap ';uawdinbe jo seoeid Aue jo uo!}ona;suoo 10 aln;oelnuew ay1 sa;oN as!mjay;O ssaiun NODI Ie;uOzuOH Zii:IOH P y P P lit P Py } l P P3 1 •;ua;ui u6!sa a ; y;im aoue 1o33e ui a e su! ue a siuln ales 3n old ar toads ay}set's 1e3!dA dAl ie;aW molloH WH alnsua O} pa}ou se swa;! UO pap!Ao1d aq Keys saldwes 10/pue e;ep }onpold 's6u!melp doyS MV alemPleH WOH L+, •suo!;on1}sui p9;se66ns pue suogepuawwooal uo!s!Aa!al Al 34619HM61H H H12iON o 'suoi;eog!oads s,1aln;oe;nuew ay; lad palle}sui aq lleys sieua;ew pue;uawdinba 'saln}xg IIV -AV paladal 2idWl PJeOB EIeM wnsdAO 8MJ •sluawleat; mopu!m pue 6ui;adleo Ile 6uluealo pue 6uiwnn3eA pue saoe}mul s auoydwal l31 Ile 6uiuealo of pa}!wil aq jou }nq 'apnlou! Keys do-ueelo •aoeds Aue }o Aouedn000 6uiNe; ui. a�i'�S 91!-1;ueua;/1aum0 0;loud do-ueelo uoi;onl;suo3 y6noloy; a ap!nad Keys 1°}3e14uo0 Iel9ua6 ayl 'NV P1eo8 � oel 81 leg ge10 80 1lel .T •9pe1;1!ay} Aq palle;sui 10 pays!wn};uawd!nbe ay; }o eoueueluiew 10 dol 0'1 a6ne0 VC) pue asn 1adold ay; ui ani;e;uesaldal s,laum0 l° 1aum0 ay;;on1}sui ileys 1o4oel;uo0 ayl '1V ;aad 13 adooS }39fO1d siyl jo ped a se pa;epdn ♦♦♦rrr+r��■araara�� uo!}aldwoo leque;sgns jo awl} ay;;e 1aum0 ay; °; Pa1an!Iap papuadsnS dS(1S ag;ou II!M ssa16310 sueaW 6ula;oN ♦ ��� 1(-J� ,� aq °} sat}uellem pue slenuew 'suo.10 sui page}sui 1° pasn sleila;ew pue }uawdmba y}!m as �.♦♦ j. • •^••••. �1, �i a !Aoki ale;ey; sequellem ue s enuew 'suo! pru;su! a;uud a we uiew e s 1o;oel;uo ay1 -Sy I 6S lis loold did P ! } P II 6 it y O ••'d�vl°rv, •• •,� P P plepue;S GIS %'saiouedalosip ue jo Ala;eipoww!;oa;!yo1V ay; as!ApV •suolloadsu► pue ys!u!d Nid d031111s + S;Iw1ad 10 s1opedsur Ue S ep31 O 6ui In eo0 6u!;oe}uo310 a !suodsal SI 10;3e1 UO a [eels SSalule;S ss •°��'°°' �+ d P I }} pl q l I Ig 6 O yl 21b' ;au!geo laysm6ul;x3 a1! 99 � 090 'pag!oads;onpold ay; o; A;!lenb lenba suoi;e3y!3adS SO3dS laysln6ugx3 as J o3d 11X3 ! 'ON ;o s! aln}!;sgns ay} }! au!w1a}ap °} uoi}ewlolu! alenbape ap!n°1d o;1a!lddns 10 1o}3e1;u°O ay; u° Jel!w!S WIS uiela 1°°ld Q3 �/ • ;, o �� ;uegwnoui s!;1 -uoi}oun} 10 aoueleadde'A;!lenb aoguoes;ou lleys suo!;n;gsgnS •a;ep 6u!uedo ;ood alenbs AS loua}x3 1X3 l,iX3 © 11X3 ••, �� X31 s o ' .a� �•` p!q ay; o; loud Aep 6uiNiom (g) au° uey; la;el ou pay!wgns aq Ileys suogn;!;sgnS •lenoldde u043aS 03S ........ ♦O 1oj 19u6isaa/jo9;!y31V ay; o; uo!;ewlo;ui npold and;einelay; Aq awedw000e6ullm ° ��i,� �S ♦♦♦♦+ ui paq!wgns aq lleys swell a !3ads o suo• n;!lsgns 1° s;sanbal la! ddns 1O 10 3eguo V OV alnpay3S a3HOS uoisued � ©; c ® �, ,;;; p `m 1 P g d i 1 O I! aaaannrrtirr 1!V A1ddnS VS x3 dX3 O +:; °> dW`dls -Ienba uanold;! 'palap!suoo aq Aewjuawd!nbe 6u11slx3 SIX3 Q � • 11X3 lay;O •splepue;s wnw!u!w 10 peua}aad ale pag!oeds slagwnu lepow Pue a�1ew ay1 'dV w4 f=” c 6uivad 6no uogena13 -13 s31vl3Ossv N3Is3O Nostro3 Booz 1H3Ib� do3 a;is u°gon1}suoo pue 6u!pl!nq ay; punole 10 uiy;!m lauuoslad Aue of O y b Ob Imp uoisuedx3 f3 ® ® ©u S3IVI3OSSVplezey ou sasod yo!ym lauuew a ui sauaA!lap yons a;euipmo Ile 1o;3e1;uo0 ay1 1o;enala pannbaa 41'j3Zi NEMS30 NOS'dV7 AO lN3SNOJ N3iubM 3Hl inoHi1M welsA sl •° j pa;euftep Alejeudoldde ay;;o a6esn ay;1ol a6ue11e lleys pue `sleua;ew 6uipgnq IIe jo aoeds 10;e1a611;a�1 �Id3�l S y .u!� uo!}elnsul 1oua;x3 gd13 a f ^ . 1aVd NI Zl0 31OHM 'O37nO01ld3b b0 O3Sf139 Ol ay; O} AM119p 10} 196euew 10/pue jeumo 6ulpllnq ay; ql!m aleu1P1003 IIeyS 10;3e1;u03 ay1 TqV Wei V3 O ON 3W ONV 'S3IVIJOSSV N912C NOSW:) i0)Xd3dOtid aoualala2l 3313 ° l ° — ltln1J3'n31m HA]SflI]X3 3H13bV NOAH 03NIVINOO •sluedn000 6ulpllnq U1ew9l o; 6u!;s!x3 'a'.i'3 •©> SNOIS30 ONV S1d37NOJ •SV3O13Hi ONV JNIM"O SIHl of aouegln;s!p ay; az!uw!uw o} shot' sseuisnq lewlou 1a:4e ln000 o} peleu!pmo3 aq Ileys 6UUNe1Q O/NQ Sa!;ingoe uo!pnl;suoo snoplezey Alle!}ua;od 1O aMnisi(] •�I1om uoi}3na;suoo 6uio6uo Ile pue 1!V uln;ab v1:1 wo:)-u$iSapuOSjE:).MMM aoeds ay; of ssaooe 1a6euew 10/pue 1aum0 6u!pl!nq ay; y;!m a;eulpl000 Ileys 1o;3e1;uoo ay1 lasly �j 1.1X3 GO cim Em •uogonl;suoo al!1 A11en0 10 191000 la;eM 6UINUud OMocm /.X= nn ;o pe;s ay} o; loud payspge;se plepue;s ay} o; wipluo3jou op ley; vom pa}aldwoo y;daa/daafl dO ^ 0 0 0 1o} paldeom aq Ileys slaplo a6uey3 ON -uoijorulsuo3 6urpe;s o; loud u!ewal ol. i iom 6ul;sixe uO!suawiQ Vllld .. „ 8SL8L SVX31 Nusn`d uaa13S uo430f0ld Sd JO;!uwg pue adoos ay; ;o lenoldde s,}oa;!yo1V/sdaum0 ay} uie;go Ileys 1o}oe1}uo0 •s;uauodwoo uie} unod 6u! uu OOZ 31Ins °3D"2 131 pue sleua;ew mou y;!m pualq pue yo;ew of Wuog!puma110/pue medal loj A;!Nge;mos a 3a . ar.iw ay; 6u!u!wla;ap pue uiewal o; N1om 6ui;sixe Ile 6u!A}u9A 1O; alq!suodsal aq Keys 1o}3el;uoo ayl �1V POOWId dM1d l!e}aa 130 $Allo mdn1N3D I Dir I I 1a;eM PIOO MO •swa;! y3ns 10I sa;ep A1an1I9p pue suogeuuguO31ap10;!wgns ';3a;!yo1V a}euiwe� 311sell Wt/'I ld 68£0'LL6'Z I S Xb'3 10 1aum0 ay; wol;;sanbei uodn 'Ileys pue ainpayos;oafold ay} 13a.4e Alaslanpe Aew;ey; sated d swell peal 6uol Ile jo Pa;!4o1V pue 1aum0 ay; 6u!s!npe 101 elq!suodsal aq Ileys 10;3e1;uoO a41 TV„ OZSO'LL6'Z I S 131 1o;3eiluoo lelaua0 a;!sodd0 ;ad1e dd0 al!131we1a0 lO Q ay};o A;!1!q!suodsal alos ay; si diysuew�llom pue 1ogel 'sieua;ew lie 10 uOgeu!p1oO3 ay1 Hy O 1dO ° ° © ©° ° i uo3lsuaO qua;ut u61saplo/pue suog!puoo 6ugsixe,'s;uawnoop 6u!uadO 0Nd0 i1SNOO JLIX3 Z£091bNdlONt `13WbdD ;3el;uoay; 6ulp1e6a1 u0 (30 UtnlOO '100 gsanb Aue •°'„'°' "•' I` >,v^° OOZ 31nS p!q of loud;oa;!y31V ay; w01� uo!;engueI3 a 6u!u!elgo 1o; alglsuodsal aq Ileys 1opel;uoo ayl 3V PueH epsodd0 •H•O ;iu� AauoseNl a;al3uoO f1WO „®, •uo!;on1}suo3 y;!m 6uipaeoold o} loud samuedalosip Aue jo 1au6is9(3/p9;!y31V 3n0 of in0 O Ol O aui1a}ua0 10 ),VM>I'dVd 31NIOd SZEZ ay; 4ION pa;eo!pu! asi Nuay;o ssalun umrulsuoo 6uipe;s °; loud suog!puo3 ;3e.quOO ui ION .0.1.N salol IO uoO fO ° o SL65'£�8'L I E Xb'3 qof pue suolsuaw!p Iluogeoguan p(ag 10; aiq!suodsal aq pet's 1o;3e1;uoo Ielaua0 3V ;aulgeo 8Vo TPR JOBUOi s! lanayo!ym;onpold 6L6S'Eir8'L I E 131 10 4e10 'ape1; ay} fol pa}elndgs se 10 A;uellem jo pouad fuewo;sno ay;1o} 10 1eaA (I,) euo wnw!u!yr1 NIW wOy°8 108 © ® jo pouad wnwiu!w a 10; `diysuew�Ilom pue slerla;ew u! 'A10;oelsges paluellem aq Ileys xlom IIV •CiV°” •suogepuawwom sdempelnuew la1njoe4nuew 031N 6uP13018 Odle S3.LVI'OSSV pue sapoo Ielapal pue a;e;s 'Ieooi algeogdde Ile o; 'plepue;s wnwiu!w a se 'aoue!Idwoo ;o w040g •0•g u! a e;sui a e s ue a e1 a ; }o splepue;s A !lenb ay; y}!m aoue 1o3oe u! a eys �l1om au!uezzaV11 �3Vy N!DIS3a P Ii q II y P P 6 y P q I[ IIV OV ase81ua!l!sa�i g „. le3iue439yy HO3W N, NOSHV:) aPJe0g 1OW" an sly;o sire;ap 3gi3ads ay} ui 10;oe1}uo0 ay; }3n1}sui o} }dwa}}e }ou op s;uawn3op }3el;uoi asagi yl GV •M1om ay; Jo uo!;aldwo3 pue uo!�oaxa 1adold ay; 1o; wnw!xeyy xVW ;uaw;eall IleAA le3!;sno3V 1MV ° ® A1u0sepy SVIN a;ew!xolddV ddb °•ru ' ..,. pa1lnbal swell ;! IIe ysiwnj Keys s1opel;uoo apel} ay} `paquosap 10 pa;eoipui adoos Ielaua6 ay; ;o s!seq ay} u0 -s;uawnoop }oeiluo3 ay; ;o sluawalmbal ay; jo uo!}aldwoo pue aoueuuoped 6u!uad0 ijuosayy •0.161 alll 6u!!!ao IemisnooV 10V IIn;fol palmbal >{1om ay; Ile equosap 10 a;eo!pu!;ou op s6u!melp ay; 's;uawnoop adoos leoipan 69-; 6uol AT1 1OQid pays!u!d anogV A.A.V sV •wa;sAs leen43nl4s;O adA} ay; pue s;uawala leln}3a}!yole lofew'6uipl!nq ay;,;o suoisuawip 11X� 11X3 ';daouoo u6isep Ie1npel!yole;o swiel ui pefold ay; to adoos lelaua6 ay; eleoipu! s6uimelp ayl VV SOWN Iva9u9D Su01:4eln9aggV EXTERIOR BOOK DROP LIGHTING DEMOLITION PLAN SCALE: 1/8" = 1'-0" ECTOR CONSULTING LLG Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 F ph. 317.632.4444 fax 317.632.4960 EXTERIOR BOOK DROP LIGHTING PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 7. COORDINATE INSTALLATION OF LIGHT FIXTURES WITH DUCTWORK, SUPPORTS, PIPING, EQUIPMENT, AND ARCHITECTURAL REFLECTED CEILING PLAN. DEMOLITION PLAN NOTES: OREMOVE CHAIN HUNG LIGHT FIXTURE FOR REINSTALLATION IN NEW LOCATION. REMOVE EXISTING POWER AND SWITCHING CIRCUITS FOR THIS FIXTURE TO NEAREST JUNCTION BOX AT CEILING. RELOCATE AND EXTEND POWER AND SWITCHING CIRCUITS TO REPOWER OTHER FIXTURES IN THIS ROOM TO REMAIN WHERE REQUIRED. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE NTEI1ECTM PROPERTY OF CARSON DESIGN ASSOCIATES. AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART. WTHOW THE WRITTEN CONSENT' OF CARSON DESIGN ASSOCIATES. (D COPYRIGHT 2003 CARSON DESIGN ASSOCIATES R. No. 10200105. - ° STATE OF SND I AN�� �i NAIL���,��` M EXTERIOR BOOK DROP POWER & SYSTEMS DEMO. PLAN SCALE: 1/8" = 1'-0" EXTERIOR BOOK DROP POWER & SYSTEMS PLAN SCALE: 1/8" = 1'-0" O MODIFY EXISTING LIGHTING POWER AND SWITCHING CIRCUITS SERVING THIS NEWLY SUBDIVIDED ROOM TO CONTROL FIXTURES AS SHOWN. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. 4O REPLACE EXISTING LIGHTING FIXTURE WITH NEW LIGHT FIXTURE IN THE SAME LOCATION. PROVIDE ALL NEW MOUNTING HARDWARE, ADDITIONAL STRUCTURAL SUPPORT, AND ACCESSORIES REQUIRED TO RECONNECT TO EXISTING POWER AND SWITCHING CIRCUITS. ORELOCATE EXISTING LIGHTING SWITCH BLOCKED BY INSTALLATION OF NEW WALL TO NEW WALL LOCATION SHOWN. PROVIDE NEW SWITCH BOX AND EXTEND CIRCUITS AND RACEWAYS AS REQUIRED. OINSTALL NEW SURFACE MOUNTED EXTERIOR LIGHT FIXTURES TO THE UNDERSIDE OF NEW CANOPY SYSTEM PROVIDED BY OTHERS. EXTEND EXISTING EXTERIOR LIGHTING POWER AND CONTROL CIRCUITS TO CONNECT NEW LIGHTING. 7O MODIFY EXISTING CLOSET & TUNNEL LIGHTING SWITCHING CIRCUIT FROM A 3 -WAY SYSTEM TO A SINGLE POINT SWITCHING CIRCUIT. REPLACE EXISTING SWITCH WITH A NEW 2 -WAY TOGGLE SWITCH. MODIFY SWITCHING AND POWER CIRCUITS TO RECONNECT LIGHTING FIXTURE AT THE CEILING OF CLOSET ONLY. SEE SHEET E205 FOR ADDITIONAL DETAILS REGARDING TUNNEL WORK. SO EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO INSTALL NEW POWER RECEPTACLES IN NEW WALL. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. +48" AFF O EXTEND AND REINSTALL EXISTING DATA/COMMUNICATIONS RECEPTACLES AND CABLING IN NEW WALL SYSTEM. +48" AFF 10 EXTEND EXISTING POWER AND CONTROL CIRCUITS AS REQUIRED TO RECONNECT RELOCATED HOT WATER UNIT HEATER. 11 EXTEND EXISTING POWER AND CONTROL CIRCUITS AS REQUIRED TO RECONNECT THE ELECTRIC THERMOSTAT FOR RELOCATED HOT WATER UNIT HEATER. +60" AFF 12 EXTEND SECURITY SYSTEM CABLING AS REQUIRED TO RECONNECT AND REINSTALL THE SECURITY SYSTEM MOTION SENSOR IN THIS LOCATION. +96" AFF 13 EXTEND EXISTING POWER, ELECTRIC CONTROL CIRCUITS, AND PNEUMATIC CONTROL LINES AS REQUIRED TO REINSTALL AND RECONNECT THE EXISTING CONVEYANCE SYSTEM CONTROL AIR COMPRESSOR AND ASSOCIATED FUSED SWITCH TO THIS NEW LOCATION. COORDINATE ALL WORK WITH THE OWNER'S STAFF AND RESIDENT ELECTRICIAN / SERVICE CONTRACTOR. 14 EXTEND EXISTING ROOM RECEPTACLE CIRCUIT(S) AS REQUIRED TO INSTALL NEW RECEPTACLES IN EXISTING WALLS BETWEEN THE BOOK DROP OPENINGS FOR FUTURE 'RFID READER' TO BE INSTALLED BY THE OWNER. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. +48" AFF (TYPICAL OF BOTH NEW AND EXISTING BOOK DROP LOCATIONS. DATE / ISSUE / INITIALS: DRAWING TITLE: BOOK DEPOSIT ELEC. PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: E206 ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX UNEFFECTED BY DEMOLITION WORK. RELOCATE AND EXTEND POWER TO REPOWER :000 RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. ODISCONNECT AND REMOVE EXISTING a DATA/COMMUNICATIONS RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE FINISHED WALL AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. ODISCONNECT AND REMOVE EXISTING POWER AND CONTROL CONNECTIONS TO EXISTING HOT WATER UNIT HEATER FOR REINSTALLATION IN A NEW LOCATION. O ODISCONNECT AND REMOVE EXISTING ELECTRIC W N THERMOSTAT AND CONTROL CABLING FOR INSTALLATION Q O IN NEW WALL SYSTEM IN A NEW LOCATION. LLI co DISCONNECT AND REMOVE EXISTING SECURITY SYSTEM Z MOTION SENSOR AND SECURITY CABLING FOR - z w Z NEW WALL SYSTEM IN A NEW LOCATION. INSTALLATION IN N T . +- S Typ. W s r)LU Q ti - CD �' cc C= G CD _ - - -�" - - - MAINT WRKRM/ ST R. �H III Lt's Lc) Q U - -- 14 12 �. - - - - I - - O TL 2 14 m 8 9 % PLAN NOTES: ` AIR ii O CONNECT NEW AND RELOCATED LIGHT FIXTURES TO W UH + 3. r�CUITS COMPRESSOR 1 EXISTING POWER AND SWITCHING CIRCUITS FOR THIS _ ROOM MODIFY AND EXTEND EXISTING IR - F30 WHERE REQUIRED TO MAKE NEW CONNECTIONS. -�� T T � 5 O PROVIDE NEW SWITCHING AND DEDICATED CIRCUITS ' - EXT, DROP 13 - FOR NEW LIGHTING FIXTURES AS SHOWN. UTILIZE 151, + EXISTING CIRCUIT(S) FROM DEMOLITION WHERE AVAIBLE. OW TOO ORDINATE NEW SWITCH MOUNTING Cj EXTERIOR BOOK DROP POWER & SYSTEMS DEMO. PLAN SCALE: 1/8" = 1'-0" EXTERIOR BOOK DROP POWER & SYSTEMS PLAN SCALE: 1/8" = 1'-0" O MODIFY EXISTING LIGHTING POWER AND SWITCHING CIRCUITS SERVING THIS NEWLY SUBDIVIDED ROOM TO CONTROL FIXTURES AS SHOWN. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. 4O REPLACE EXISTING LIGHTING FIXTURE WITH NEW LIGHT FIXTURE IN THE SAME LOCATION. PROVIDE ALL NEW MOUNTING HARDWARE, ADDITIONAL STRUCTURAL SUPPORT, AND ACCESSORIES REQUIRED TO RECONNECT TO EXISTING POWER AND SWITCHING CIRCUITS. ORELOCATE EXISTING LIGHTING SWITCH BLOCKED BY INSTALLATION OF NEW WALL TO NEW WALL LOCATION SHOWN. PROVIDE NEW SWITCH BOX AND EXTEND CIRCUITS AND RACEWAYS AS REQUIRED. OINSTALL NEW SURFACE MOUNTED EXTERIOR LIGHT FIXTURES TO THE UNDERSIDE OF NEW CANOPY SYSTEM PROVIDED BY OTHERS. EXTEND EXISTING EXTERIOR LIGHTING POWER AND CONTROL CIRCUITS TO CONNECT NEW LIGHTING. 7O MODIFY EXISTING CLOSET & TUNNEL LIGHTING SWITCHING CIRCUIT FROM A 3 -WAY SYSTEM TO A SINGLE POINT SWITCHING CIRCUIT. REPLACE EXISTING SWITCH WITH A NEW 2 -WAY TOGGLE SWITCH. MODIFY SWITCHING AND POWER CIRCUITS TO RECONNECT LIGHTING FIXTURE AT THE CEILING OF CLOSET ONLY. SEE SHEET E205 FOR ADDITIONAL DETAILS REGARDING TUNNEL WORK. SO EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO INSTALL NEW POWER RECEPTACLES IN NEW WALL. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. +48" AFF O EXTEND AND REINSTALL EXISTING DATA/COMMUNICATIONS RECEPTACLES AND CABLING IN NEW WALL SYSTEM. +48" AFF 10 EXTEND EXISTING POWER AND CONTROL CIRCUITS AS REQUIRED TO RECONNECT RELOCATED HOT WATER UNIT HEATER. 11 EXTEND EXISTING POWER AND CONTROL CIRCUITS AS REQUIRED TO RECONNECT THE ELECTRIC THERMOSTAT FOR RELOCATED HOT WATER UNIT HEATER. +60" AFF 12 EXTEND SECURITY SYSTEM CABLING AS REQUIRED TO RECONNECT AND REINSTALL THE SECURITY SYSTEM MOTION SENSOR IN THIS LOCATION. +96" AFF 13 EXTEND EXISTING POWER, ELECTRIC CONTROL CIRCUITS, AND PNEUMATIC CONTROL LINES AS REQUIRED TO REINSTALL AND RECONNECT THE EXISTING CONVEYANCE SYSTEM CONTROL AIR COMPRESSOR AND ASSOCIATED FUSED SWITCH TO THIS NEW LOCATION. COORDINATE ALL WORK WITH THE OWNER'S STAFF AND RESIDENT ELECTRICIAN / SERVICE CONTRACTOR. 14 EXTEND EXISTING ROOM RECEPTACLE CIRCUIT(S) AS REQUIRED TO INSTALL NEW RECEPTACLES IN EXISTING WALLS BETWEEN THE BOOK DROP OPENINGS FOR FUTURE 'RFID READER' TO BE INSTALLED BY THE OWNER. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. +48" AFF (TYPICAL OF BOTH NEW AND EXISTING BOOK DROP LOCATIONS. DATE / ISSUE / INITIALS: DRAWING TITLE: BOOK DEPOSIT ELEC. PLANS JOB NO. 08-046 10-28-08 SHEET NUMBER: E206 Clay 1 C Interior Renovations NORTH 55 4th Avenue SE Carmel, Indiana 46032 Drawing Index Sheet Number Sheet Dime Architecture G000 Cover Sheet A002 General Information and Standard Details A101 First Floor Demolition Plan A102 Second Floor Demolition Plan A103 First Floor RCP Demolition A104 Second Floor RCP Demolition A201 First Floor Arch. Plan A202 Second Floor Arch. Plan A203 First Floor Reflected Ceiling Plan A204 Second Floor Reflected Ceiling Plan A208 Finish Plan and Schedule A209 Childdren's Area - Details Mechanical, Electrical, and Plumbing M001 Mechanical Legend M201 Mechanical Plan E001 Electrical Symbols E201 First Floor Lighting Plan E202 First Floor Electrical Power Plan E203 Second Floor Lighting Plan E204 Second Floor Electrical Power Plan E601 Lighting Schedules E602 Electrical Schedule v U CAP.SM DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL, I NDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUTE 200 AUST1 N TEXAS 78758 www. carsondesign. com S I AW. ��� �Q`.• G� STER •.,� �i No. :10500156: STATE OF INDIMA..- 11 �1 N L I. O Mtn t� Z �O 6 p�C�� jr� U wilU6 U)9a0�, �O JUL) �w d ...� . U M �2 It ct N LOU SHEEP NUMBER CIM w •Z, c = 3 'tO V V U C i 0 Y �y hr r.y f0 Q O M z 2Z+ o M3 � z Z d� o.v(na 0 o E� �3 f L c jp u9 g aom c cw N W o v �Ucca Gl L .0 L > c f('/1Q M M _ Cr - r = L L Q 0 zZ 0 y C rN W 0.6j 13 QaGrVON) ¢' Exit Exit Abbreviations v A.F.F. Above Finished Floor LLV Long Leg Vertical ACT Acoustical Ceiling Tile M.O. Masonry Opening APP Approximate MAS Masonry ° AWT Acoustical Wall Treatment MAX Maximum Existing construction ' o o ° o MB Marker Board (wall, column wrap, etc.) MECH Mechanical to remain (typ.) ° ©°° B Resilient Base MEZZ Mezzanine ao. B.O. Bottom of Match new wall type with " BLKG Blocking MFG Manufacturer existing wall construction to Align face of any new 13 ° remain. construction w/ face of o MIN Minimum adjacent existing construction BOT Bottom to remain unless otherwise Exit CAB Cabinet /� CJ Control Joint N.I.C. Not in Contract indicated. E Proposed interior wall 13 � 13 11 CL Center Line O TO O Out to Out construction. Refer to floor — — — O.H. Opposite Hand plans for wall type. n © CMU Concrete Masonry Unit 1\(v COL Column OD Outside Diameter Existing constructions CONST Construction OPNG Opening (wall, column wrap,;; ©° CPT Carpet etc.) to remain (typ.) i".�., o. © CT Ceramic Tile OPP Opposite Existing construction' ❑ 13 o P Paint (wall, column wrap, etc.) w to remain (typ.) �" ab Exit CW Cold Water to LAM Plastic Laminate PLWD Plywood DET Detail Align face of any newo i ' u ' u 1 1 0 0 o DF Drinking Fountain PS Projection Screen construction w/ face of Align face of any new o DIM Dimension adjacent existing construction w/ face of adjacent .. , r o; ,, ®° ° DP Deep/Depth construction to remain existing construction to remainQT Quarry Tile unless otherwise indicated. unless otherwise indicated. Exit❑ DWC Drinking Water Cooler R Riser ❑ RA Return Air Proposed interior wall — — DWG Drawing construction. Refer to floori Exit E.T.R. Existing to remain REF Reference plans for wall type. Exit EA Each REFR Refrigerator EIFS Exterior Insulation Finish System REQD Required Exit EJ Expansion Joint RO Rough Opening EL Elevation EXIS Existing EXP Expansion SA Supply Air Area in Scope w/ Wall SCHED Schedule Wal I AI ignment Ded I 1 Ground Level A oor PI an Construction SEC Section EXT Exterior SF Square Foot 1 : 1 AOo2 1�� = 40� -0�� FD Floor drain SIM Similar FE Fire Extinguisher SPECS Specifications FEC Fire Extinguisher Cabinet SS Stainless Steel Exit Exit FIN Finish STD Standard FLR Floor STL Steel SUSP Suspended FT Feet GA Gauge T.O. Top Of ®t GB Grab Bar TB Tack Board ❑ ❑ ❑ ❑ ❑ 1 ❑ TEL Telephone GWB Gypsum Wall Board TMPR Tempered H. High/Height TV Television HDWR Hardware ❑ ❑ `®' ❑ ❑HM Hollow Metal New or existing window mullion _ TYP Typical HORIZ Horizontal UON Unless Otherwise Notes Black neoprene seal adhered to face of mullion and sill cap �® ® HVAC Heating, Ventilation and Air Conditioning at all exposed surfaces adjacent to aluminum channel. UR urinal 13❑ 13HW Hot Water V.I.F. Verify in Field JST Joist VCT Vinyl Compostion Tile Aluminum brake metal channel w/ edges returned (color JT Joint VERT Vertical to match window framing system). Exit ®" VT Vinyl Tile -Esoff„, KIT Kitchen W. Wide/Width ❑ ❑ Cl ❑ Edge of sill below. LAM Larnate W/ With o° LAV Lavatory W/O Without Wall construction (refer to floor plan) center on window LLH Long Leg Horizontal WB Wood Base mullion, © Exit WC Wallcovering ., 13❑ 13 WD Wood Note: Provide tight fit where wall is coped around any window ® WH Water Heater sill construction. _ WP Working Point Typical Wall Ai 1:1 °L at P lul I ion Second Level A oor Plan 111 = 40'-01' APPLICABLE BUILDING CODES Indiana Administrative Rules 2008 Indiana Building Code (2006 International Building Code with Indiana Ammendments Americans with Disabilities Act Accessible Guildelines (ADAAG) for Buildings and Facilities American National Standards Institute Accessible and Usable Buildings and Facilities Standard (CARO/ANSI A117.1-1992) CONSTRUCTION TYPE Type II -B (non-combustible) OCCUPANCY CLASSIFICATION A3 BUILDING AREA Total Building Area (Existing) = 110,500 square feet Project Scope 1500 square feet AUTOMATIC SPRINKLER SYSTEM Fully Sprinkled ALLOWABLE TRAVEL DISTANCE 200'-0” (w/o sprinkler system) or 300'-0" (w/ sprinkler system) Dead End passages limited to 20'-0" in length (50'-0" w/ sprinkler system) Common Path of Tavel limited to 75'-0" in length (100'-0" w/ sprinkler system) Area in Scope w/ Wall Construction 0 - Refer to drawing where shown. 8 - Door number Room 101 o I me - Room Name, Size and Number �— 1 Elevation Nnumber A101 Sheet Number SIM Section Number 1 A101 Sheet Number Detail Number SIM 1 A101 Sheet Number Enlarged Plan or Detail- L - — — - _J QRevision Elevation Target General Nates AA. The drawings indicate the general scope of the project in terms of architectural design concept, dimensions of the building, major architectural elements and the type of structural system. As scope documents, the drawings do not indicate or describe all the work required for full performance and completion of the requirements of the contract documents. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. AB. These contract documents do not attempt to instruct the contractor in the specific details of his trade. AC. All work shall be in accordance with the quality standards of the trade and shall be installed in compliance, as a minimum standard, to all applicable local, state and federal codes and manufacturer's recommendations.. AD. All work shall be warranted satisfactory, in materials and workmanship, for a minimum period of one (1) year or for the customary period of warranty or as stipulated for the trade, craft or product whichever is longer.. AE. General contractor shall be responsible for field verification of all dimensions and job conditions prior to starting construction unless otherwise indicated. Notify the architect/designer of any discrepancies prior to proceeding with construction. AF. The contractor shall be responsible for obtaining a clarification from the architect prior to bid submittal and/or start of construction with regard to any question regarding the contract documents, existing conditions aor design intent.. AG. It is the owner's and/or tenant's responsibility to review and check the construction documents prior to construction and verify any and all locations, sizes quantity and specific materials used in conjunction with the ownees/tenant's special equipment layout, use or function. AH. The coordination of all materials, labor and workmanship is the sole responsibility of the general contractor. AJ. The contractor shall be responsible for advising the owner and architect of all long lead items that may adversely affect the project schedule and shall, upon request from the owner or architect, submit order confimrations and delivery dates for such items. AK. The contractor shall be responsible for verifying all existing work to remain and determining the suitability for repair and/or reconditioning to match and blend with new materials and components. Contractor shall obtain the owner's/tenant's approval of the scope and limit of existing work to remain prior to starting construction. No change orders shall be accepted for completed work that does not conform to the standard established prior to the start of construction.. AL. The contractor shall coordinate with the building owner and/or manager access to the space and all ongoing construction work. Disruptive or potentially hazardous construction activities shall be coordinated to occur after normal business hours to minimize the disturbance to building occupants.. AM. The contractor shall coordinate with the building owner and/or manager for delivery to the space of all building materials, and shall arrange for the usage of the appropriately designated elevator. The contractor shall coordinate such deliveries in a manner which poses no hazard to any personnel within or around the building and construction site. AN. Commencing work by a contractor or subcontractor constitutes acceptance of the conditions and surface concerned. If such conditions or surfaces are unacceptable, the general contractor shall be notified immediately and work should cease until the unacceptable conditions can be remedied. AP. The make and model numbers specified are preferred or minimum standards. Other equipment may be considered, if proven equal. AQ. Al contractor or supplier requests for substitutions of specified items shall be submitted in writing accompanied by the alternative product information to the architect/designer for approval. Substitutions shall be subrnitted no later than one (1) working day prior to the bid opening date. Substitutions shall not sacrifice quality, appearance or function. It is incumbent on the contractor or supplier to provide adequate information to determine if the substitute is of equal quality to the product specified. AR. The contractor is responsible for contacting local building officials and inspectors for permits and inspections. Advise the architect immediately of an discrepancies. AS. The contractor shall maintain all printed instructions, manuals and warranties that are provided with equipment and materials used or installed. Instructions, manuals and warranties to be delivered to the owner at the time of substantial completion. AT. The contractor or subcontractor shall instruct the owner or owner's representative in the proper use and maintenance of the equipment furnished or installed by their trade. AU. The general contractor shall provide a thorough construction clean-up prior to owner/tenant taking occupancy of any space. Clean-up shall include, but not be limited to cleaning all surfaces and vacuuming and cleaning all carpeting and window treatments. AV. All fixtures, equipment and materials shall be installed per the manufacturer's specifications, recommendations and suggested instructions. AW. Shop drawings, product data and/or samples shall be provided on items as noted to ensure that the specified products are furnished and installed in accordance with the design intent. The manufacture or construction of any pieces of equipment, device or other item for which shop drawings, product data and/or samples are required to be furnished, shall not commence prior to complete processing of the appropriate approval of the submittal. AX. Reviewed shop drawings and schedules prepared by others shall not be construed to be part of the contract documents. The architect assumes no responsibility for drawings, schedules and/or specifications for work on the project prepared or accomplished by others. AY. Items noted "N.I.C" (Not in Contract), "By owner/Tenant" or "Existing" shall not be included in the contract. Provisions shall be made by the respective trades to allow for the installation or preservation of the items noted. All finishes of floors, bases, wainscots, walls and ceiiings behind, under and/or over these items shall be included in the general contract unless otherwise indicated. . AZ. Provide metal or fire retardant treated wood blocking in new and existing walls for all wall supported items. At all existing walls, patch and repair wall finish to match adjacent wall surface as required following the installation of blocking.. BA Transport trash, rubbish and debris from the site and legally dispose of same. The manner of removal must be confirmed with the owner and as allowed by city and state regulations. BB. Dimensions are taken from face of block walls, colurn lines and/or finish face of walls unless otherwise indicated. BC. Do not scale drawings. Refer to dimensions illustrated on drawings notify the architect/designer of discrepancies of for clarification. BD. Interior finishes shall have a flame spread classification of III (76-200 tunnel test) and a smoke density of no greater than 450. BE. Al stud walls shall be secured to the concrete floor and ceiling or floor/roof construction above. Provide expansion/control joints in the gypsum wall board walls over 30'-0" in length per the manufacturer's recommendations. Coordinate locations of expansion/control joints with the architect prior to installation for compliance with design intent. BF. All stud or masonry walls extending from floor to roof/floor structure above must provide for a minimum of 2" vertical roof/floor deflection. BG. Al joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and 'T" systems. Submit product data and installation information prior to installation for architects approval.. BH. Furnish and install plumbing fixtures as shown. The plumbing fixtures and toilet seats shall be white unless otherwise indicated. All exposed piping and supply fittings shall be chrome plated unless otherwise indicated. All wall penetrations shall be fitted with chromium plated escutcheons. BJ. Fixtures indicate as handicap accessible shall comply with A.D.A. requirements. BL. Hot water and drain pipes under lavatories and handicap accessible sinks shall be installed or otherwise configured to protect against contact. BM. Faucets shall comply with A.D.A. requirements. Lever -operated, push -type and electronically controlled mechanisms are acceptable unless otherwise indicated. BN. Where dissimilar floor materials meet, they shall do so under the centerline of a door unless otherwise indicated. BP. Hinge side of finish doorjamb in metal stud walls shall typically be located 6" from adjacent wall unless otherwise indicated. BQ. Materials exposed within plenum spaces designed to allow air movement and function as part of the air distribution system are required to be noncombustable or shall have a flame spread index less than 25 and a smoke developed index less than 50 when tested in accordance with ASTM E 84. All combustible materials located within these plenum spaces shall be enclosed in noncombustible material (5/8" gypsum wall board) unless otherwise indicated. Refer to mechanical drawings for air distribution system design and details.. TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTLRY OMCs TERRACE, SUITE 200 A -STI N, TDCAS 78758 THIS DRAYM N; AND TFE I CEAs, OPTS AND CESIG�5 CONFAI NED I-EREIN PRE THE EXG- SIVE I NMI ECTUA L PROPERTYOF CARSON DESIGN ASSOCIATE$ AND ARE NST TO BE USED OR R EPIXX UCER SLE OR IN PART, VVTHCUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATE& OCPYRIGHT2004 CARSON CESIGNASSOCIATES �♦♦ C. SCh, ��i� o.:P ca No. •:� 10500156. CIO :% STATE OF ND I AN ,,� I0 (n 0:3 C O N • •� U M � Cd O CIO CU Q Ln O (� • C V ISSUE: SQUARE FOOTAGE: DRAWI NG TITLE: General Information and Standard Details JOB NO DATE 10800000 01-23-08 SHEET NUMBER "2 Rrs Floor Demolition Plan 1/16" = V-0" 4 4 Enlarged Demo Plan - Tree A101 1/8" = V-0" ASV T ECS 12 0 12 - zt II I� II II O II II O II O II O II II O II I� II II II 13 3 C!RC0 L AT11OI ',J,J 0 R K R 0 0 M 159 Demo Plan - Workroom C C J A/V C OTLr CTION 134 Demolition Notes Refer to demolition plan for additional notes and demolition information. A Dashed lines indicate existing items to be removed. Unless noted otherwise, contractor shall be responsible for the off-site disposal of all demolition items. B. Relocated items shall be cleaned and placed in storage, per owner's directions until items are ready to be reinstalled. If item is damaged during demolition or relocation it shall be repaired or replaced with new item as approved by owner at no expense to owner. C. Demolition shall be done without damage to existing construction to remain. Where such damage occurs patch, repair, or restore walls, floors, ceilings, etc to match existing. Provide shoring, bracing, or support as required to prevent movement or settlement of existing construction. D. Contractor shall be responsible for the coordination of demolition items with the other trades prior to the start of demolition work. E. Remove all existing construction, items and finishes made obsolete by, or in conflict with new construction. Coordinate with architectural. Remove wiring back to source at all outlets, etc. made obsolete by wall removal or any other new construction. F. Where existing walls, bulkheads, or finishes are removed or partially demolished, each trade shall be responsible for patching or refinishing of existing construction required by that trades work on this project. This work must be done in a matter which will accept new finishes. G. All contractors are responsible for removal and replacement of ceiling grid and/or tiles in any area where they need access and the existing ceiling is to remain. Unless otherwise noted, contractor shall replace any ceiling tiles or grid damaged in this process. H. At the owner's request salvaged items shall be turned over to the owner or stored in an area designated by the owner. I. Dimensions shown for existing construction to be demolished are approximate and are intended to give a general idea of work to be removed or work to be temporarily removed in order to complete new construction. Coordinate demolition work with design intent of new construction to provide adequate area for this work. J. Contractor must field verify all areas and/or work to be demolished prior to beginning work. Contractor must coordinate with architect any differences between field verified conditions and/or construction, and what is shown on demolition drawings. K. Prior to beginning demolition, dust control barriers shall be constructed to prevent the spread of dust into surrounding areas. L. Exiting from structure, if required to pass through demolition area(s), shall have approved barriers, etc., to insure public safety. M. When applicable, refer to structural, mechanical, electrical, and plumbing demo drawings for additional demolition requirements and information. N. Remove and reinstall all equipment or construction on walls receiving new finishes. Coordinate with architectural finish plan and/or schedule. O. Refinish entire surfaces as necessary to provide an even finish. Refinish entire assemblies. Continuous surfaces will be taken to the nearest intersection. P. Remove all dirt, dust, debris, etc. daily. Do not allow refuse to block corridors, stairs, or any other traffic area. Q. It is essential that the client be able to function as normal as possible in areas adjacent to renovation or new construction. Demdibon Le�e�nd Refer to general demolition notes for additional information. Indicates existing partitions to be removed. Indicates existing partitions to remain. _ Dashed lines indicate portion of existing partition to be removed for future construction. See floor plan for required usage. n i Indicates existing door and frame to be removed (or door & sidelight if indicated as such). Note: Doors may be re -used. ( Coordinate with building owner possible door re -use. Use only best condition doors for this purpose. Refer to floor plans for possible new location. ( I Indicates existing light fixture to be removed. Note: Fixture may be re -used. Refer to reflected ceiling plan for possible F �� new location use only best condition fixtures for this purpose. L_ — J Fixtures must be cleaned and inspected prior to re- installation. Z Indicates existing diffuser(s) to be removed. Coordinate with HVAC contractor for possible re -use and/or locations u of required new HVAC equipment. I I — — F– — — — Indicates existing 2X ceiling grid to be removed. --L—L-- I I Demoliti NORTH on Plan Keynotes Demo Plan - Audio/Visual COPY 1 Remove Existing Door and Frame in its Entirety. 2 Remove Existng Countertop in its Entirety. Patch and Repair Adjacent Floor and Wall Surfaces as Required for a Smooth Seamless Transition. 3 Remove Existing Wall in its Entirety. Patch and Repair as Required for New Finishes. 4 Remove Existing 'Tree" Milwork to be Removed in its Entirety. Salvage and return to owner. 5 Remove Existing Listening Booth in its Entirety. Patch and Repair adjacent Floor and Wall Surfaces as Required for new finishes and a Smooth and Seamless Transition. 6 Remove Existing Milwork in its entirety. Salvage and return to owner. Patch and Repair as Required for New Finishes. 7 Remove portion of Existing Wall as Required for new Door and Frame. 8 Remove Existing Accoustical Ceiling Tile Only, the Existing Grid is to remain intact as it is to Recieve New Accoustical Ceiling Tiles. 9 Remove Existing Ceiling Hung Light Fixture. Patch and Repair as Required for a Complete and Uniform Ceiling. Salvage and Return Fixtures to Owner. 10 Remove Portion of Existing Ceiling as required to accomodate New Wall. Patch and Repair as Required for a Complete and Uniform Ceiling. 11 Remove Portion of Existing Acoustical Ceiling Tile and Grid System and Bulkhead in its Entirety. Patch and Repair Existing Construction as Required for New Construction. 12 Remove Existing storefront system in its Entirety including Door and Sidelight. Patch and repair Floor and Wall Surfaces as Required for a Smooth Seamless Transition. 13 Remove Portion of Existing Wall as such that the Top of the Wall can be Reused to Extend Adjacent Bulkhead the Width/Depth of the Existing Wall. 14 TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUTE 200 CARMEL., I NDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 All N, TEXAS 78758 THIS DRAVanG MD THE IMA.S, CONO=PrS AND IDESIGIZ CONFA! N:D FfREIN ARE THE EXCI-WVE I NMI ECTUAL FRCPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NDT TO BE USED OR RH ROCUCELQ WHOLE OR I N PART, VWTHCUT TF E WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES ODPIRIGHr20D4 CARSONDE9QVASSCOATES ■ ���i111111111 SCy l����Q' •Q•<,D,� STERF� :10500156: STATE OF • Z ��'••,;;CH I TEG 181111 i Second Floor Demolition Plan 1/16" = V-0" II III 1�1 Enlarged Demo Plan -Media 1/8" = 1'-0" -- -- J M E- L) A STATION 200 YEA G 01, LEC 10N 201 LL ed Demo Plan - Co 1/8" = 1'-0" P�B'�IC LOUNGE 2 264 TRAINING ROOM 260 Enlarged Demo Plan -Public Lou 1/8" = 1'-0" Demolition Notes Refer to demolition plan for additional notes and demolition information. A Dashed lines indicate existing items to be removed. Unless noted otherwise, contractor shall be responsible for the off-site disposal of all demolition items. B. Relocated items shall be cleaned and placed in storage, per owner's directions until items are ready to be reinstalled. If item is damaged during demolition or relocation it shall be repaired or replaced with new item as approved by owner at no expense to owner. C. Demolition shall be done without damage to existing construction to remain. Where such damage occurs patch, repair, or restore walls, floors, ceilings, etc to match existing. Provide shoring, bracing, or support as required to prevent movement or settlement of existing construction. D. Contractor shall be responsible for the coordination of demolition items with the other trades prior to the start of demolition work. E. Remove all existing construction, items and finishes made obsolete by, or in conflict with new construction. Coordinate with architectural. Remove wiring back to source at all outlets, etc. made obsolete by wall removal or any other new construction. F. Where existing walls, bulkheads, or finishes are removed or partially demolished, each trade shall be responsible for patching or refinishing of existing construction required by that trades work on this project. This work must be done in a matter which will accept new finishes. G. All contractors are responsible for removal and replacement of ceiling grid and/or tiles in any area where they need access and the existing ceiling is to remain. Unless otherwise noted, contractor shall replace any ceiling tiles or grid damaged in this process. H. At the owner's request salvaged items shall be turned over to the owner or stored in an area designated by the owner. I. Dimensions shown for existing construction to be demolished are approximate and are intended to give a general idea of work to be removed or work to be temporarily removed in order to complete new construction. Coordinate demolition work with design intent of new construction to provide adequate area for this work. J. Contractor must field verify all areas and/or work to be demolished prior to beginning work. Contractor must coordinate with architect any differences between field verified conditions and/or construction, and what is shown on demolition drawings. K. Prior to beginning demolition, dust control barriers shall be constructed to prevent the spread of dust into surrounding areas. L. Exiting from structure, if required to pass through demolition area(s), shall have approved barriers, etc., to insure public safety. M. When applicable, refer to structural, mechanical, electrical, and plumbing demo drawings for additional demolition requirements and information. N. Remove and reinstall all equipment or construction on walls receiving new finishes. Coordinate with architectural finish plan and/or schedule. O. Refinish entire surfaces as necessary to provide an even finish. Refinish entire assemblies. Continuous surfaces will be taken to the nearest intersection. P. Remove all dirt, dust, debris, etc. daily. Do not allow refuse to block corridors, stairs, or any other traffic area. Q. It is essential that the client be able to function as normal as possible in areas adjacent to renovation or new construction. Demolition Plan Keynotes 1 Remove Existing Door and Frame in its Entirety. 2 Remove Existng Countertop in its Entirety. Patch and Repair Adjacent Floor and Wall Surfaces as Required for a Smooth Seamless Transition. 3 Remove Existing Wall in its Entirety. Patch and Repair as Required for New Finishes. 4 Remove Existing 'Tree" Milwork to be Removed in its Entirety. Salvage and return to owner. 5 Remove Existing Listening Booth in its Entirety. Patch and Repair adjacent Floor and Wall Surfaces as Required for new finishes and a Smooth and Seamless Transition. 6 Remove Existing Milwork in its entirety. Salvage and return to owner. Patch and Repair as Required for New Finishes. 7 Remove portion of Existing Wall as Required for new Door and Frame. 8 Remove Existing Accoustical Ceiling Tile Only, the Existing Grid is to remain intact as it is to Recieve New Accoustical Ceiling Tiles. 9 Remove Existing Ceiling Hung Light Fixture. Patch and Repair as Required for a Complete and Uniform Ceiling. Salvage and Return Fixtures to Owner. 10 Remove Portion of Existing Ceiling as required to accomodate New Wall. Patch and Repair as Required for a Complete and Uniform Ceiling. 11 Remove Portion of Existing Acoustical Ceiling Tile and Grid System and Bulkhead in its Entirety. Patch and Repair Existing Construction as Required for New Construction. 12 Remove Existing storefront system in its Entirety including Door and Sidelight. Patch and repair Floor and Wall Surfaces as Required for a Smooth Seamless Transition. 13 Remove Portion of Existing Wall as such that the Top of the Wall can be Reused to Extend Adjacent Bulkhead the Width/Depth of the Existing Wall. 14 7 3 - - JI nTMT =j -j -T Enlarge 1/8" = 1'-0" Demo Plan - Offices El TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARMEL, I NIDI" 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AffnN TD(AS 78758 THIS DRAVN N; Ar D TF E I LEAS, CCNCEPrS AND DESIGNS ODWAI N=D FIEREIN ARE THE EXQIbIVE I NrEiECTIIAL PRCPERTY OF CARSON DFSIGNASSOCIATES, AND ARE NDT TO BE USED OR REPRODUCED, WHOLE OR I N PART, VNTHCUT TFE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. COPYRIGHT20D4 CARSON CES! GNASSOCIATES STAMP: !0 C. SC y STEREO m No. 10500156; STATE OF �"'••.'4CH I TEG.`,: SHEET NUMBER A102 Demolition Notes Refer to demolition plan for additional notes and demolition information. A Dashed lines indicate existing items to be removed. Unless noted otherwise, contractor shall be responsible for the off-site disposal of all demolition items. B. Relocated items shall be cleaned and placed in storage, per owner's directions until items are ready to be reinstalled. If item is damaged during demolition or relocation it shall be repaired or replaced with new item as approved by owner at no expense to owner. C. Demolition shall be done without damage to existing construction to remain. Where such damage occurs patch, repair, or restore walls, floors, ceilings, etc to match existing. Provide shoring, bracing, or support as required to prevent movement or settlement of existing construction. D. Contractor shall be responsible for the coordination of demolition items with the other trades prior to the start of demolition work. E. Remove all existing construction, items and finishes made obsolete by, or in conflict with new construction. Coordinate with architectural. Remove wiring back to source at all outlets, etc. made obsolete by wall removal or any other new construction. F. Where existing walls, bulkheads, or finishes are removed or partially demolished, each trade shall be responsible for patching or refinishing of existing construction required by that trades work on this project. This work must be done in a matter which will accept new finishes. G. All contractors are responsible for removal and replacement of ceiling grid and/or tiles in any area where they need access and the existing ceiling is to remain. Unless otherwise noted, contractor shall replace any ceiling tiles or grid damaged in this process. H. At the owner's request salvaged items shall be turned over to the owner or stored in an area designated by the owner. I. Dimensions shown for existing construction to be demolished are approximate and are intended to give a general idea of work to be removed or work to be temporarily removed in order to complete new construction. Coordinate demolition work with design intent of new construction to provide adequate area for this work. J. Contractor must field verify all areas and/or work to be demolished prior to beginning work. Contractor must coordinate with architect any differences between field verified conditions and/or construction, and what is shown on demolition drawings. K. Prior to beginning demolition, dust control barriers shall be constructed to prevent the spread of dust into surrounding areas. L. Exiting from structure, if required to pass through demolition area(s), shall have approved barriers, etc., to insure public safety. M. When applicable, refer to structural, mechanical, electrical, and plumbing demo drawings for additional demolition requirements and information. N. Remove and reinstall all equipment or construction on walls receiving new finishes. Coordinate with architectural finish plan and/or schedule. O. Refinish entire surfaces as necessary to provide an even finish. Refinish entire assemblies. Continuous surfaces will be taken to the nearest intersection. P. Remove all dirt, dust, debris, etc. daily. Do not allow refuse to block corridors, stairs, or any other traffic area. Q. It is essential that the client be able to function as normal as possible in areas adjacent to renovation or new construction. Demdition Leeeennd U TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARIM/AY SUITE 200 CARMEL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 ALS11 N TEXAS 78758 THS DRAW NG ANS TFE I DEAS, COI'4aPfS AICD DESI GnB COMMAMID FEREIN ARE THE EXCU-15IVE I Nra ECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE INOT TO BE LISED OR REPRODUCEq WHOLE CR I N PART, VNTHCUT TFE WRITTEN CONSENr OF CARSON DESIGN ASSOCIATES CUDMGHT2004 CARSON DESIGNASSOCIATES STAMP: ,`.�pti>t. a 14184F "Ift��• C . SCti ,4 PFJ �......... Co ?10500156= STATE OF ND•',fit• q•'�'• 10 P'� \ %�,, 14•.R; H I TEG.`,. IQI Ia Mac-;. Refer to general demolition notes for additional information. O o 0 0 o O O O O C7 STa'q ruo• o �P _ _ _ _ _ _ _ H111- S Indicates existing partitions to be removed. D ° c, 0 aF m7- 1-1- _ � Indicates existing partitions to remain. o, a C 0 O 0 G 0 G 0 O 0 ® • 8 � 0 Dashed lines indicate portion of existing partition to be m " 3 v - o o ®o o required usageremoved for . construction. See floor plan for o V '� M 1 71< � LJJ MI v 0 0 m 0 c4 n Indicates existing door and frame to be removed (or door & 171 0 0 II sidelight if indicated as such). Note: Doors may be re -used. ('d O t ® U i Coordinate with building owner possible door re -use. Use o o ® only best condition doors for this purpose. Refer to floor m = Kh 0 0 plans for possible new location. a "� e 0 ® ®® ® Q =o arc; 0 0 0 v p ° 0® o N 0 O O O O R L u c ®® o ° O O 0 0 0 0 kh= -x,- Indicates existing light fixture to be removed. Note: Fixture L - s s' 1 7, dT- RRO� L J may be re -used. Refer to reflected ceiling plan for possible o SPA o Ra V • a o ° EN ° ° � new location use only best condition fixtures for this purpose. 1A 0 1 10J 101 (D OL_% Fixtures must be cleaned and inspected prior to re - / O e e e e 0 0 0 0 0 10 o, — J installation. e e e e O A) O O O O ° d ® CtRIDO. ® � ® ® 'CIRY ® U 0 r J3 �� c o 0 0 a +a a 0 0 +a o 0 0 0 0 0 0 � y Indicates existing diffuser(s) to be removed. Coordinate � with HVAC contractor for possible re -use and/or locations ° of required new HVAC equipment. o � ° o — I I — F— — � — — Indicates existing 2X ceiling grid to be removed. O O Note: Areas that have been Enlarged with a Detail Bubble are part of this Contract, all other areas are not part of the contract. This Plan is for Reference Use Only. ° I I ISSUE: 1 REFLECTED CEI U NG PLAN A103 1/16" = 1'-0" , Demolition Plan Keynotes 1 Remove Existing Door and Frame in its Entirety. SQUARE FOOTAGE: 9 g ,� �, ,� �, ,� �, �� �� ��'� 2 Remove Existng Countertop in its Entirety. Patch and Repair Adjacent Floor and Wall Surfaces as Required for a Smooth Seamless Transition. , 3 Remove Existing Wall in its Entirety. Patch and Repair as Required for New Finishes. —4, 9 9 9 4 Remove Existing 'Tree" Milwork to be Removed in its Entirety. Salvage and return to owner. 9 5 Remove Existing Listening Booth in its Entirety. Patch and Repair adjacent Floor and Wall Surfaces as Required for new finishes and a Smooth and Searrr>fess Transition. DRAWING TITLE: 6 Remove ew Milwork in Its entirety. Salvage and return to owner. Patch and Repair as Required for N �.7 Remove portion of Existing Wall as Required for new Door and Frame. 38 Remove Existing Accoustical Ceiling Tile Only, the Existing Grid is to remain intact as it is to Fi� Recieve New Accoustical Ceiling Tiles. rst Floor RCP 9 Remove Existing Ceiling Hung Light Fixture. Patch and Repair as Required for a Complete and - -- - Uniform Ceiling. Salvage and Return Fixtures to Owner. 99 -n"�10 Remove Portion of Existing Ceiling as required to accomodate New Wall. Patch and Repair as Dwxkjeon ElR0Required for a Complete and Uniform Ceiling. 11 Remove Portion of Existing Acoustical Ceiling Tile and Grid System and Bulkhead in its Entirety. Patch and Repair Existing Construction as Required for New Construction. JOB NO. DATE: 12 Remove Existing storefront system in its Entirety including Door and Sidelight. Patch and repair Floor and Wall Surfaces as Required for a Smooth Seamless Transition. 108CM 01-23-08 13 Remove Portion of Existing Wall as such that the Top of the Wall can be Reused to Extend w Adjacent Bulkhead the Width/Depth of the Existing Wall. 14 SHEET NJ BER s Enlarged RCP Demo Plan - Bookclub 2 Enlarged RCP Demo Plan - Audio deo A1o3 1/8" = 1'-0" A1o3 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Second Floor RCP Demolition 1/16" = V-0" Demolition Plan Keynotes Remove Existing Door and Frame in its Entirety. Remove Existng Countertop in its Entirety. Patch and Repair Adjacent Floor and Wall Surfaces as Required for a Smooth Seamless Transition. Remove Existing Wall in its Entirety. Patch and Repair as Required for New Finishes. Remove Existing 'Tree" Milwork to be Removed in its Entirety. Salvage and return to owner. Remove Existing Listening Booth in its Entirety. Patch and Repair adjacent Floor and Wall Surfaces as Required for new finishes and a Smooth and Seamless Transition. Remove Existing Milwork in its entirety. Salvage and return to owner. Patch and Repair as Required for New Finishes. Remove portion of Existing Wall as Required for new Door and Frame. Remove Existing Accoustical Ceiling Tile Only, the Existing Grid is to remain intact as it is to Recieve New Accoustical Ceiling Tiles. Remove Existing Ceiling Hung Light Fixture. Patch and Repair as Required for a Complete and Uniform Ceiling. Salvage and Return Fixtures to Owner. Remove Portion of Existing Ceiling as required to accomodate New Wall. Patch and Repair as Required for a Complete and Uniform Ceiling. Remove Portion of Existing Acoustical Ceiling Tile and Grid System and Bulkhead in its Entirety. Patch and Repair Existing Construction as Required for New Construction. Remove Existing storefront system in its Entirety including Door and Sidelight. Patch and repair Floor and Wall Surfaces as Required for a Smooth Seamless Transition. Remove Portion of Existing Wall as such that the Top of the Wall can be Reused to Extend Adjacent Bulkhead the Width/Depth of the Existing Wall. �■■■■■ ■oil ������� �� ■111 � ■I ■■■I ■■■■■■■■■■I■ ■0■I. ■►111 ■■❑■■0■■®■■■❑■ ■SII 111111111 M■11 ■■■■■■■�■I�ID■ EINE) ■11 ■11 oil ■11 on ■a■ ■■■ OEM ��■I...I _ l■■■■■■■■■■11 I■■ _■_■■■_■MINE__■■■11 !1■ ■■■M■11 ■■■■■■NW11!! Enlarged RCP Demo Plan - Business Offices 1/8" = 1'-0" Enlarged RCP Demo Plan -Public Lou 1/8" = 1'-0" IRA MA MA ■ ❑ ❑ Enlarged RCP Demo Plan - Main Stairs 1/8" = 1'-0" It 'A" rA I►I III C C C 1/8" = 1'-0" 0 E TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARWEL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AS -I N TE KAS 78758 THIS DRAWNG ANDTFE I REAS, CCNZEKS P,0 CESIGNS OOWANED FEREIN PRE THE EXCI-LEIVE I NrE_LEC LIAL PRCPEtTYOF CARSONDESIGNASSOCIATE$ AMARE NDT TO BE ICED OR REPRODUCECl W -TOLE OR I N PART, WTFICUT TFE WRI TTEN CONSENT OF CARSON DESIGN ASSOCIATES. CCPYRIGHT2004 CARSON DESIGN ASSOCIATES ,,''11111111148# 14,, �. C . SCh/ ., \ ,.••.r. •r• �n �I •' \ ST E '•r, �" �I :10500156: STATE OF �*-;;# I TEG.`,. 'f*11111111{"\ .0 (A 0:3 C O cy • •� LU Irh -� CO CL (1) Q C >% Ce 7 _w O L V DRAWING TITLE Second Floor RCP Denmlition JOB No DATE 1:X111111 1 , UO � ■I ■■■I ■0■I. ■■■■r■■■■■■■`M■■■ EINE) ■0000000 ��■I...I Enlarged RCP Demo Plan -Public Lou 1/8" = 1'-0" IRA MA MA ■ ❑ ❑ Enlarged RCP Demo Plan - Main Stairs 1/8" = 1'-0" It 'A" rA I►I III C C C 1/8" = 1'-0" 0 E TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARWEL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AS -I N TE KAS 78758 THIS DRAWNG ANDTFE I REAS, CCNZEKS P,0 CESIGNS OOWANED FEREIN PRE THE EXCI-LEIVE I NrE_LEC LIAL PRCPEtTYOF CARSONDESIGNASSOCIATE$ AMARE NDT TO BE ICED OR REPRODUCECl W -TOLE OR I N PART, WTFICUT TFE WRI TTEN CONSENT OF CARSON DESIGN ASSOCIATES. CCPYRIGHT2004 CARSON DESIGN ASSOCIATES ,,''11111111148# 14,, �. C . SCh/ ., \ ,.••.r. •r• �n �I •' \ ST E '•r, �" �I :10500156: STATE OF �*-;;# I TEG.`,. 'f*11111111{"\ .0 (A 0:3 C O cy • •� LU Irh -� CO CL (1) Q C >% Ce 7 _w O L V DRAWING TITLE Second Floor RCP Denmlition JOB No DATE 1:X111111 1 , UO First Floor Architectural Plan 1/16" = 1'-0" Enlargec 1/8" = 1'-0" Roor Plan - Grculation Workroom H jV C 0L Lt`C ON 1�4 Enlarges 1/8" = 1'-0" Roor Plan - Audio deo IJJ Enlarges 1/8" = 1'-0" NORTH Cons&Lxtion Notes A Provide air -tight acoustical sealant around perimeter of all wall types with acoustical insulation. B. Provide 3-1/2" acoustical insulation at the ceiling in all walls with acoustical insulation unless otherwise indicated. Ceiling acoustical insulation shall extend 2'-0" minimum on each side of the wall. C. All joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and "T" systems. Submit product data and installation information prior to installation for architect's approval. D. All dimensions are taken to finished metal stud to finished face of metal stud unless otherwise noted. E. Verify all critical dimensions within and/or related to the existing building. Dimensions and conditions indicated were determined by visual survey and/or information from existing drawings. F. +/- Dimension is equal to verify in field. G. All existing walls, floors, and ceilings shall be finished/repaired smooth to be suitable to receive new finishes as described on room schedule/legend. H. All existing and new surfaces to be prepared for finishes per manufacturers recommended instructions. I. Plans are not to be scaled for finish or wall information. Contractor to contact Carson Design Associates for any questions or clarifications on plan dimensions. O Construction Keynotes 1 New Wall Construction. Wall Type #1 with 3 5/8" Metal Studs @ 16" O. C. with 5/8" Gypsum Board Each Side. Wall to Extend 6" above Ceiling with Metal Stud Bracing as Required. Finish to Match Existing Wall Conditions. 2 New Solid Core Wood Door with Hollow Metal Frame, Door Type "A" and Frame Type "A Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set "1". 3 Not Used. 4 New Solid Core Wood Door with Vision Light and Hollow Metal Frame, Door Type "C" and Frame Type "A". Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set "2". 5 New Full Glass Wood Door with Sidelight and Hollow Metal Frame, Door Type "B" and Frame Type "B". Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set "2". 6 New Slatwall to be installed continous along wall from Floor to Ceiling. Field Verify Dimensions prior to installation. 7 New Countertop to be installed using existing wall brackets. Provide new brackets as required for the additional length of the new Countertop. Finishe to be Wilsonart Laminate 7054-60 Wild Chert'. 8 New Slatwall to be installed continous along wall from Top of Countertop to Bottom of Ceiling. Field Verify Dimensions prior to installation. Hardware Set #1 Hardware Set #2 3 Hinges 3 Hinges 1 Entrance/ 1 Classroom Latch Office Lock 1 Door Stop 1 Closer 3 Mutes 1 Door Stop 1 Closer 3 Mutes Finish: Bldg. Std. Finish: Bldg. Std. n Tmpr Glass 2 0 O FRAME TYPES N 0 i; 2" 3- 0" 2" O 4" X 30" X 1/4" Tempered Glass Tempered Glass 2" 2' - 8" 2" OV.I.F. 2 Enlarges 1/8" = 1'-0" Roor Plan - Chi I drens Area C� X Dzz e TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARPEL, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CEN TLRY C AKS TERRACE, SUITE 200 ALST1 N TEXAS 78758 T}iS DRAVNI�G ANS TF E I DEAS, Ca\CE TS At -D CESIG�S CONTAI N=D HEREIN ARE THE D(QLISIVE I NrRIECn-IAL PtCPERTYOF CARSON DESIGNASSOCIATES, AND ARE NX TO BE L.6ED OR REPROCUCEQ VVHOLE OR I N PART, VNTHCL T THE VVRITTENCONSENT OF CARSON DESIGN ASSOCIATE CCPYRIGHT2004 CARSON DESIQVASSOCIATES STN -P. 00A C/,/ C S 4 co :10500156: STATE OF %,�1 H I�TEG, r&n 1 1 i+► .0 V) 0:3 C O N • •� UJ QM V) W MID :3(z 0 O 0) Cd Q ., C > CL 75 O L V Second Floor Reflected Cei I i ng Plan 1/16" = 1'-0" Enlarge( 1/8" = 1'-0" Floor Plan - Rex Enlarge( 1/8" = 1'-0" floor Plan - Media CO �NDAT ON f_ I ,, --- 74-4—A 44A �--, Enlarges 1/8" = 1'-0" LOCKER Floor Plan - Cices Constnwdon Notes A Provide air -tight acoustical sealant around perimeter of all wall types with acoustical insulation. B. Provide 3-1/2" acoustical insulation at the ceiling in all walls with acoustical insulation unless otherwise indicated. Ceiling acoustical insulation shall extend 2-0" minimum on each side of the wall. C. All joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and "T" systems. Submit product data and installation information prior to installation for architect's approval. D. All dimensions are taken to finished metal stud to finished face of metal stud unless otherwise noted. E. Verify all critical dimensions within and/or related to the existing building. Dimensions and conditions indicated were determined by visual survey and/or information from existing drawings. F. +/- Dimension is equal to verify in field. G. All existing walls, floors, and ceilings shall be finished/repaired smooth to be suitable to receive new finishes as described on room schedule/legend. H. All existing and new surfaces to be prepared for finishes per manufacturers reconymnded instructions. I. Plans are not to be scaled for finish or wall information. Contractor to contact Carson Design Associates for any questions or clarifications on plan dimensions. Construction Keynotes 1 New Wall Construction. Wall Type #1 with 3 5/8" Metal Studs @ 16" O.C. with 5/8" Gypsum Board Each Side. Wall to Extend 6" above Ceiling with Metal Stud Bracing as Required. Finish to Match Existing Wall Conditions. 2 New Solid Core Wood Door with Hollow Metal Frame, Door Type "A' and Frame Type "N'. Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set 1". ". 3 Not Used. 4 New Solid Core Wood Door with Vision Light and Hollow Metal Frame, Door Type "C" and Frame Type "N'. Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set "2". 5 New Full Glass Wood Door with Sidelight and Hollow Metal Frame, Door Type "B" and Frame Type "B". Stain Door to Match Existing Building Standards. Paint Metal Frame to Match Existing. Hardware Set '2". 6 New Slatwall to be installed continous along wall from Floor to Ceiling. Field Verify Dimensions prior to installation. 7 New Countertop to be installed using existing wall brackets. Provide new brackets as required for the additional length of the new Countertop. Finishe to be Wilsonart Laminate 7054-60 Wild Cherry. 8 New Slatwall to be installed continous along wall from Top of Countertop to Bottom of Ceiling. Field Verify Dimensions prior to installation. • Hardware Set #1 Hardware Set #2 3 Hinges 3 Hinges 1 Entrance/ 1 Classroom Latch Office Lock 1 Door Stop 1 Closer 3 Mutes 1 Door Stop 1 Closer 3 Mutes Finish: Bldg. Std. Finish: Bldg. Std. Call out of Second R oor Reflected Ceiling Plan 1/8" = 1'-0" Enla ec 1/8" = 1'-0" 6 C LOUNGE 26-4 1 TRA�MNG Roor Plan - Public 211 1 1 #-,A�e • TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARIM/AY SUITE 200 CARMEL, INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUITE 200 AUS -TI N, TEXAS 78758 THS DRAVNNG A I D TFE I LEAS, CCNCEPrS Ar•D CESIGNS CONrA r,ED F EREIN ARE THE EXCLUSIVE I NrILLECfUAL FRCPERTYOF CARSON DESIGNASSOOATES, AND ARE NOT TO BE Lb® OR REPROCUCECI WI -IDLE OR I N PART, VNTHCUT T F E WRITTEN CONSENT OF CARSON DESIGN A70OATES CCPIRIGHr2004 CARSON CESIGNASSOCIATES C. Sc ��� tJ •.,...,.,� �/ moi. :10500156: • STATE OF .' . H I T�0`���. O N . V •� LU -� to O CL C '>411% 13e 71S Ao o Q � r W L "'T N L O 4� 4)- V ISSUE: SQUARE FOOTAGE DRAWING TITLE Second Floor Arch. Plan JOB NO DATE- SHEET ATE srEEr NJM3ER fia02 Rust Roor Reflected Ceiling Plan 1/16" = 1'-0" Lighting Fixture Schedule Marks I Assembly Description Manufacturers Fixture Description I Mounting Height Lamp Count Fixture Comments A Pendant Fixture Impact Architectural P1138 (38") TBX-SM-BM-Electronic-120/227V; (SM) Bottom of Fixture at 4'-0" F42 TBX/Temp/4P 26 731 O Lighting Silver Metallic Trim, (BM) Brass Metallic Talons Below Ceiling B Not Used a C Corridor 263 Wall Sconce Translite Sonoma Palomar I; PR1 -RD-BS-1 20V -F26 Center of Fixture at 6'-0" F26W DBX/Temp/4P/Gx24g3 4 New Junction Box Required at all Locations D J. A/V Track Lighting Translite Sonoma (4) BT8'-505-AL 8' Basis Track, (1) BT4'-505 AL 4' Basis --- Q50MR16C / Beam Spread --- New Junction Box Required. Track, (2) BT -808 -BK End Cap, (3) BT -512 -AL Coupler, Narrow or Wide a (1) BT -511 -Black Isolator, (1) BT -510 -AL Power Feed, 'S N 0 O (10) BT310-AL Ceiling Anchors, (1) TSQ600-120V E O Remote Transformer, (3) REG2-BTC-ST-VR-AL Fixture, (4) REG2-BTC-STUB-AL Fixture, (4) Reg2-BTC-ST-TG-AL Fixture E Ceiling Mounted Track Nora Lighting (20)NTH-176W (white) Track Head, (5)NT-316W (white) Ceiling Mounted 50W R/Par20 --- New Junction Box Required at all Locations Lighting Live End, (5)NT-331 W 12' (white) Track F Wall Mounted Track Nora Lighting (5)NTH-176B (black) Head, (2)NT-304B (black) 8' Track, Wall Mounted 50W R/Par20 --- New Junction Box Required at all Locations Lighting NT -316B (black) Live End, NT -310 (black) Connector G Down Light Nora Lighting NH8PU-22642-EL-120/227V-NTS-871 LISF --- I F32W TBX/TEMP/4P 12 8 NW NORTH Reflected Ceil i ng Plan hbtes Not all may apply. Refer to reflected ceiling plan for additional notes and ceiling information. A Refer to index sheet for typical wall types (walls to deck, rated walls, etc.) and additional wall -to -ceiling design conditions and considerations. B. Provide night light circuits as required. C. Refer to room finish schedule for specific ceiling types and materials. D. The architectural reflected ceiling plan shall govern the layout of all ceiling elements and/or penetrations. Coordinate any field verified or as -built conditions that differ from what is shown on these plans with the architect.. E. Sizes of mechanical equipment (if shown) are for reference only. Coordinate actual sizes with the mechanical engineer. F. Sizes and shapes of lighting and other miscellaneous electrical equipment (if shown) are for reference only. Coordinate actual sizes with the electrical engineer. G. Install suspended ceiling grid with equal size panels at each side or end of the individual spaces unless otherwise indicated. No panel shall be less than 1'-0" wide. H. Al ceiling mounted items (sprinkler heads, mounting mechanisms, etc.) shall be centered in the ceiling panels unless otherwise indicated. I. Where existing ceiling grid is remodeled to meet new construction, the contractor shall: A Replace all damaged or un -repairable portions of the existing grid with new grid to match the existing building standards. B. Remove portions of the existing grid or provide new grid as required by new construction. Al new grid must match existing grid to remain or match the existing building standards. C. Replace all damaged ceiling tiles with new tiles to match the existing to remain or that match the existing building standards.. J. Contractor to provide an allowance for replacement of all damaged ceiling tiles in areas of project scope. O Reflected ii11g Plan Keynotes 1 New Accoustical Ceiling Tile to be Armstrong Painted Nubby Open Plan 24" x 24" Tile. Reinstall Existing Ceiling Fixtures in Original Locations. 2 New 2' x 4' Ceiling Light Fixture to Match Style and Type of Existing Light Fixtures. 3 Existing Gyp Board Bulkhead to remain. Remaining portion of existing wall to be reused to extend existing Bulkhead the width of that wall. 4 Relocated 2'x2' or 2'x4' Light Fixtures. 5 New Gyp. Board Bulkhead @ 4" below adjacent ceilings. In lieu of new bulkhead, the reuse of existing wall to create new bulkhead is exceptable. En I arged Reflect Cei I i ng Plan - Stairs 1/8" = 1'-0" Enlarged Reflected Ceiling Plan - Childr-ens Area 1/8" = 1'-0" 1/8" = 1'-0" R C. Plan - Circulation Workroom Enlarges 1/8" = 1'-0" R C. Plan - BOokclub 2] �U TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARI`l!EL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUTE 200 ALSII N TEXAS 78758 TINS DRAW NG AND T I -E I LEAS, CagaFTS NO CEs GAS OONTAIMD I -MN ARE THE EXQISIVE I NMIECTI-AL PRCPEtTYOF CAGONDESIGNASSOCIATES, ANDARE NDT TO BE LSED OR REDROCUCM WHOLE OR I N PART, VNTHCUT THE VNRTTENCONSENr OF CPRSON DESIGN ASSOCIATES. CCPYRIGHT2004 CARSON DES[ (N ASSOCIATES STAMP: '``��si1�11111/1� �e C. SCh, 1I** ��� �J •�........ i/ 'moi 0. 10500156: 1p •: STATE OF ��'••�'CH I TEG.`,. ,1111/11111��+� .0 (n I3 c O N .V •� LU M �C'd C. C CU Ad � Q Ln O Ln Q V U O O 731 O O a O O O D O O O oz MAC N.RM. UP O OPY STAB R 1 1 68 U a 'S N 0 O E O En I arged Reflect Cei I i ng Plan - Stairs 1/8" = 1'-0" Enlarged Reflected Ceiling Plan - Childr-ens Area 1/8" = 1'-0" 1/8" = 1'-0" R C. Plan - Circulation Workroom Enlarges 1/8" = 1'-0" R C. Plan - BOokclub 2] �U TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARI`l!EL, INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CENTURY OAKS TERRACE, SUTE 200 ALSII N TEXAS 78758 TINS DRAW NG AND T I -E I LEAS, CagaFTS NO CEs GAS OONTAIMD I -MN ARE THE EXQISIVE I NMIECTI-AL PRCPEtTYOF CAGONDESIGNASSOCIATES, ANDARE NDT TO BE LSED OR REDROCUCM WHOLE OR I N PART, VNTHCUT THE VNRTTENCONSENr OF CPRSON DESIGN ASSOCIATES. CCPYRIGHT2004 CARSON DES[ (N ASSOCIATES STAMP: '``��si1�11111/1� �e C. SCh, 1I** ��� �J •�........ i/ 'moi 0. 10500156: 1p •: STATE OF ��'••�'CH I TEG.`,. ,1111/11111��+� .0 (n I3 c O N .V •� LU M �C'd C. C CU Ad � Q Ln O Ln Q V 3 A204 Second Floor Reflected Cei I i ng Plan 1/16" = 1'-0" Enlarged RCP - Offices 1/8" = 1'-0" rd 1/8" = 1'-0" Reflected Ceiling Plan -Flex 1/8" = 1'-0" ❑ ❑ A z I-+� K--� JK, �-d I-�-I �� I N<ITI C PA PA 2 Enlarged Reflected CeiliT Plan - Stairs '04 1/811 = 1'-0" Reflected Ceiling Plan Keynotes 1 New Accoustical Ceiling Tile to be Armstrong Painted Nubby Open Plan 24" x 24" Tile. Reinstall Existing Ceiling Fixtures in Original Locations. 2 New 2'x 4' Ceiling Light Fixture to Match Style and Type of Existing Light Fixtures. 3 Existing Gyp Board Bulkhead to remain. Remaining portion of existing wall to be reused to extend existing Bulkhead the width of that wall. 4 Relocated 2'x2' or 2'x4' Light Fixtures. 5 New Gyp. Board Bulkhead @ 4" below adjacent ceilings. In lieu of new bulkhead, the reuse of existing wall to create new bulkhead is exceptable. TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUTE 200 G4RNFl, INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 11401 CENT ILRY OAKS TERRACE, SUTE 200 Alf I N, TEXAS 78758 www awsondesigncom TMSDRAVNr\GAr\DTFEICEAS, CCNCEPTSNI,DDESIGNS CONTAIN=D FEREIN ARE THE EXCLUSIVE I NI RI ECTUAL PROPERTY OF CARSON DRSIGNASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCEQ WFIOLE OR IN PART, VNTHCUJT THE WRITTEN CONINr OF CARSON DESIGN ASSOOATES. OOFMGFIT2004 CARSON DESIGNASSCCIATES STAT " r. SCy �• Q,.., S T e e�G RFS -. �. C No. •��� 10500156/ s . STATE OF ft �W...0, - �;'Cp•• G. CHI TE ' O • •� (W M M0CO O cd CL > 10 4) Q C: O L 4) V ISSUE oRavM►vcmLE Second Floor Reflected Ceiling Plan = ►�1111111LW 9 -IMAM Children's Area- Roor Plan 3/8" = 1'-0" Finish Legend -Generic Mark Description Manufacturer Pattern/Finish Number/Color Comments Gr NORTH PL -1 Plastic Laminate Formica MicroDot 3234 -MC Grasshopper center of opening Openings 4 _\7 PL -2 Plastic Laminate Formica MicroDot 1998 -MC Oxygen PL -3 Plastic Laminate Formica MicroDot 6902 -MC Grenadine PL -4 Plastic Laminate Formica Matte 1998-58 Oxygen Custom printed laminate panels; RB -1 Resilient Base Johnsonite 271 Seedling 4" H RP -1 Resin Panel 317orm Front/Back: Patent Light Blue Crush 1/2" Thick RP -2 Resin Panel 3Forrn Front/Back: Patent Orange Crush 1/2" Thick SS -1 Solid Surface Formica Signatures 505 Sea Glass Sand and polish to a semi -gloss finish. Acrylic Glazing insert; located in center of opening Openings 4 _\7 i Plexi -glass insert; located in center A209 of opening Shatter -resistant Acrylic Mirror; M I 3 3/4" Custom printed laminate panels; adheared to laminate panel I R�o sizes and colors to be coordinated with rintin company. printing 09 1. 0 11/2]'/�9 01 0 �- 0 0 O I C, 0I D Q D Shatter resistant Mirror; adheared to laminate panel 2'- 4" ih�[�_3 a � 1' - 3" JV kTANV��w I I AA)/\ r/� 3 3/4"-2' 4" 3-0" 3'-0" 3-0" 3'-0" 3-0" RB -1 N r 3-0" (V Activity Board by Owner 3 Activity Board by Owner 5 00 Children's Area - Mural Wall Elevation - Frontside X09 A2°9 A 8 1/2" = V-0" ShE uy a .guy beneath laminate 3 beneath laminate Children s Area - Mural Wall Elevation - Backside X09 1/2" = 1'-0" N 4 1/4"- RP -1 � PL -2 PL -1 { RP -2 ) (PL -3 ' { RP -1 ) (PL -2 ) (RP-�) Q PL -1 ) (RPI) (PL -3 ) (PL 11 19 Children's Area. - Wal I EI evati on 1/2" = 1'-0" RP -1 PL -2 PL -1 1 RP -3 PL -3 A209 2 RP -2 PL -2 PL -1 RP -1 -4 1/4" 01 i M 3 3/4" 3 3/4" M 2'- 4" ih�[�_3 3/4" 3 3/4"-2' 4" 3-0" 3'-0" 3-0" 3'-0" 3-0" 3'-0" 3'-0" 3-0" 0 CV 3-0" 3-0" 3'-0" 3-0" 3-0" 3-0" 3-0" 3-0" 11 19 Children's Area. - Wal I EI evati on 1/2" = 1'-0" RP -1 PL -2 PL -1 1 RP -3 PL -3 A209 2 RP -2 PL -2 PL -1 RP -1 -4 1/4" 01 Children's Area - Bookcase Wall EI evation 1/2" = 1'-0" Finish Furniture/Equipment A Verify all existing equipment and furniture sizes. B Existing furniture or equipment shown as dashed and/or not identified are not part of this work and are to be supplied and installed by the owner/tenant. C Shop drawings are to be submitted to the architect/designerfor approval on all custom nallwork prior to fabrication. General A All dimensions are taken to the finished face of wall(s) or to the face of the existing finish material, unless otherwise noted. B Verify all critial dimensions within and/or related to the exisitng building dimensions and conditions indicated by visual survey and/or information from existing drawings. C Field verify all dimensions indicated as either +/- or V.I.F. (Verify in field). D Refer to Room Finish Schedule and Finish Legend for all required finish information. E All existing walls, floors and ceilings shall be finished/repaired smooth to be suitable to receive new finishes as indicated on the Room Finish Schedule and Finish Legend. F All existing and new surfaces to be prepared for finishes per the manufacturer's recommended instructions. G Contractor to submit (3) samples of all finish materials to the architect/designer for approval prior to ordering materials. H Plans are not to be scaled for finish information or dimensions. Contact the architect/designer for clarification of finish information or dimensions. Painting/Staining A All metal doors to be painted to match exsisting building standard. B All metal door frames to be painted to match existing building standard. D All wood doors to be stained to match existing building standard. E All wood doors to be prefabricated/ finished to match existing building standard. General Millworic Notes A. Unless otherwise noted on this drawing, refer to room finish schedule and/or room finish legend for all finish selections. B. Unless otherwise noted on this drawing, refer to room finish schedule and/or room finish legend for all cabinet types, manufacturers and hardware selections. C. Where filler strips are required between cabinets, casework, etc. and adjacent walls, provide matching, equal size strips at each end by cabinet contractor. D. Unless otherwise noted on this drawing, all countertops must be continuous. All countertops without backsplashes must be scribed to the wall as noted on sections and details. E. Contractor shall be responsible for the field verification of all dimentions, rough openings and job conditions prior to beginning fabrication of any work shown or noted on this drawing. Contractor must coordinate with architect any discrepancies between what is shown or noted on this drawing and actual field verification conditions. F. Unless otherwise noted, sinks (where indicated) will be centered with the width of their cabinets. See plans and/or elevations for cabinet widths. G. Where garbage disposals are indicated, provide a wall mounted switch as near as possible to 8" from centerline of sink with bottom of switch plate min. of 2" above top of backsplash. nt 'anel TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUTE 200 CARPEL, INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 11401 CENTURY OAXS TERRACE, SUTE 200 Aus' l N TE AS 78758 TENS DRAVUNG AND TFE I CEAS, ca,40EPTS AND DESI Q1,1S GONFAI N=D FEREN ARE THE D O-LISIVE I NrRIECTUAL PROPERTY OF CARSON DESIGNASSOCIATES, AND ARE NM TO BE L6® OR REFIROCUCIECi WHOLE OR I N PART, VIATHCUT TFE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. CCPIRIGHT2004 CARSON CESIGNASSOCIATES STA"P ♦ Ci • SC,L. •' s r R E '•., �i co :1.10500156: STATE OF moi. A'•..�NDIPNP,.•;C ♦,� ''••;BCH I TEG X 1,.10% 1111111/ O N rn =3Cd O •co CLQ O L 0- I SSLE- DRAWING TITLE Finish Plan and Schedule 1:1111 1 1: i 3-0" 3'-0" 3-0" 3'-0" 3-0" 3'-0" 3'-0" 3-0" Children's Area - Bookcase Wall EI evation 1/2" = 1'-0" Finish Furniture/Equipment A Verify all existing equipment and furniture sizes. B Existing furniture or equipment shown as dashed and/or not identified are not part of this work and are to be supplied and installed by the owner/tenant. C Shop drawings are to be submitted to the architect/designerfor approval on all custom nallwork prior to fabrication. General A All dimensions are taken to the finished face of wall(s) or to the face of the existing finish material, unless otherwise noted. B Verify all critial dimensions within and/or related to the exisitng building dimensions and conditions indicated by visual survey and/or information from existing drawings. C Field verify all dimensions indicated as either +/- or V.I.F. (Verify in field). D Refer to Room Finish Schedule and Finish Legend for all required finish information. E All existing walls, floors and ceilings shall be finished/repaired smooth to be suitable to receive new finishes as indicated on the Room Finish Schedule and Finish Legend. F All existing and new surfaces to be prepared for finishes per the manufacturer's recommended instructions. G Contractor to submit (3) samples of all finish materials to the architect/designer for approval prior to ordering materials. H Plans are not to be scaled for finish information or dimensions. Contact the architect/designer for clarification of finish information or dimensions. Painting/Staining A All metal doors to be painted to match exsisting building standard. B All metal door frames to be painted to match existing building standard. D All wood doors to be stained to match existing building standard. E All wood doors to be prefabricated/ finished to match existing building standard. General Millworic Notes A. Unless otherwise noted on this drawing, refer to room finish schedule and/or room finish legend for all finish selections. B. Unless otherwise noted on this drawing, refer to room finish schedule and/or room finish legend for all cabinet types, manufacturers and hardware selections. C. Where filler strips are required between cabinets, casework, etc. and adjacent walls, provide matching, equal size strips at each end by cabinet contractor. D. Unless otherwise noted on this drawing, all countertops must be continuous. All countertops without backsplashes must be scribed to the wall as noted on sections and details. E. Contractor shall be responsible for the field verification of all dimentions, rough openings and job conditions prior to beginning fabrication of any work shown or noted on this drawing. Contractor must coordinate with architect any discrepancies between what is shown or noted on this drawing and actual field verification conditions. F. Unless otherwise noted, sinks (where indicated) will be centered with the width of their cabinets. See plans and/or elevations for cabinet widths. G. Where garbage disposals are indicated, provide a wall mounted switch as near as possible to 8" from centerline of sink with bottom of switch plate min. of 2" above top of backsplash. nt 'anel TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUTE 200 CARPEL, INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 11401 CENTURY OAXS TERRACE, SUTE 200 Aus' l N TE AS 78758 TENS DRAVUNG AND TFE I CEAS, ca,40EPTS AND DESI Q1,1S GONFAI N=D FEREN ARE THE D O-LISIVE I NrRIECTUAL PROPERTY OF CARSON DESIGNASSOCIATES, AND ARE NM TO BE L6® OR REFIROCUCIECi WHOLE OR I N PART, VIATHCUT TFE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. CCPIRIGHT2004 CARSON CESIGNASSOCIATES STA"P ♦ Ci • SC,L. •' s r R E '•., �i co :1.10500156: STATE OF moi. A'•..�NDIPNP,.•;C ♦,� ''••;BCH I TEG X 1,.10% 1111111/ O N rn =3Cd O •co CLQ O L 0- I SSLE- DRAWING TITLE Finish Plan and Schedule 1:1111 1 1: 5., 1/2" SS -1 V., f 2x4 Wood Stud Framing (V Plastic Laminate on 3/4" MDF Brushed Aluminum Stop Brushed Aluminum Stop Resin Panel 1 1/4" M Lanwnated Book Stop CV �y 3 3/4" 2'- 3 3/4" 4 1/2" Plastic Laminate on 3/4 MDF - All Visible Surfaces c; 3-0" shall receive Laminate - Typ. Fixed Laminated Shelf 1/2" Plywood PL -3 ' T-2" 00, 3/4" ADO N CV � r s Children's Area - Plan Detail � (V A2o9 1 1/2" = 1'-0" N PL -3 I? r PL -3 RB -1 4 2 x Wood Studs 3/4 Vertical Plywood Supports with Nailing Flanges @ 16" O.C.. Plastic Laminate on 3/4" MDF 2x4 Wood Stud SAA'' cA,, /� �,� Framing @ 16" O.C. 1 Section — Bookcase / Seat Y YCllI A2o9 1 1/2" = 1'-0° Shatter -Resistant Acrylic Mirror Panel Shatter -Resistant Acrylic Mirror Panel; adheared to larniante wall mural, finished with a vinyl edge Resilient Base Concrete Expansion Bolt and Washer @ 16" O.C. 5 Section - Mural Wall W Mrror A2o9 1/2" 5„ 1/2" SS -1 CV Plastic Laminate on 3/4" MDF Plastic Laminate _ on 3/4" MDF 2x4 Wood Stud 2x4 Wood Stud Framing Framing @ 16" O.C. 1/8" Plastic Laminate on 5/8" MDF 1/4" Clear Acrylic Glazing Brushed Aluminum Stop Opening - See Elevations M For Dimensions (V cv Plastic Laminate Resin Panel on 3/4" MDF M Magnetic Panel (1/16" Steel Sheet located between Laminate and MDF Board) Plastic Laminate on 3/4" MDF Brushed Aluminum Glass 2x4 Wood Stud Stops Framing @ 16" O.C. 2x4 Wood Stud Framing @ 16" O.C. Plastic Laminate on Resilient Base 3/4" MDF Resilient Base RB -1 Concrete Expansion Bolt and Washer @ Concrete Expansion 2x4 Wood Stud 16" O.C. Bolt and Washer @ Framing @ 16" O.C. 16" O.C. Concrete Expansion Bolt and Washer @ 16" O.C. 4 Section - Mural Wall PI e -a ass Opening Section - Mural Wal I Opening Section - Wall w/ Resin Panel A2o9 1 " = 1'-Q" A209 1 it = 1'-0° A2o9 1 " = 1'-0" a e TEL 317.843.5979 FAX 317.843.5975 2325 POI NTE PARKWAY SUITE 200 CARKJ , INDIANA 46032 TEL 512977.0520 FAX 512977.0384 11401 CEN TLEY OAKS TERRACE, SUITE 200 ALE11 N TEXAS 78758 THS DRAVN Z AICD TFE I CEAS, Ca,aPTS AICD CESI CIIS MgrA1 N_D FEREIN ARE THE D(CILSIVE I NrB- ECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NDT TO BE U5® OR REPRODUCEQ VN TOLE OR I N PART, VNTHC UT TFE WN TTEN ODNSENr OF CARSON DESIGN ASSOCIATES. 0 7MC+M2004 CARSON CESICilASS00ATES C. SC/,/ �. ��� P-•'� �` STER • �� m; No. :10500156: STATE OF �'••.;;CH I TES ��'�� ;94I/11N1 I0V) 0:3 C: O N • •� L M Q OC: (fid Q � Ln OLn V •C cu V ABBREVIATIONS ABBREVIATIONS HVAC SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ACC AIR COOLED CONDENSER LD LINEAR SLOT SUPPLY AIR DIFFUSER ACCU AIR COOLED CONDENSING UNIT LF LINEAR FEET ACHP AIR COOLED HEAT PUMP LR LINEAR SLOT RETURN AIR DIFFUSER AFF ABOVE FINISHED FLOOR LVR LOUVER AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE APPROX APPROXIMATELY MAT MIXED AIR TEMPERATURE ARCH ARCHITECT MAU MAKEUP AIR UNIT AS AIR SEPARATOR MAX MAXIMUM ATM ATMOSPHERIC MBH 1000 BTU PER HOUR B BOILER MC MECHANICAL CONTRACTOR BCU BLOWER COIL UNIT MCA MINIMUM CIRCUIT AMPACITY BDD BACK DRAFT DAMPER MECH MECHANICAL BHP BRAKE HORSEPOWER MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BTU BRITISH THERMAL UNIT MT MOUNT BTUH BTU PER HOUR N/A NOT APPLICABLE BTM BOTTOM NC NOISE CRITERIA °C DEGREES CELSIUS NG NATURAL GAS CEIL CEILING NPSH NET POSITIVE SUCTION HEAD CFM CUBIC FEET PER MINUTE OA OUTDOOR AIR CH CHILLER OAT OUTDOOR AIR TEMPERATURE CO CLEAN OUT P PUMP COP COEFFICIENT OF PERFORMANCE PD PRESSURE DROP CRAC COMPUTER ROOM AIR CONDITIONER PH PHASE CT COOLING TOWER PSI POUNDS PER SQUARE INCH CUH CABINET UNIT HEATER PSIA POUNDS PER SQUARE INCH ABSOLUTE CW COLD WATER PSIG POUNDS PER SQUARE INCH GAGE DB DRY BULB PRES PRESSURE DIA OR 0 DIAMETER PTAC PACKAGED TERMINAL AIR CONDITIONER DWG DRAWING PTHP PACKAGED TERMINAL HEAT PUMP DX DIRECT EXPANSION PWR POWER EAT ENTERING AIR TEMPERATURE RA RETURN AIR EBB ELECTRIC BASEBOARD RAT RETURN AIR TEMPERATURE EC ELECTRICAL CONTRACTOR RAC ROOM AIR CONDITIONER EDH ELECTRIC DUCT HEATER RCP RADIANT CEILING PANEL EER ENERGY EFFICIENCY RATION RD ROUND SUPPLY AIR DIFFUSER EF EXHAUST FAN RG RETURN AIR GRILLE EFF EFFICIENCY RH RELIEF HOOD EG EXHAUST AIR GRILLE RHC REHEAT COIL EL ELEVATION RPM REVOLUTIONS PER MINUTE ELEC ELECTRIC RTU ROOFTOP UNIT ENT ENTERING SA SUPPLY AIR EQUIP EQUIPMENT SAN SANITARY ESP EXTERNAL STATIC PRESSURE SAT SUPPLY AIR TEMPERATURE ET EXPANSION TANK SD SQUARE SUPPLY AIR DIFFUSER EWH ELECTRIC WALL HEATER SENS SENSIBLE HEAT EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN EX EXISTING SG SUPPLY AIR GRILLE EXH EXHAUST SPEC SPECIFICATION F FURNACE SQ FT SQUARE FEET °F DEGREES FAHRENHEIT STD STANDARD FCU FAN COIL UNIT TCC TEMPERATURE CONTROL CONTRACTOR FD FIRE DAMPER/FLOOR DRAIN TEMP TEMPERATURE FOB FLAT ON BOTTOM TD TEMPERATURE DIFFERENCE FOT FLAT ON TOP TOD TOP OF DUCT FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE FPVAV FAN -POWERED VAV BOX TSTAT THERMOSTAT FTR FIN TUBE RADIATION TOT TOTAL HEAT GAL GALLONS TYP TYPICAL GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR UR URINAL GFI GROUND FAULT INTERRUPTER UV UNIT VENTILATOR GPH GALLONS PER HOUR V VOLT GPM GALLONS PER MINUTE VAV VARIABLE AIR VOLUME GSHP GROUND SOURCE HEAT PUMP VD VOLUME DAMPER HB HOSE BIB VEL VELOCITY HOA HAND -OFF -AUTOMATIC VERT VERTICAL HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HTG HEATING VOL VOLUME HVAC HEATING VENTILATING AND AIR CONDITIONING VPAC VERTICAL PACKAGED AIR CONDITIONER HVU HEATING AND VENTILATING UNIT VTR VENT THROUGH ROOF HW HOT WATER VVT VARIABLE VOLUME AND TEMPERATURE HX HEAT EXCHANGER W/ WITH HZ HERTZ WB WET BULB IH INTAKE HOOD WC WATER CLOSET IN INCH WG WATER GAUGE INCL INCLUDING WH WALL HYDRANT INSUL INSULATION WSHP WATER SOURCE HEAT PUMP KW KILOWATT WT WEIGHT KWH KILOWATT HOUR WTR WATER LAT LEAVING AIR TEMPERATURE WPD WATER PRESSURE DROP LAV LAVATORY XFMR TRANSFORMER LB POUND YCO YARD CLEAN OUT Cws CWR CS CR HWS HWR HCS HCR HPWS HPWR HPS MPS LPS HPC MPC LPC PC CD D MU ATV FOD FOS FOR FOV RL RS RD HGB CPR G PIPING LEGEND CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN HEATING/CHILLED WATER SUPPLY HEATING/CHILLED WATER RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM HIGH PRESSURE CONDENSATE RETURN MEDIUM PRESSURE CONDENSATE RETURN LOW PRESSURE CONDENSATE RETURN PUMPED CONDENSATE CONDENSATE DRAIN DRAIN MAKEUP WATER ATMOSPHERIC VENT FUEL OIL DISCHARGE FUEL OIL SUCTION FUEL OIL RETURN FUEL OIL VENT REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT DISCHARGE HOT GAS BYPASS CHILLER PRESSURE RELIEF DISCHARGE NATURAL GAS DIRECTION OF FLOW DIRECTION OF PITCH EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS '\ CAP CLEAN OUT DROP REDUCER RISE TEE - BOTTOM CONNECTION TEE - SIDE CONNECTION TEE - TOP CONNECTION 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE AIR VENT - AUTOMATIC AIR VENT - MANUAL BALL VALVE BUTTERFLY VALVE CHECK VALVE FLOW CONTROL VALVE - AUTOMATIC FLOW CONTROL VALVE - MANUAL GATE VALVE PRESSURE GAUGE PRESSURE REDUCING VALVE P/T PLUG RELIEF VALVE STRAINER W/ BLOW DOWN VALVE ' THERMOMETER UNION DUCTWORK SYMBOLS O RTU -1 O FCU -1 © AHU-1 S2-200 N--► 0 9 THERMOSTAT/SENSOR WITH CONTROLLED DEVICE TAG RELATIVE HUMIDITY SENSOR WITH CONTROLLED DEVICE TAG CO2 SENSOR WITH SYSTEM DEVICE TAG DIFFUSER/GRILLE TAG SHOWING DEVICE TYPE AND CFM AIRFLOW DIRECTION MANUAL VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER ROUND FLEXIBLE DUCTWORK DUCT SIZE (36" ROUND SHOWN); 360 __---36/200 DENOTES 36"x20" FLAT OVAL BOD=9'-10" BOTTOM OF DUCT ELEVATION ABOVE FINISHED FLOOR ELBOW WITH TURNING VANES ACCESS DOOR DUCT SIZE (36"x20" RECTANGULAR, FIRST DIMENSION LISTED IS DIMENSION SHOWN IN VIEW) 36/20 LINED DUCT INTERNALLY LINED WITH INSULATION (DUCT DIMENSIONS SHOWN ARE OUTSIDE DIMENSIONS) SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN/EXHAUST DUCT UP RETURN/EXHAUST DUCT DOWN DRAWING SYMBOLS CONNECT TO EXISTING DRAWING REVISION NUMBER PLAN NOTE NUMBER SECTION NUMBER WITH SHEET REFERENCE DETAIL NUMBER WITH SHEET REFERENCE GENERAL HVAC NOTES 1. ALL WORK SHALL COMPLY WITH THE MOST RECENT FEDERAL, STATE, AND LOCAL CODES. 2. DRAWINGS ARE SCHEMATIC IN NATURE AND SHOW GENERAL AREAS FOR PIPING AND DUCTWORK ROUTING. COORDINATE PIPING AND DUCTWORK WITH ALL OTHER TRADES (FIRE PROTECTION, PLUMBING, STRUCTURAL, ELECTRICAL, ETC.) BEFORE FABRICATION. DUCTWORK ELEVATIONS SHOWN ON DRAWINGS ARE FOR REFERENCE ONLY, AND SHALL BE COORDINATED WITH OTHER TRADES BEFORE FABRICATION. 3. COORDINATE ALL OPENINGS IN ROOF, FLOORS, OR WALLS WITH GENERAL CONTRACTOR AND STRUCTURAL CONTRACTOR PRIOR TO ANY WORK. 4. ANY CONFLICT OR DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL DEFAULT TO THE INFORMATION ON THE DRAWINGS. 5. EQUIPMENT AND MANUFACTURERS SCHEDULED ARE INTENDED TO SHOW A MINIMUM STANDARD OF QUALITY, AND ARE NOT INTENDED TO LIMIT COMPETITION. REFERENCE THE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. IF THE CONTRACTOR PROVIDES EQUIPMENT OTHER THAN BY THE MANUFACTURER SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE EQUIPMENT FITS IN THE DELEGATED SPACE (INCLUDING ANY REQUIRED CLEARANCES) AND TO PROVIDE ANY ADDITIONAL WORK OR ACCESSORIES RESULTING FROM THE SUBSTITUTED EQUIPMENT. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO DE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. M COPYRIGHT 2003 CARSON DESIGN ASSOCIATES \\\1111R. s7�1111 111111//,�� :mak, REQ.;F� ' No. 10200105: ° STATE OF DATE / ISSUE / INITIALS: DRAWING TITLE: MECHANICAL LEGEND JOB NO. 08-046 01-23-09 SHEET NUMBER: M001 a W N CD Q W Z z WLU Z < C:) W J � Ln Q U CD c) CIO W z cc a Q DATE / ISSUE / INITIALS: DRAWING TITLE: MECHANICAL LEGEND JOB NO. 08-046 01-23-09 SHEET NUMBER: M001 -i - \;% ECTOR CONSULTING LLC j T F CH - r,'ud,, Mechanical & Electrical Engineering - -; 1005 North Senate Avenue T. lndiana olis, lndiana 46202 _ ph. 317.632.4444 ——EF—ICT 6Z—fax 317.632.4960 II II II II II 1 - "—_--" ....... ....-.—• 1 ',":., -j':1 I I II -..'ll I I 1 �_::11 I I,.. .. .:.yll I I 11 ......,�1 I I Ifs.: 11 = 1 1. 11 11 11 11 11 11 AL -::k I _ ��_��� - — CAP MAINDUCTWORK --___ REMOVE DIFFUSERS BRANCH _ DUCTWORK, AND MAIN BACK TO _:_... POINT SHOWN_ ml I TI P'd -- _ , I r - REPROGRAM VAV BOX CONTROLS SO — �_- -- MAXIMUM AIRFLOW FOR THE BOX THAT MATCH HUGh'7 of SERVES THIS AREA IS 150 CFM LESS MATS-� 6r.8TX� exuTl caul •rs THAN PRESENT VALUE : - FYISTINGOIT F7c' `4� CIRCULATION WORKROOM FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" r`u I i r-% ' C- PUBLIC LOUNGE SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" CIRCULATION WORKROOM FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" PUBLIC LOUNGE SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" BOOK CLUB ROOM FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" SPRINKER NOTE: REMOVE ALL EXISTING SPRINKLERS AND ARM -OVER BRANCH LINES IN AREA OF WORK. RELOCATE SPRINKLERS WITH NEW ARM -OVER BRANCH LINES TO ACCOMMODATE NEW FLOOR LAYOUT AND CEILING HEIGHTS. SPACE SPRINKLERS AT THE MAXIMUM SPACING ALLOWED BY NFPA 13. COORDINATE WITH ALL MEP INSTALLATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING TYPES AND HEIGHTS. FIELD VERIFY ALL EXISTING SPRINKLER HEAD LOCATIONS PRIOR TO BID. GENERAL NOTES: 1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 2. COORDINATE TEMPERATURE CONTROLS WORK WITH SIEMENS. 3. ALL DUCTWORK DOWNSTREAM OF VAV BOXES SHALL BE 2" PRESSURE CLASS, WRAPPED WITH 1-1/2" 3/4 LB FIBERGLASS INSULATION. 4. ALL NEW DIFFUSERS SHALL MATCH EXISTING. FIELD VERIFY MANUFACTURER AND MODEL. BOOK CLUB ROOM FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: ORELOCATE VAV BOX SENSOR TO THIS LOCATION. FIELD VERIFY EXISTING SENSOR LOCATION - COORDINATE WITH SIEMENS. O2 NEW 24"x24" SQUARE CEILING DIFFUSER WITH 6"0 NECK TO MATCH EXISTING. ONEW 24"x12" EGGCRATE GRILLE TO MATCH EXISTING. 4O NEW 24"x24" SQUARE CEILING DIFFUSER WITH 8"0 NECK TO MATCH EXISTING. O5 NEW 48" LONG LINEAR SLOT DIFFUSER WITH 8"0 NECK TO MATCH EXISTING (MATCH DIFFUSER IN HR OFFICE 245). O6 REPROGRAWREBALANCE BOX TO NEW AIRFLOWS SHOWN. OFFICES SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" 7O VAV BOX WALL SENSOR TO BE RELOCATED. O NEW LOCATION OF VAV BOX WALL SENSOR. O REMOVE EXISTING LINEAR SLOT DIFFUSER. COORDINATE PATCHING OF DRYWALL WITH G.C. r-% ' ° I- a p I "xerti 11 T P �ii�4_ el 7 K FI 3 _ -4- I I � Ll S I L(_ I_I - T 125 PFM - OFFICES SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" 7O VAV BOX WALL SENSOR TO BE RELOCATED. O NEW LOCATION OF VAV BOX WALL SENSOR. O REMOVE EXISTING LINEAR SLOT DIFFUSER. COORDINATE PATCHING OF DRYWALL WITH G.C. OFFICES SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DOM CONTAN*D HEREIN ARE THE EXCLUSNE MELLWRI& PROPERTY OF CARSON DESIGN ASSOCNTTS. AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART. WfIHOUi THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES ��II11111111111///� M R. ST''% ;• V •F.�= No. 10200105 ? STATE OF '% DIA••.• ,� A a Irl.I a -- —T 3 m S I 1-' 80 125 PFM - l 150 CFM -- 4 -- 150 CFM ' 80 O LU .. :. J - --. cN > O w ZD � ql::3- w p Z 200 CFM 200 CFM < — ---- — } OW T_CC aCD O= G I 200 CFM � Q C-) 80 --- O - m R J 200 CFM W Im 80 J � L a r I 1 Fi. _L -i _ _. �I OFFICES SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DOM CONTAN*D HEREIN ARE THE EXCLUSNE MELLWRI& PROPERTY OF CARSON DESIGN ASSOCNTTS. AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART. WfIHOUi THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES ��II11111111111///� M R. ST''% ;• V •F.�= No. 10200105 ? STATE OF '% DIA••.• ,� A DATE / ISSUE / INITIALS: DRAWING TITLE: MECHANICAL PLANS JOB NO. 08-046 01-23-09 SHEET NUMBER: M201 a m J C/) O LU J U) cN > O w ZD � ql::3- w w Z < OW T_CC aCD O= G ••1 � Q C-) O O m J W Im a DATE / ISSUE / INITIALS: DRAWING TITLE: MECHANICAL PLANS JOB NO. 08-046 01-23-09 SHEET NUMBER: M201 EQUIPMENT SYMBOL oEscaFroN -<< *->>- LOW VOLTAGE DRAWOUT TYPE CIRCUIT BREAKER X (")" DENOTES AS FOLLOWS:) A - AIR TYPE S - SF6 TYPE V - VACUUM TYPE -+ �- MOLDED CASE CIRCUIT BREAKER ��- SWITCH AND FUSE UNIT dill. GROUND CONNECTION BRANCH PANELBOARD AND CABINET - RECESSED MOUNT BRANCH PANELBOARD AND CABINET - SURFACE MOUNT DISTRIBUTION PANELBOARD AND CABINET - RECESSED MOUNT ® DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT ,a MOTOR ("X" DENOTES HORSEPOWER) OX PF CAPACITOR ("X" DENOTES KVAR) 0 DISCONNECT SWITCH - FUSED EP DISCONNECT SWITCH - NON-FUSED ® MOTOR CONTROLLER a COMBINATION MOTOR CONTROLLER S HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH TX WITH THERMAL OVERLOAD PROTECTION ("X" DENOTES AS FOLLOWS:) NONE - SINGLE POLE 2 - 2 POLE 3 - 3 POLE STPX HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH WITH THERMAL OVERLOAD PROTECTION WITH PILOT LIGHT ("X" DENOTES AS FOLLOWS:) NONE - SINGLE POLE 2 - 2 POLE 3 - 3 POLE PS POWER SUPPLY Oj PUSHBUTTON OR PUSH PLATE El BUZZER BELL Ell HORN CHIME SINGLE PHASE MOTOR CONNECTION. PROVIDE 1P -20A, 120V TOGGLE SWITCH DISCONNECT SWITCH ® OVERHEAD DOOR CONTROLLER W/ OPEN, CLOSE, & STOP BUTTONS ELECTRICAL SYMBOLS AND ABBREVIATIONS LIGHTING SYMBOL DESCRPTION XOC X=FIXTURE TYPE, 2=CIRCUIT NUMBER, c=SWITCH LEG F-FLOURESCENT K - INCANDESCENT H - H.I.D. FLOURESCENT TYPE FIXTURE • EQUIPPED WITH EMERGENCY BATTERY BALLAST O DOWNLIGHT TYPE FIXTURE Q WALL MOUNT FIXTURE LIGHT POLE WITH ONE FIXTURE (FIXTURE LOCATION AND BASE SPACING AS SHOWN) ® EXIT LIGHT (MOUNTED ON CEILING) EXIT LIGHT (SURFACE MOUNTED ON WALL) EMERGENCY WALL MOUNTED BATTERY UNIT q REMOTE EMERGENCY LIGHTING HEAD DEVICES SYMBOL DESCRPTION DUPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS X FOLLOWS:) ALL RECEPTACLES SHALL BE HOSPITAL GRADE NONE - 20 AMP, 125VAC GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE WP - 20 AMP, 125VAC, WEATHERPROOF TYPE Q QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES X AS FOLLOWS:) DUPLEX RECEPTACLE - ISOLATED GROUND TYPE QUADRAPLEX RECEPTACLE - ISOLATED GROUND TYPE 0 SIMPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS X FOLLOWS:) ® SPECIAL RECEPTACLE - NORMAL CIRCUIT (SEE DRAWINGS AND SPECIFICATIONS) FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OF AUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE OD SURFACE RACEWAY WITH RECEPTACLES AS INDICATED ® PLUGSTRIP F50 GROUND L SWITCH LEG L- NEUTRAL CLOCK RECEPTACLE - 120VAC S TOGGLE SWITCH - 20 AMP, 120/277VAC S3 TOGGLE SWITCH - 3 -WAY S4 TOGGLE SWITCH - 4 -WAY SP TOGGLE SWITCH - PILOT LIGHT S TOGGLE SWITCH - KEY OPERATED QD INDIVIDUAL LIGHT DIMMER, 2000W F2 a Sa LETTER DESIGNATION INDICATES SWITCH LEG FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OF AUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE OD AUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE F50 GROUND L SWITCH LEG L- NEUTRAL S - SUPPLY R - RETURN '-' SD - SMOKE DAMPER ODUCT DETECTOR REMOTE TEST STATION OREMOTE DETECTOR ALARM LAMP ®X EXTINGUISHER SYSTEM ACTIVITY DEVICE (")C" DENOTES AS FOLLOWS:) cc NONE - WATER FLOW TYPE C - CO2 TYPE H - HALON TYPE OSPRINKLER SYSTEM OS & Y VALVE HO HORN - SINGLE PROJECTION HORN - SINGLE PROJECTION WITH VISUAL ALARM SIGNAL VISUAL ALARM SIGNAL DEVICE ODOOR RELEASE DEVICE - FIRE ALARM ACTIVATED OFIRE ALARM SYSTEM ADDRESSABLE RELAY w HORN - SMALL ROOM TYPE WITH VISUAL ALARM SIGNAL RACEWAY SYSTEM SYMBOL DESCRIPTION CONCEALED CONDUIT 4" CONDUIT SLEEVE WITH BUSHINGS THRU WALL ABOVE CEILING (D FLOOR BOX. SEE TYPICAL DETAILS FOR CONDUIT REQUIREMENTS DOOR SECURITY SYSTEM SYMBOL DESCRPTION EK KEYPAD ROUGH -IN © PROXIMITY CARD READER ROUGH -IN © REMOTE DOOR RELEASE BUTTON ROUGH -IN TELECOMMUNICATION SYSTEM s,MBo►. DEScRFT1ION IF VOICE AND DATA OUTLET ROUGH -IN QW WALL TELEPHONE OUTLET ROUGH -IN vW WALL TELEPHONE AND DATA OUTLET ROUGH -IN PAGING/AUDIO SYSTEM SYMBOL DESORPTION OS 1 LOUDSPEAKER - CEILING MOUNTED CONTROLLED BY VOLUME CONTROL "1" 1 VOLUME CONTROL - CONTROLS SPEAKERS "1" PAGING HORN AUDIO JACK ROUGH -IN MICROPHONE ROUGH -IN PROJECTOR ROUGH -IN DIMMING SYSTEM svMsoL oEscaPnoH A THEATRICAL BOX - TYPE "A' REFER TO DETAIL SHEET FOR INFORMATION CCTV SYSTEM SYMBOL DESCRPTION 04 CCTV ROUGH -IN INTERCOM SYSTEM SYMBOL DESCRPTION Inc INTERCOM STATION ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEM AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERLY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO DE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRRIEN CONSENT OF CARSON DESIGN ASSOCIATES. m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES \���\\111111111////�� R. ' No. =:10200105 ,�o•, STATE OF NALW���`�� 1111111 LETTER DESIGNATION REFERS TO SYSTEM (SEE ABBREVIATIONS) PHASE CONDUCTORS F50 GROUND L SWITCH LEG L- NEUTRAL QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT- ,F50" IS THE FEEDER SIZE '-' CONDUIT TURNED UP a CONDUIT TURNED DOWN ❑ JUNCTION OR PULL BOX CABLE TRAY DOOR SECURITY SYSTEM SYMBOL DESCRPTION EK KEYPAD ROUGH -IN © PROXIMITY CARD READER ROUGH -IN © REMOTE DOOR RELEASE BUTTON ROUGH -IN TELECOMMUNICATION SYSTEM s,MBo►. DEScRFT1ION IF VOICE AND DATA OUTLET ROUGH -IN QW WALL TELEPHONE OUTLET ROUGH -IN vW WALL TELEPHONE AND DATA OUTLET ROUGH -IN PAGING/AUDIO SYSTEM SYMBOL DESORPTION OS 1 LOUDSPEAKER - CEILING MOUNTED CONTROLLED BY VOLUME CONTROL "1" 1 VOLUME CONTROL - CONTROLS SPEAKERS "1" PAGING HORN AUDIO JACK ROUGH -IN MICROPHONE ROUGH -IN PROJECTOR ROUGH -IN DIMMING SYSTEM svMsoL oEscaPnoH A THEATRICAL BOX - TYPE "A' REFER TO DETAIL SHEET FOR INFORMATION CCTV SYSTEM SYMBOL DESCRPTION 04 CCTV ROUGH -IN INTERCOM SYSTEM SYMBOL DESCRPTION Inc INTERCOM STATION ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEM AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERLY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO DE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRRIEN CONSENT OF CARSON DESIGN ASSOCIATES. m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES \���\\111111111////�� R. ' No. =:10200105 ,�o•, STATE OF NALW���`�� 1111111 DATE / ISSUE / INITIALS: DRAWING TITLE: ELECTRICAL SYMBOLS JOB NO. 08-048 01-23-09 SHEET NUMBER: E001 a cc U) O w N C) O W z wLU ry- z IZ Q J :PON 0 W 75;arr- Lo U ci CD O C0 mi W Fm w cc Cj DATE / ISSUE / INITIALS: DRAWING TITLE: ELECTRICAL SYMBOLS JOB NO. 08-048 01-23-09 SHEET NUMBER: E001 I Q II II II II II II I� II II II LEM------- u.=moi — — — — — — — — — — — — — 0 � (D. 0 i ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAINING AND THE IDEAS, CONCEFM AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE KITLLEC K PROPEIM OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WRHOUT THE WRMEN CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES `\�.���,�••��G\STEREO No. =:10200105 ,�o•, STATE OF •�; �Q /llnnnl\\ r� as I F m- BOOK CLUB ROOM BOOK CLUB ROOM m CIRCULATION WORKROOM CIRCULATION WORKROOM FIRST FLOOR LIGHTING PLAN FIRST FLOOR DEMOLITION PLAN FIRST FLOOR LIGHTING PLAN FIRST FLOOR DEMOLITION PLAN 1 - 1'-0" •� �" = 1 SCALE: 1/8" = 1'-0" SCALE: 1 /8" SCALE.: /8 - SCALE. 1 /8 0 CD W N .1 Q w o m CD zw z 0. ° Q CD Uj CD L v o .� m �4 LM-** LM-* a A A a A— CHILDRENS AREA FIRST FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" J AN COLLECTION FIRST FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN NOTES: OREMOVE EXISTING CEILING HUNG LIGHT FIXTURE. SALVAGE FIXTURE FOR REUSE BY THE OWNER. REMOVE EXISTING POWER AND SWITCHING CIRCUITS TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILING. O REMOVE EXISTING CABLE HUNG LIGHT FIXTURE SECTION. SALVAGE FIXTURE FOR REUSE BY THE OWNER. PROVIDE NEW OR REUSE EXISTING FIXTURE ROW END CAPS AND REINSTALL ON THE REMAINING FIXTURE ROW FOR FINISHED APPEARANCE. RELOCATE AND EXTEND POWER AND SWITCHING CIRCUITS TO REPOWER FIXTURES TO REMAIN WHERE REQUIRED. OREMOVE WALL HUNG LIGHT FIXTURE ON WALL TO BE REMOVED. SALVAGE FIXTURE FOR REUSE BY THE OWNER. REMOVE EXISTING POWER AND SWITCHING CIRCUITS FROM WALL SYSTEM TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILING. RELOCATE AND EXTEND POWER AND SWITCHING CIRCUITS TO REPOWER FIXTURES TO REMAIN WHERE REQUIRED. PLAN NOTES: O CONNECT NEW AND RELOCATED LIGHT FIXTURES TO EXISTING POWER AND SWITCHING CIRCUITS FOR THIS ROOM. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. OPROVIDE NEW SWITCHING AND DEDICATED CIRCUITS FOR NEW LIGHTING FIXTURES AS SHOWN. UTILIZE EXISTING CIRCUIT(S) FROM DEMOLITION WHERE AVAILABLE. COORDINATE NEW SWITCH MOUNTING LOCATION WITH OWNER. O MODIFY EXISTING LIGHTING POWER AND SWITCHING CIRCUITS SERVING THIS NEWLY SUBDIVIDED ROOM TO CONTROL FIXTURES AS SHOWN. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. O REPLACE EXISTING LIGHTING FIXTURE WITH NEW LIGHT FIXTURE IN THE SAME LOCATION. PROVIDE ALL NEW MOUNTING HARDWARE, ADDITIONAL STRUCTURAL SUPPORT, AND ACCESSORIES REQUIRED TO RECONNECT TO EXISTING POWER AND SWITCHING CIRCUITS. ORELOCATE EXISTING LIGHTING SWITCH BLOCKED BY INSTALLATION OF NEW WALL TO NEW WALL LOCATION SHOWN. PROVIDE NEW SWITCH BOX AND EXTEND CIRCUITS AND RACEWAYS AS REQUIRED. GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH 'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 7. COORDINATE INSTALLATION OF LIGHT FIXTURES WITH DUCTWORK, SUPPORTS, PIPING, EQUIPMENT, AND ARCHITECTURAL REFLECTED CEILING PLAN. DATE / ISSUE / INITIALS: DRAWING TITLE: FIRST FLOOR LIGHTING PLANS O • 08-046 01-23-09 SHEET NUMBER: E201 CIRCULATION WORKROOM FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" :ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 Ph. 317.632.4444 317.632.4960 Fi CIRCULATION WORKROOM FIRST FLOOR POWER PLAN SCALE: 1/8" = 1'-0" J AN COLLECTION FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" L L BOOK CLUB ROOM FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN NOTES: O DISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. O DISCONNECT AND REMOVE EXISTING DATAICOMMUNICATIONS RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. O DISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. O4 DISCONNECT AND REMOVE EXISTING DATA/COMMUNICATIONS RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. ODISCONNECT AND REMOVE EXISTING POWER AND DATA/COMMUNICATIONS CIRCUIT CONNECTIONS FROM WALLS TO BE REMOVED BY OTHERS TO ABOVE ACCESSIBLE CEILINGS. MAINTAIN CIRCUITS AND CABLING FOR REUSE IN PARTION WALL DEVICES IN THIS AREA. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES FROM WALL TO REMAIN. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. O7 DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEM SIGNALING DEVICE. SALVAGE DEVICE FOR REUSE BY THE OWNER. MAINTAIN EXISTING FIRE ALARM SIGNALING CIRCUIT AND PROVIDE BLANK COVER PLATE OVER JUNCTION BOX IN WALL. BOOK CLUB ROOM FIRST FLOOR POWER PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1D PROVIDE A NEW DEDICATED BRANCH CIRCUIT FROM PANEL INDICATED FOR THE NEW POWER RECEPTACLES WITHIN THIS NEW OFFICE. O PROVIDE NEW DEDICATED BRANCH CIRCUIT AND RECEPTACLE FROM PANEL INDICATED FOR NEW COPIER SYSTEM. O PROVIDE 1" CONDUIT AND TWO GANG BACKBOX WITH SINGLE COVER PLATE FOR FUTURE DATA/COMMUNICATIONS RECEPTACLE LOCATION. STUB CONDUIT UP ABOVE ACCESSIBLE CEILING. (TYPICAL) O RELOCATE AND EXTEND EXISTING POWER AND DATA/COMMUNICATIONS RECEPTACLES UNDER COUNTER SYSTEM AS REQUIRED FOR NEW COUNTER SYSTEM INSTALL BY OTHERS. RELOCATE, AND EXTEND SYSTEMS AND PROVIDE OUTLET BOX EXTENSIONS AS REQUIRED TO REINSTALL DEVICES UNDER NEW COUNTER SYSTEMS. COORDINATE COUNTER DIMENSIONS AND ELEVATIONS WITH GENERAL CONTRACTOR. O PROVIDE AND INSTALL NEW FIRE ALARM SYSTEM SIGNALING DEVICE IN NEW WALL AS REQUIRED FOR PROPER NOTIFICATION OF NEW PASSAGEWAY. MODIFY AND EXTEND EXISTING FIRE ALARM SYSTEM SIGNALING CIRCUITS AND PROVIDE ALL ADDITIONAL EQUIPMENT AND PROGRAMMING AS REQUIRED TO EXTEND SYSTEMS. COORDINATE WITH EXISTING SYSTEM SERVICE PROVIDER AND PAY ALL FEES TO RENEW AND MAINTAIN UL LISTING ONCE NEW CIRCUITS HAVE BEEN INSTALLED. �6 RELOCATE EXISTING POWER RECEPTACLE OUTLET TO NEW ELEVATION SHOWN. EXTEND EXISTING CIRCUITS RACEWAY SYSTEMS AND PROVIDE NEW OUTLET BOX AS REQUIRED. PROVIDE NEW BLANK COVER PLATE OVER EXISTING OUTLET BOX. O EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO INSTALL NEW POWER RECEPTACLES IN NEW WALL. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH 'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS ORAIWNG AN 1HE IDEAS, CONCEM AND DESIGNS CONUlED HMN ARE THE EXCLUSIVE MEL ECRJAL PROPERTY OF CARSON DFSI;i`I ASSOCIATES, AND ARE NOT TO BE USED OR REMDU((EI), WHOLE OR IN PART, WITHOUT THE WRUEI CONSENT OF CARSON DESIGN ASSOCIATES. m COPYRIGHT 2003 CARSON DESIGN ASSOCIATES \\\\\1111111111///�� `��•��.�,G\S TER N0. -° 10200105 ° STATE OF �`SS D 1 A.,.��G�`\`\. DATE iISSUE iINITIALS: DRAWING TITLE: FIRST FLOOR ELECTRICAL POWER PLANS 08-046 01-23-09 SHEET NUMBER: E202 a m J C/) O LU cN CD O LU � am w ry- w �> Z Q:ONO J O = w a LO U O 00 W a DATE iISSUE iINITIALS: DRAWING TITLE: FIRST FLOOR ELECTRICAL POWER PLANS 08-046 01-23-09 SHEET NUMBER: E202 PUBLIC LOUNGE SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" OFFICES SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" F: PUBLIC LOUNGE SECOND FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" OFFICES SECOND FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" TECHNICAL SERVICES AREA SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN NOTES: O REMOVE EXISTING CEILING HUNG LIGHT FIXTURE. SALVAGE FIXTURE FOR REUSE BY THE OWNER. REMOVE EXISTING POWER AND SWITCHING CIRCUITS TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILING. (D REMOVE EXISTING CABLE HUNG LIGHT FIXTURE SECTION. SALVAGE FIXTURE FOR REUSE BY THE OWNER. PROVIDE NEW OR REUSE EXISTING FIXTURE ROW END CAPS AND REINSTALL ON THE REMAINING FIXTURE ROW FOR FINISHED APPEARANCE. RELOCATE AND EXTEND POWER AND SWITCHING CIRCUITS TO REPOWER FIXTURES TO REMAIN WHERE REQUIRED. OREMOVE WALL HUNG LIGHT FIXTURE ON WALL TO BE REMOVED. SALVAGE FIXTURE FOR REUSE BY THE OWNER. REMOVE EXISTING POWER AND SWITCHING CIRCUITS FROM WALL SYSTEM TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILING. RELOCATE AND EXTEND POWER AND SWITCHING CIRCUITS TO REPOWER FIXTURES TO REMAIN WHERE REQUIRED. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 PLAN NOTES: 10 CONNECT NEW AND RELOCATED LIGHT FIXTURES TO EXISTING POWER AND SWITCHING CIRCUITS FOR THIS ROOM. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. O PROVIDE NEW SWITCHING AND DEDICATED CIRCUITS FOR NEW LIGHTING FIXTURES AS SHOWN. UTILIZE EXISTING CIRCUIT(S) FROM DEMOLITION WHERE AVAILABLE. COORDINATE NEW SWITCH MOUNTING LOCATION WITH OWNER. O MODIFY EXISTING LIGHTING POWER AND SWITCHING CIRCUITS SERVING THIS NEWLY SUBDIVIDED ROOM TO CONTROL FIXTURES AS SHOWN. MODIFY AND EXTEND EXISTING CIRCUITS WHERE REQUIRED TO MAKE NEW CONNECTIONS. O REPLACE EXISTING LIGHTING FIXTURE WITH NEW LIGHT FIXTURE IN THE SAME LOCATION. PROVIDE ALL NEW MOUNTING HARDWARE, ADDITIONAL STRUCTURAL SUPPORT, AND ACCESSORIES REQUIRED TO RECONNECT TO EXISTING POWER AND SWITCHING CIRCUITS. O RELOCATE EXISTING LIGHTING SWITCH BLOCKED BY INSTALLATION OF NEW WALL TO NEW WALL LOCATION SHOWN. PROVIDE NEW SWITCH BOX AND EXTEND CIRCUITS AND RACEWAYS AS REQUIRED. TECHNICAL SERVICES AREA SECOND FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH 'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 7. COORDINATE INSTALLATION OF LIGHT FIXTURES WITH DUCTWORK, SUPPORTS, PIPING, EQUIPMENT, AND ARCHITECTURAL REFLECTED CEILING PLAN. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DFSM CONTAINED HEREIN ARE THE EXCLUSIVE INTSIECRIAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT M BE USED OR REPRODUCED, WHOLE OR N PART, W171 f THE WRITTEN CONSW OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DESIM ASSOCIATES 0\\\1111111///// R. X S RTgc 10200105 ° a.;o*.:• STATE OF ` ONAI. \\ DATE / ISSUE / INITIALS: DRAWING TITLE: SECOND FLOOR LIGHTING PLANS JOB NO. 08-046 01-23-09 SHEET NUMBER: E203 a oC m J C/) COD o J Q (W/) M LU W W Z r Q o W aCD Q J L LO c v o -D o m J W a DATE / ISSUE / INITIALS: DRAWING TITLE: SECOND FLOOR LIGHTING PLANS JOB NO. 08-046 01-23-09 SHEET NUMBER: E203 L LL z PUBLIC LOUNGE SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" OFFICES SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" PUBLIC LOUNGE SECOND FLOOR POWER PLAN SCALE: 1/8" = 1'-0" OFFICES SECOND FLOOR POWER PLAN SCALE: 1/8" = 1'-0" 4 MEDIA AREA FIRST FLOOR POWER PLAN SCALE: 1/8" = 1'-0" I IF TECHNICAL SERVICES AREA SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN NOTES: O DISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. ODISCONNECT AND REMOVE EXISTING DATA/COMMUNICATIONS RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. 4O DISCONNECT AND REMOVE EXISTING DATA/COMMUNICATIONS RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. ODISCONNECT AND REMOVE EXISTING POWER AND DATAICOMMUNICATIONS CIRCUIT CONNECTIONS FROM WALLS TO BE REMOVED BY OTHERS TO ABOVE ACCESSIBLE CEILINGS. MAINTAIN CIRCUITS AND CABLING FOR REUSE IN PARTION WALL DEVICES IN THIS AREA. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES FROM WALL TO REMAIN. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. O7 DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEM SIGNALING DEVICE. SALVAGE DEVICE FOR REUSE BY THE OWNER. MAINTAIN EXISTING FIRE ALARM SIGNALING CIRCUIT AND PROVIDE BLANK COVER PLATE OVER JUNCTION BOX IN WALL. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 TECHNICAL SERVICES AREA SECOND FLOOR POWER PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: O PROVIDE A NEW DEDICATED BRANCH CIRCUIT FROM PANEL INDICATED FOR THE NEW POWER RECEPTACLES WITHIN THIS NEW OFFICE. O PROVIDE NEW DEDICATED BRANCH CIRCUIT AND RECEPTACLE FROM PANEL INDICATED FOR NEW COPIER SYSTEM. O PROVIDE 1" CONDUIT AND TWO GANG BACKBOX WITH SINGLE COVER PLATE FOR FUTURE DATA/COMMUNICATIONS RECEPTACLE LOCATION. STUB CONDUIT UP ABOVE ACCESSIBLE CEILING. (TYPICAL) O RELOCATE AND EXTEND EXISTING POWER AND DATA/COMMUNICATIONS RECEPTACLES UNDER COUNTER SYSTEM AS REQUIRED FOR NEW COUNTER SYSTEM INSTALL BY OTHERS. RELOCATE, AND EXTEND SYSTEMS AND PROVIDE OUTLET BOX EXTENSIONS AS REQUIRED TO REINSTALL DEVICES UNDER NEW COUNTER SYSTEMS. COORDINATE COUNTER DIMENSIONS AND ELEVATIONS WITH GENERAL CONTRACTOR. O5 PROVIDE AND INSTALL NEW FIRE ALARM SYSTEM SIGNALING DEVICE IN NEW WALL AS REQUIRED FOR PROPER NOTIFICATION OF NEW PASSAGEWAY. MODIFY AND EXTEND EXISTING FIRE ALARM SYSTEM SIGNALING CIRCUITS AND PROVIDE ALL ADDITIONAL EQUIPMENT AND PROGRAMMING AS REQUIRED TO EXTEND SYSTEMS. COORDINATE WITH EXISTING SYSTEM SERVICE PROVIDER AND PAY ALL FEES TO RENEW AND MAINTAIN UL LISTING ONCE NEW CIRCUITS HAVE BEEN INSTALLED. O RELOCATE EXISTING POWER RECEPTACLE OUTLET TO NEW ELEVATION SHOWN. EXTEND EXISTING CIRCUITS RACEWAY SYSTEMS AND PROVIDE NEW OUTLET BOX AS REQUIRED. PROVIDE NEW BLANK COVER PLATE OVER EXISTING OUTLET BOX. O7 EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO INSTALL NEW POWER RECEPTACLES IN NEW WALL. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLMTUAL PROPERLY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES R E -4 No. No. 10200105 STATE OF '�'��`�;•�N, D I ANP �C��`��` /11III11111\, :01IIIIIIIIIIIII e_ i i II a OFFICES SECOND FLOOR POWER PLAN SCALE: 1/8" = 1'-0" 4 MEDIA AREA FIRST FLOOR POWER PLAN SCALE: 1/8" = 1'-0" I IF TECHNICAL SERVICES AREA SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN NOTES: O DISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. ODISCONNECT AND REMOVE EXISTING DATA/COMMUNICATIONS RECEPTACLE DEVICES UNDER COUNTER SYSTEM FOR COUNTER DEMOLITION BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. 4O DISCONNECT AND REMOVE EXISTING DATA/COMMUNICATIONS RECEPTACLE DEVICES IN WALL SYSTEMS TO BE REMOVED BY OTHERS. REMOVE DATA/COMMUNICATIONS CABLING TO ABOVE ACCESSIBLE CEILINGS AND NEATLY COIL AND TIE FOR FUTURE USE BY OWNER. ODISCONNECT AND REMOVE EXISTING POWER AND DATAICOMMUNICATIONS CIRCUIT CONNECTIONS FROM WALLS TO BE REMOVED BY OTHERS TO ABOVE ACCESSIBLE CEILINGS. MAINTAIN CIRCUITS AND CABLING FOR REUSE IN PARTION WALL DEVICES IN THIS AREA. ODISCONNECT AND REMOVE EXISTING ELECTRICAL POWER RECEPTACLE DEVICES FROM WALL TO REMAIN. REMOVE EXISTING POWER WIRING BACK TO NEAREST JUNCTION BOX ABOVE ACCESSIBLE CEILINGS. PROVIDE NEW BANK COVER PLATE FOR OUTLET BOX IN WALL. RELOCATE AND EXTEND POWER TO REPOWER RECEPTACLES IN ADJACENT WALLS TO REMAIN WHERE REQUIRED. O7 DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEM SIGNALING DEVICE. SALVAGE DEVICE FOR REUSE BY THE OWNER. MAINTAIN EXISTING FIRE ALARM SIGNALING CIRCUIT AND PROVIDE BLANK COVER PLATE OVER JUNCTION BOX IN WALL. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 TECHNICAL SERVICES AREA SECOND FLOOR POWER PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: O PROVIDE A NEW DEDICATED BRANCH CIRCUIT FROM PANEL INDICATED FOR THE NEW POWER RECEPTACLES WITHIN THIS NEW OFFICE. O PROVIDE NEW DEDICATED BRANCH CIRCUIT AND RECEPTACLE FROM PANEL INDICATED FOR NEW COPIER SYSTEM. O PROVIDE 1" CONDUIT AND TWO GANG BACKBOX WITH SINGLE COVER PLATE FOR FUTURE DATA/COMMUNICATIONS RECEPTACLE LOCATION. STUB CONDUIT UP ABOVE ACCESSIBLE CEILING. (TYPICAL) O RELOCATE AND EXTEND EXISTING POWER AND DATA/COMMUNICATIONS RECEPTACLES UNDER COUNTER SYSTEM AS REQUIRED FOR NEW COUNTER SYSTEM INSTALL BY OTHERS. RELOCATE, AND EXTEND SYSTEMS AND PROVIDE OUTLET BOX EXTENSIONS AS REQUIRED TO REINSTALL DEVICES UNDER NEW COUNTER SYSTEMS. COORDINATE COUNTER DIMENSIONS AND ELEVATIONS WITH GENERAL CONTRACTOR. O5 PROVIDE AND INSTALL NEW FIRE ALARM SYSTEM SIGNALING DEVICE IN NEW WALL AS REQUIRED FOR PROPER NOTIFICATION OF NEW PASSAGEWAY. MODIFY AND EXTEND EXISTING FIRE ALARM SYSTEM SIGNALING CIRCUITS AND PROVIDE ALL ADDITIONAL EQUIPMENT AND PROGRAMMING AS REQUIRED TO EXTEND SYSTEMS. COORDINATE WITH EXISTING SYSTEM SERVICE PROVIDER AND PAY ALL FEES TO RENEW AND MAINTAIN UL LISTING ONCE NEW CIRCUITS HAVE BEEN INSTALLED. O RELOCATE EXISTING POWER RECEPTACLE OUTLET TO NEW ELEVATION SHOWN. EXTEND EXISTING CIRCUITS RACEWAY SYSTEMS AND PROVIDE NEW OUTLET BOX AS REQUIRED. PROVIDE NEW BLANK COVER PLATE OVER EXISTING OUTLET BOX. O7 EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO INSTALL NEW POWER RECEPTACLES IN NEW WALL. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. GENERAL NOTES: 1. ALL DIMENSIONS AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD VERIFY AND COORDINATED WITH OTHER TRADES AND ARCHITECT / ENGINEER. 2. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 3. COORDINATE ALL CIRCUIT NUMBERS SHOWN FOR NEW CIRCUITS TO BE INSTALLED IN EXISTING PANEL BOARDS WITH CIRCUIT BREAKER SPACES MADE AVAILABLE FROM DEMOLITION. MAINTAIN CIRCUIT QUANTITIES SHOWN AS THE MINIMUM REQUIRED. 4. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 5. DEVICES DENOTED WITH'EX' AND SHADED LINE WEIGHT ARE EXISTING TO REMAIN. 6. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLMTUAL PROPERLY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES R E -4 No. No. 10200105 STATE OF '�'��`�;•�N, D I ANP �C��`��` /11III11111\, :01IIIIIIIIIIIII a m O W N < LJ O Cc O L ::D ':I- z w < z CD F -- W a mCD O m W 2 w a Q DATE / ISSUE / INITIALS: DRAWING TITLE: SECOND FLOOR ELECTRICAL POWER PLANS JOB NO. 06-046 01-23-09 SHEET NUMBER: E204 12 GAUGE HANGER WIRE OR CHAIN FOR FIXTURE SUPPORT CONNECTED TO STRUCTURE ABOVE JUNCTION BOX FLEXIBLE CONDUIT W/#12 WIRE (6' MAX.) LAY -IN -CEILING - LAY -IN CEILING LAY -IN CEILING LAY -IN -CEILING LAY IN LIGHT FIXTURE DETAIL NOT TO SCALE NOTES: 1. EMERGENCY BALLAST SHALL OPERATE TWO LAMPS 2. ROOM SWITCH SHALL OPERATE ALL LAMPS SEISMIC CLIP TYPICAL SWITCHED LIGHT FIXTURE W/ INTEGRAL BATTERY BALLAST WIRING DIAGRAM NOT TO SCALE SWITCH Umuul r HS SHOWN ON DRAWINGS LIGHT FIXTURE SCHEDULE LAMP ACCEPTABLE TYPE DESCRIPTION VOLT MOUNT LENS SERIES NO. MANUFACTURERS REMARKS NO. &TYPE O w SERIES NO. A PENDANT FIXTURE 120/277 F42 TBXlfEMP/4P CEILING LJJ P1138 (38") TBX - SM IMPACT ELECTRONIC LU PENDANT Z - BM - ELECTRONIC ARCHITECTURAL BALLAST J � AT 4'-0" Q LIGHTING � 0 LC7 Ln Q U BELOW C) NOTE: SEE ARCHITECTURAL SHEET'A203' FOR CEILING ADDITIONAL REQUIREMENTS W z B NOT USED a C CORRIDOR WALL SCONCE 120 F26W WALL PALOMAS I; TRANSLITE ELECTRONIC DBX/TEMP/4P/Gx24g3 MOUNT PRI-RD-BS-12OV-F26 SONOMA BALLAST CENTER OF NOTE: SEE ARCHITECTURAL SHEET'A203' FOR FIXTURE ADDITIONAL REQUIREMENTS AT V-10" A.F.F. D J. A/V TRACK LIGHTING: 120 Q50MR16C / BEAM TRANSLITE (4) BT8'-505-AL 8' BASIS TRACK, SPREAD NARROW SONOMA (1) BT4'-505-AL 4' BASIS TRACK, OR WIDE (2) BT -808 -BK END CAP, (3) BT -512 -AL COUPLER, (1) BT -511 -BLACK ISOLATOR, (1) BT -510 -AL POWER FEED, (10) BT310-AL CEILING ANCHORS, (1) TSQ600-120V REMOTE TRANSFORMER, (3) REG2-BTC-ST-VR-AL FIXTURE, (4) REG2-BTC-ST-UB-AL FIXTURE, (4) REG2-BTC-ST-TG-AL FIXTURE NOTE: SEE ARCHITECTURAL SHEET'A203' FOR ADDITIONAL REQUIREMENTS E CEILING MOUNTED TRACK LIGHTING: 120 SOW R/PAR20 CEILING NORA LIGHTING (20) NTH -176W (WHITE) TRACK HEAD, MOUNTED (5)NT-316W (WHITE) LIVE END, (5)NT-331W (WHITE) 12' TRACK NOTE: SEE ARCHITECTURAL SHEET'A203' FOR ADDITIONAL REQUIREMENTS F WALL MOUNTED TRACK LIGHTING: 120 SOW R/PAR20 WALL NORA LIGHTING (5) NTH -176B (BLACK) HEAD, MOUNTED (2)NT-304B (BLACK) 8' TRACK, NT -316B (BLACK) LIVE END, NT -310 (BLACK) CONNECTOR NOTE: SEE ARCHITECTURAL SHEET'A203' FOR ADDITIONAL REQUIREMENTS G DOWN LIGHTING 120/277 32W TBX/TEMP/4P CEILING NH8PU - 22642 - EL - NORA LIGHTING ELECTRONIC RECESSED 120/277V - NTS - BALLAST 871 LISF NOTE: SEE ARCHITECTURAL SHEET'A203FOR ADDITIONAL REQUIREMENTS H NOMINALLY 2'x4'x3" DEEP RECESSED DIRECT / 120/277 (3)32W F32T8 CEILING ROUND METALUX OVATION 2RDI METALUX ELECTRONIC INDIRECT TROFFER WITH ROUND PERFORATED RECESSED PERFORATED LITHONIA BALLAST STEEL SHIELD BLOW CEILING LAMP SHIELD STATE GRID/LAY-IN STEEL NOTE: NEW FIXTURES TO MATCH STYLE AND TYPE BELOW OF EXISTING FIXTURES ON SITE. EXISTING FIXTURES CEILING FROM DEMOLITION MAY BE CLEANED AND REUSED IF IN'LIKE NEW CONDITION. ' NOMINALLY 2'x2'x3" DEEP RECESSED DIRECT / 120/277 (3)17W F20T8 CEILING ROUND METALUX OVATION 2RDI METALUX ELECTRONIC INDIRECT TROFFER WITH ROUND PERFORATED RECESSED PERFORATED LITHONIA BALLAST STEEL SHIELD BLOW CEILING LAMP SHIELD WHITE GRID/LAY-IN STEEL NOTE: NEW FIXTURES TO MATCH STYLE AND TYPE BELOW OF EXISTING FIXTURES ON SITE. EXISTING FIXTURES CEILING FROM DEMOLITION MAY BE CLEANED AND REUSED IF IN'LIKE NEW CONDITION. J NOMINALLY 2'x4'x5-1/2" DEEP 32 CELL PARABOLIC 120/277 (4)32W F32T8 CEILING METALUX PARALUX III METALUX ELECTRONIC RECESSED TROFFER WITH AIR -SUPPLY RECESSED LITHONIA BALLAST SIDE/FLOATING SEMI -SPECULAR / HAZE LOW IRIDESCENT LOUVER GRID/LAY-IN NOTE: NEW FIXTURES TO MATCH STYLE AND TYPE OF EXISTING FIXTURES ON SITE. EXISTING FIXTURES FROM DEMOLITION MAY BE CLEANED AND REUSED IF IN'LIKE NEW CONDITION. K NOMINALLY 2'x4'x5-1/2" DEEP 16 CELL PARABOLIC 120/277 (2)17W F20T8 CEILING METALUX PARALUX III METALUX ELECTRONIC RECESSED TROFFER WITH BLANK SIDE/FLOATING RECESSED LITHONIA BALLAST SEMI -SPECULAR / HAZE LOW IRIDESCENT LOUVER GRID/LAY-IN NOTE: NEW FIXTURES TO MATCH STYLE AND TYPE OF EXISTING FIXTURES ON SITE. EXISTING FIXTURES FROM DEMOLITION MAY BE CLEANED AND REUSED IF IN'LIKE NEW CONDITION. NOTES: 1. ALL BALLASTS SHALL BE ELECTRONIC BALLASTS WITH HIGH FREQUENCY, MINIMUM POWER FACTOR OF .95, MAXIMUM OF 15% TOTAL HARMONIC DISTORTION, "A" SOUND RATING UL LISTED CLASS P INSTANT START FOR PARALELL LAMP OPERATION, LESS THAN 1.7 LAMP CURRENT CREST FACTOR AND .850 BALLAST FACTOR. (ADVANCE TRANSFORMER COMPANY, OSRAM SYLVANIA INC., OR MAGNETEK LIGHTING AND ELECTRONIC PRODUCTS). 2. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. ALL FLUORESCENT LAMPS SHALL BE 4100K AND AT LEAST 75 CRI (PHILLIPS LIGHTING COMPANY, OSRAM SYLVANIA INC., OR GE LIGHTING). 3. UTILIZE THE SAME MANUFACTURE(S) OF ALL LAMPS AND BALLASTS THROUGHOUT INSTALLATION UNLESS OTHERWISE NOTED. 4. ALL LIGHT FIXTURES INSTALLED IN 1 HOUR CEILING SHALL BE EQUIPPED WITH A 1 HOUR ENCLOSURE OR "TENT" INSTALLED AROUND FIXTURE HOUSING TO MAINTAIN 1 HOUR CEILING. 5. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 6. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE Fld ) SHALL BE EQUIPPED WITH A LUTRON HILUME 1% DIMMING BALLAST 5. LIGHT FIXTURE TYPES WITH SUFFIX -r ( LIKE F1f ) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 7. LIGHT FIXTURE TYPES WITH SUFFIX "f- ( LIKE F1f ) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 8. LIGHT FIXTURE TYPES WITH SUFFIX "Q" (LIKE F1q) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. 9. ALL NEW LIGHTING FIXTURES TO BE INSTALLED RECESSED IN LAY -IN CEILINGS SHALL BE INSTALLED WITH EARTHQUAKE CLIPS. 10. PROVIDE ALL MOUNTING HARDWARE REQUIRED TO MOUNT NEW FIXTURES. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAINING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE NEELLECTIUL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT M BE USED OR REPRODIXCI1, WHOLE OR IN PART, WMnff THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYIWIT 2OD3 CARSON DESIGN ASSOCIATES �\\\\IilR. lllllll/��� �;• �`�`- RFS ••F.� No. ° 10200105 7M. STATE OF ••zNDIANP-*,10 ///�OINAIL\\\\� DATE / ISSUE /INITIALS: DRAWING TITLE: LIGHTING SCHEDULES JOB NO. 08-046 01-23-09 SHEET NUMBER: E601 a O w N CD LJJ Z LU L.LJ Z � Q J � W Q � � 0 LC7 Ln Q U C) C0 W z cc a DATE / ISSUE /INITIALS: DRAWING TITLE: LIGHTING SCHEDULES JOB NO. 08-046 01-23-09 SHEET NUMBER: E601 FEEDER AND BRANCH CIRCUIT SCHEDULE FEEDER/BRANCH CIRCUIT DESIGNATION CONDUCTOR SIZE PER CONDUIT CONDUIT SIZE AND QUANTITY PHASE& NEUTRAL EQUIPMENT GROUND 1P, 1N, 1G, 2P 1G 2P, 1N, 1G, 3P 1G 3P, 1N, 1G 3P, 2N, 1G 3P, 3N, 1G 3P, 1N, 2G F20 12 12 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" F30 10 10 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" F40-50 8 10 3/4" 3/4" 3/4" 1" 1" 3/4" F60 6 10 3/4" 3/4" 1" 1" 1" V F70 -F80 4 8 3/4" 1" 1-1/4" 1-1/4" 1-1/4" 1-1/4" F90 -F100 3 8 1" 1" 1-1/4" 1-1/4" 1-1/2" 1-1/2" F110 2 6 1" 1-1/4" 1-1/4" 1-1/2" 1-1/2" 1-1/4" F125 1 61-1/4" 1-1/4" 1-1/2" 2" 2" 1-1/2" F150 1/0 6 1-1/4" 1-1/2" 1-1/2" 2" 2" 2" F175 2/0 6 1-1/4" 1-1/2" 2" 2" 2-1/2" 2" F200 3/0 6 1-1/2" 2" 2" 2-1/2" 2-1/2" 2" F225 4/0 4 1-1/2" 2" 2-1/2" 2-1/2" 3" 2-1/2" F250 250 4 2" 2" 2-1/2" 3" 3" 2-1/2" F300 350 4 2" 2-1/2" 3" 3" 3-1/2" 3- F350 500 3 2-1/2" 3" 3-1/2" 3-1/2" 4" 3-1/2" F400 3/0 3 (2) 1-1/2" (2) 2" (2) 2" (2) 2-1/2" (2) 2-1/2" (2) 2" F450 4/0 2 (2) 1-1/2" (2) 2" (2) 2-1/2" (2) 2-1/2" (2) 3" (2) 2-1/2" F500 250 2 (2) 2" (2) 2" (2)2-1/2- (2) 3" (2) 3" (2)2 -1/2- 2)2 -1/2"F600 F600 350 1 (2) 2" (2)2-1/2' (2) 3" (2) 3" (2)3-1/2' (2) 3" F700-800 500 1/0 (2) 2-1/2" (2) 3" (2) 3-1/2" (2)3-1/2- (2) 4" (2) 3-1/2" F900 350 2/0 (3) 2" (3) 2-1/2" (3) 3" (3)3' (3) 3-1/2" (3) 3" F1000 500 2/0 (3)2-1/2- (3) 3" (3) 3-1/2" (3) 3-1/2" (3) 4" (3) 3-1/2" F1200 350 3/0 (4) 2-1/2" (4) 2-1/2" (4) 3" (4) 3" (4) 3-1/2" (4) 3" F1600 -F1800 500 4/0 (5) 2-1/2" (5) 3" (5) 3-1/2" (5) 3-1/2" (5) 4" (5)3-1/2' F2000 500 250 (7) 4" (7) 4" (7) 4" (7) 4" (7) 4" (7) 4" F2500 500 350 (7)4' (7) 4" (7) 4" (7) 4" (7) 4" (7) 4" F3000 500 500 (10) 4" (10) 4" (10) 4" (10)4' (10) 4" (10) 4" F3500 500 500 (12) 4" (12) 4" (12) 4" (12) 4" (12)4' (12) 4" SPECIFICATIONS: (APPLY TO ALL ELECTRICAL SHEETS) 1. PROVIDE AND INSTALL NEW GREEN INSULATED COPPER GROUNDING CONDUCTORS AS THE EQUIPMENT GROUNDING MEANS FOR ALL ELECTRICAL DEVICES AND EQUIPMENT. 2. ALL COVERPLATES FOR WIRING DEVICES SHALL MATCH EXISTING TYPE IN THE EXISTING BUILDING. DEVICES SHALL MATCH EXISTING IN COLOR. ALL RECEPTACLES CONNECTED TO EMERGENCY POWER SHALL BE RED IN COLOR. 3. PROVIDE LABELING FOR ALL PANELBOARDS, SWITCHBOARDS, AND DISCONNECT SWITCHES TO INCLUDE AN ENGRAVED PLASTIC LABEL IDENTIFING THE EQUIPMENT AND WHERE IT IS FED FROM. ALL BRANCH DEVICES IN THE MAIN SWITCHBOARD SHALL HAVE AN ENGRAVED PLASTIC LABEL. ALL PANELBOARDS SHALL INCLUDE A TYPEWRITTEN DIRECTORY. ALL RECEPTICALS SHALL HAVE CIRCUIT NUMBERS WRITTEN ON THE INSIDE OF THE COVERPLATE. ALL JUNCTION BOX COVERS SHALL BE IDENTIFIED TO INDICATE CIRCUITS CONTAINED. WHERE MULTIPLE SWITCHES ARE GANGED TOGETHER THE SWITCHES SHALL BE IDENTIFIED. 4. ALL CONDUIT INSIDE THE BUILDING SHALL BE A ELECTRICAL METALLIC TUBING (EMT) AND SHALL BE A MINIMUM 3/4" UNLESS OTHERWISE NOTED. ALL CONDUIT INSTALLED UNDERGROUND SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. ALL CONDUIT INSTALLED ABOVE GRADE OUTSIDE THE BUILDING SHALL BE RIGID STEEL. NO PVC CONDUIT SHALL BE USED ABOVE THE FLOOR SLAB. 5. SWITCHES SHALL BE 20 AMPERE RATED, 120/277 VOLT, HUBBELL 1121 SERIES OR APPROVED EQUIVALENT. 6. RECEPTACLES SHALL BE 20A, 120V GROUNDING TYPE LIKE HUBBELL 5342 SERIES. 7. ALL ELECTRICAL CONNECTORS, LUGS, BREAKERS, EQUIPMENT, ETC. SHALL BE RATED AT A MINIMUM OF 75 DEG. C. 8. WIRING METHODS: MC TYPE CABLING MAY BE USED FOR ALL INSTALLATIONS IN WALLS AND ABOVE CEILINGS. SUPPORT MC CABLE EVERY 6 FEET MINIMUM OR AS REQIUIRED BY CODE. MC CABLE MAY NOT BE USED FOR ANY EXPOSED WIRING OR PANELBOARD FEEDERS. ALL EXPOSED BRANCH CIRCUIT WIRING AND PANELBOARD FEEDERS SHALL BE TYPE THHN/THWN WIRING INSTALLED IN CONDUIT. ALL WIRING SHALL BE COPPER. NO ALUMINUM WIRING WILL BE ALLOWED. 9. PROVIDE (1) 1" SPARE CONDUIT FOR EACH 3 SPACES OR SPARES IN EACH FLUSH MOUNTED PANEL FROM PANEL TO ABOVE ACCESSABLE CEILING FOR FUTURE USE. 10. ALL PANELBOARDS SHALL HAVE COPPER BUS AND RATINGS AS SPECIFIED. REFERENCE STANDARDS SHALL BE SQUARE D NQOD SERIES BRANCH PANELS AND I LINE SEIRES DISTRIBUTION PANELS. 11. ALL EXTERIOR RECEPTACLES SHALL HAVE IN -USE TYPE WEATHERPROOF COVERPLATES. 12. EXISTING ADDRESSABLE FIRE ALARM SYSTEM SHALL BE EXTENDED TO THE PROJECT AREA. PROVIDE ALL MODIFICATIONS NECESSARY TO ADD DEVICES SHOWN INCLUDING ALL PROGRAMMING CHANGES. WIRE TYPE INSTALLATION SCHEDULE WIRE TYPE INSTALLATION SPECIFICATIONS MC CABLE MC CABLE MAY BE INSTALLED FOR BRANCH CIRCUITS MC CABLE SHALL BE COPPER WITH MINIMUM F20 FROM ALL PANELS. MC CABLE SHALL BE INSTALLED SIZE #12 AWG WITH GROUNDING CONDUCTOR. CONCEALED IN WALLS AND ABOVE CEILINGS. NO TYPE 150 FEET 360 FEET MC CABLE MAY BE INSTALLED OUTSIDE THE BUILDING. F40-50 WIRE INSTALLED IN CONDUIT WIRE INSTALLED IN CONDUIT SHALL BE USED FOR ALL WIRING SHALL BE COPPER WITH MINIMUM SIZE F60 PANEL FEEDERS WITH DESIGNATION LIKE "F200" AND #12 AWG TYPE THHN/THWN SHALL COMPLY WITH FEEDER SCHEDULE. BRANCH CIRCUITS SERVING THE ROOF SHALL BE INSTALLED IN CONDUIT AND COMPLY WITH FEEDER SCHEDULE. WIRE INSTALLED IN CONDUIT UNDERGROUND SHALL BE O W LISTED FOR VOLTAGE DROP FOR 20A BRANCH CIRCUITS FEEDER SIZE TO USE MAXIMUM DISTANCE ALLOWED 120V 277V F20 100 FEET 200 FEET F30 150 FEET 360 FEET F40-50 240 FEET 550 FEET F60 385 FEET 885 FEET NOTES: 1. 20 A BRANCH CIRCUITS SHALL BE SIZED FOR VOLTAGE DROP. WIRE SIZES ARE NOT INDICATED ON THE DRAWINGS TO COMPENSATE FOR VOLTAGE DROP FOR THESE CIRCUITS. CONTRACTOR SHALL UTILIZE WIRE SIZE SHOWN ABOVE FOR DISTANCES LISTED ABOVE. GENERAL NOTES: (APPLY TO ALL ELECTRICAL SHEETS) 1. PROVIDE SUPPORT WIRES FOR ALL LIGHT FIXTURES. 2. ALL WORK SHALL CONFORM TO OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT ANSI/NFPA 70 WITH STATE OF INDIANA AMENDMENTS, ANSI/IEEE C2 AND ALL FEDERAL, STATE, LOCAL, AND MUNICIPAL CODES AND ORDINANCES. THE ELECTRICAL SUBCONTRACTOR SHALL COMPLY WITH THE DIRECTIONS OF ALL AUTHORITIES HAVING JURISDICTION. 3. INSTALL WORK USING PROCEDURES DEFINED IN NECA STANDARDS OF INSTALLATION. ALL WORK SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. 4. REFER TO THE ARCHITECTURAL DRAWINGS FOR CEILING WORK BY OTHERS. COORDINATE ALL ELECTRICAL WORK. 5. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE ALL FLOOR, WALL, AND CEILING PENETRATIONS TO COMPLETE HIS WORK. PROVIDE PROPER FIRE SAFEING FOR ALL PENETRATIONS MADE. 6. COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER TRADES TO ENSURE EFFECTIVE AND EFFICIENT OVERALL INSTALLATION. 7. COORDINATE ALL ELECTRICAL SYSTEM DOWNTIME WITH THE OWNER AND OTHER TRADES. DOWNTIME OF THE SYSTEM SHALL BE MINIMIZED. WEEKEND AND AFTER HOUR WORK MAY BE REQUIRED TO PREVENT OR MINIMIZE INTERFERENCE WITH THE OWNER'S OPERATION. 8. THE LOCATIONS OF NEW RECEPTACLES, PHONE/DATA JACKS, AND ROOM EQUIPMENT SHOWN ON THESE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS WILL BE DETERMINED WITH THE ARCHITECT DURING THE CONSTRUCTION PHASE. 9. ALL NEW EQUIPMENT SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING. 10. PHYSICAL SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT SHOWN ON THESE DRAWINGS ARE APPROXIMATE. COORDINATE ELECTRICAL WORK FOR THIS EQUIPMENT WITH THE OTHER TRADES. 11. PROVIDE APPROPRIATE SEALANT (I.E. FIRESAFEING) TO MAINTAIN CONSTRUCTION INTEGRITY FOR ANY PENETRATIONS THROUGH FLOORS, STRUCTURAL CEILINGS, AND FIRE WALLS. 12. ALL BRANCH CIRCUITS SHALL UTILIZE SEPARATE INDEPENDENT NEUTRAL CONDUCTORS. DO NOT COMBINE NEUTRAL CONDUCTORS. 13. ALL FEEDER NEUTRAL/GROUNDED CONDUCTORS SHALL BE CONSIDERED CURRENT CARRYING. DERATE MULTIPLE CONDUCTORS IN A RACEWAY ACCORDINGLY WITH NEC TABLES. 14. INSTALL ALL CONDUITS, RACEWAYS, AND CABLE TRAY FOR MAXIMUM HEAD CLEARANCE IN MECHANICAL AREAS, AND CEILING PLENUM. COORDINATE CLEARANCES WITH ARCHITECT AND THE OWNER. ECTOR CONSULTING LLC Mechanical & Electrical Engineering 1005 North Senate Avenue Indianapolis, Indiana 46202 ph. 317.632.4444 fax 317.632.4960 CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DEM CONTAINED HEREIN ARE THE EXCLUSIVE INTMECRIAL PROPE91Y OF CARSON DESM ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR N PARE, W MIT THE WRfM CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DEM ASSOCIATES RI►�S'ell yam,4 FO •;F,c, No. ' 10200105 %�•, STATE OF %O��SSNDIAN. NAI�����. DATE / ISSUE / INITIALS: DRAWING TITLE: ELECTRICAL SCHEDULES JOB NO. 08-046 01-23-09 SHEET NUMBER: E602 a O W N Q (C='S Q W ZD q9::3_ z w LU rr- z_ IZ Q J CD � CW aCD � G m mi W a Q DATE / ISSUE / INITIALS: DRAWING TITLE: ELECTRICAL SCHEDULES JOB NO. 08-046 01-23-09 SHEET NUMBER: E602