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08200543 Permit Filed N l3 = V .Q ? ?a G o O ? ?0 U '3 rr d w co O O N 46 N r H ? a? ? Q ci R 0 m N !V t v 3 a = O a d _ y •? ? m ? ?.i S y •R E ? ? a a d m ? u c o c IL tJ. ti 0 M ? N 2 O R O 0 cl) ? m ? ? N R Y ? ? +. ea ? a ? (D L. ? m i 3 m M C-4 ? 00 d ? ? ? I Z ? 3 : O O d y ? I ? ? s.. L .. ? : > > Q Q U ? .` a v d ? c o p W O O : 1- Ef3 .` a 0 0 w ? o O ? V9, ? Of N .r L O UE ti a Z N 0 Lh 0 00 -? c n ad c N ? W W m ? ? a h- U) o ? = p a ? M Q U U v ? ° W ? W Ri co o N J U °- 0- o V O = c (D m • Z ? W ? ? t/) U m Q ? Z ? d J a W = a F- L ? U) m a? ? 0 c M T C m ? c7 ? d ? N M st tn tG t- 00 CD ? 0 O O O O 69 J ? O ? V Q ? \ ? °r O ? ? ? ? 0 Q Q a R a? 2 c ? ? tp N ? •nneJ 10 suoisinoad Aue jo uoIIeFoin uodn awil Aue Je pa)Jonaa aq Aew pue uoilTaaalpe pue aiedaa `uoijellelsui `uoilonaisuoo 6wlLInfiaa oiyp jo alels 94110 snnei ilu pue uilqna lo Alio ay} 1o sa3ueuipao ayl ol wJoIu03 `stoadsaa IIe ui lleys Maonn piES ILyl uoi}ipuo3 ssaadxa ay} uo paluea6 si }iwaad siyl 'IFIIDI330 ONIQZ LTZ) T.; 3O_bu Ag QENJIS SSErINfl QIOA • • • • • • • pano.zddv Annxd .zazPZB TnPd OSSS • • suozqzpuoD TPzoads • • • • • • auoZ pooZd SSENISl1S ' ' ' ' adrCq Aoupdnoap SWODNON/QSSDSZ02Id - gZ ' ' ' adAq uozlon.zqsuoD NOIZV2IEEZTd f)NIQ'-IIt1S 1ntOa 3{.zoM _40 uozIdt.zosaQ 000 000 EtS00Z00-80 .zaqwnu uozq'eDzZddV 0009-ZE6 7vT9 ,I,NS1niS`J`dNVW NOIZDII2IZSN0D H?iRQ OIHO 7Z'IVH2i 3?il1Q - . . . . . . . . .zaunnp ZDI2IZSIQ aD2Ia1nilnt0D QaNNFI'Id . . . . buzuoZ Aq.zado.zd • • • uozqdzzasaQ j7ebaZ . . . auiPN uo-rsznzpqnS c. t oEt, xo NI'Igf1Q A?id 2i3ZVqg 'IIl?.'d OSSS ssa.zppv Al.zado.zd T5L600-ELZ . . . . . .zaqwnN Zaa.zPd 80/TE/L . . . . . . a1pQ anssl S N E N FI 1nI H 9 d L 3 N v d Il D D O 'I FI N O I Z I Q N O D 089V-06ti (V?9) :aui-l uoiloadsul • 019ti-06ti (V69) =auoyd 960£ti oiyp `uilqna . peoa s6uia-jai4S 0085 • spaepuels fiuiplina NIIZSII.Q 30 X,LID .. CITY OF DUBLIN Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 Inspection Line:614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and L?rFeE QEf1L7-Y oAlica (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: -?;5SO Ct.,cIarL /???ZK1E.+z?Y Building Permit No. 0 7l 41005 h(3 , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter lrnown as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) and further agrees to release, hold hannless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA PER SERVER\PER\PERITHOMEVJ\OFFICEIWP\DOCS\DOC\FORMSICOND[T10NAL OCCUPANCY AGREEMENT.doc Page 1 of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may iniriate legal acrion, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant aclrnowledges that he is under no obligation whatscever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be 8ranted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. AeflltE ?vES7"OFEI- '71316' ol Project Manager/General Contractor Date (Please Print) lvfiKe ?Eu?s7o?Ec, ?/13?0? Owner/0ccupant Date (Please Print) Project Manag r/General Co tractor (Signature) *;./ --t 0 Owner/Occupant (Signature) \1DUBL[NDATA_PER SERVERTERIPER\THOMEWWF:CEIIVP\DOCS\DOCIFORMSICONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 CITY OF DVBLIN r. Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type ?-S 4 r ? Application # Date ?'? CZ The undersigned inspectors checked yo r property at ???cc" for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIO ?APPROVED , DISAPPROVED By C`? ? CONDITIONAL * M ? d ? 0 ? ? H S ? ? 0 m 0 ? N 3 M M ? v eD ? ? ? ? ? d a? w N ? N 0 a H C) :r ? a e? ? ?D N !D ? N V CD C) tA * 11 g „ ? cn -? v, p -v a C O C O ? 7' ? C 0 C C 0 C ? y CD s c > ? ? N = = ? ' cc ? C . ? . ? G? z _ ?o ? rn n 3 `? 0 = 0 a i a ? . c ?' o a??i cc ? Qc ? ? , ?. ? at C n C ?D ? ? 3 ? y M -s ? > ? o ? tn <p o ? ? 0 O c 7 n 3 ?. 0 ?c N c > a ? > (° ? c? ° cc ? o ? m ? ? "s ? 19 <D • . cC O cG ? ? C O ? a Q. C, a ? cc v c _ c X (D ? ? ? O N -< Z rn Z N o o m M W ? { C n ? v o : ; _ N Z I , i CO) T C' y I p -n m N ? ? ? ?+ ?? T D * D c? D c c? c ?? ? ? w cn ? m a m c? * oo ? G) I ? ? 0 0 ? ? 3 0 = a c`c' = - ? T ? m n ? n n ° ` ? m o ? ? N c n c? D a a ? ? 3 , o ? ? ?D - _ -a a a ? ? c -n E 2 = U2 = = D ? (D y ? U CO) _ "-' .a (D 1 U' 0 D o ? 1 9 ? ? U) pr :' jf ( o _ ? D o "? '? \ r ? `~ CD v ct, , ? r -? rn oo ? c? 0 ? X ? C G ? y M ? ? ? ? a Z U) m ? O Z Cl) a z O "n c ? o, ? W s? o = Q (D ? ? N ? ?a o? (7) N 4? 0 • ? co ? o y O (Dz r? ?D y ? ? O ? ?- v ? ?v o 0 ? ? w 0 ? ? C? F?I y ? 0 ? C ? ? ? INSPECTION DATE TYpE COMMENTS APPROVAL CODE INSPECTOR ' 2? rr? , . ('(e- U •" .s r d ? `.? ?? ?l r. o `! _ ? . ., . Q(} /l? '') V -k?rrt C ?\? ?°' I?G='? ° C"-??. F<6?"e l.. 2`' ( ? --? ? v 3c? , -- cr4 c, L vL) o? G? Wt G 5 ?i s?" ,._..... . 17 p??. RQ ? , ) ? -? `' kL_.. , l'4 h -r c ? z?- q- C `' CITY OF DUBLIN *** CUSTOMER RECEIPT *** Batch ID: 7/31/08 01 Receipt no: 15627 Type SvcCd Description Amount 2008 200543 BP BUILDING PERMITS Qty 1.00 $1300.00 CHRIS CRAWFORD Tender detail CC CREDIT CAR.D $1300.00 Total tendered: $1300.00 Tota1 payment: $1300.00 Trans date: 7/31/08 Time: 9:54:31 THANK YOU FOR YOUR PROMPT PAYMENT DUBLYhI gUILDING DEPT 3800 SHT'ER RYNGS 12D DUBLIN, OH 43016 BATCH: 159 S-R-L-E-S D-R-A-f-T 72987328 738276239869 REF: 9348 CD TYPE: MRS1EpCARD TR TYPE: PURCHA5E INU: 88288543 DATE: 1UL 31, 68 69:43;19 T07AL $1300.00 ACCi; 5569317688438100 EXP, 95/18 AP: 092866 HAME: CNRI& E CaAWFORD CUS1. rax $1300.08 i,ARDMEMBER ACKNOWLEDGES REGEIPi OF 600D5 pND/0R 5ERVIGES IN TNE AMOUNT QF iHE 10rR1 SNtlWN NEREON AND A6REES Ttl PERiORM iHE OBLT6AtI0NS SET FORTH BV TNE CGRDMEPBER'S A6REEMEH*WIITHTHE SUER M ERCHANi tC ? O M ? O t 0 CD c ? 0 r • ? H ? ?••? ? J ? +_? t? AyG y O ? C O Go 0 ? O I? ? ? ? ? L O ? C ? r ? N ? m? c ?c r O m = a 0 c H .; G a N W ? ? ? ? . 4 >k m !? , ° ,1 0 ? ..? C ? ? 0 4 ?. i a ? ~> ?A., W M L V V t0 y a Q d W > 2 p) v) O cc ? R L G> C C L v ? ?S ?1 C C1 C ? ? C? C V C ' ?' ? U. im C u- m Q V y N Ul ?p = 0 G? R = G? _ G? d C? d V d ? ? Q N d L E L E A C? °- 0 ? C? :. .C _ " tm = : •0 C? c ? v V `- V V ? o V w a > = R 0 a 0 c d d c Q Q ? m '? c - 0 7 ? ? ? c0 t ? N a G? L. O O .G , p ea ca C cv C Ri C L LL '_ 0 ? = G? L ? v (? ? L a m ? w L C cn _= ii t? Q Q ? Q ii ii ii ii * nl w ii O fA LL. U. 0 ? ? ? V a Z Q V ? ? 0 V ? Z 0 H U ? N Z W ? Y o V W cn ? Y ? ? 7 O t5 d 0 E) 0) o ?,:,' ar C? ? a? -v d -c c = d t9 - 0 oc •L S ? E Z = 0 y CD a = O > > ? ? E Q a H M Z 0 ? ? ? v p . a a ? c 0 y c ? C o ? Z' Q (D w 3 a = c? C? C? L L C ? C ? C "C , L L ? . O + L ? t t t • C 0 .O. C 3 O 3 O 3 ?' L ? N L > > ? ? C. V) LL?. Il L0L L?L a? d ca ? a? W 3 0. N d d ea 0 N LL U- ? ? ? ? DATE INSPECTION TYPE COMMENTS APPROVAL CODE INSPECTOR ?6 /et /7 T ? . o FAen?? ?-7 :? ? s?,? ? ??. 611-5,1t/ /M4 7(C?G -i - v prfi M c. p.) oj-rj?&j U?t c- 5 Li $7' D'? RQ 11FC C' FLT W a- ? .? o i L 0 . &; 0 C. u n1 [.Y t-7- ? ?`?"'1c? Building Standards - Review Services Commercial Building Permit Application 5800 Shier Rings Road Dublin OH 43016 Phone (614) 410-4670 CITY OF DUBLtN. Application Number D?? ?0V ?/3 Receivcd Date Smmp I Company Name;ZW" MMMWC? !`,7?1/Dublin Registration Number Contact Name /AA. Title Uii-q /??.Ll Address - 61.tv City/State ip l7 Telephone ?3?, bM Fax ?144- EmailAll/_AlP<7DCfL I acknowledge and make this application as, or on behalf of, the owner and further assert that I am the agent / representative to be contacted concerning matters relating to this application. Signature X (print name) Date Company Phone 6A ? _(U2???r Email? 6o??? ?f?.L'& Commercial Building Permit Application Page i of 3 BLD-201 02/04/08 Commercial Building Permit Application Application Number PROJECT INFORMATION ( Completed by Design Professional ) Project Address (?',`t° t?' Pr.t?L?;?. w IF..NMT7' --av-f Mv 4xis??N6 ?? lli?,vr t5r,14,ZY1v,,.. Commercial Building Permit Application Page 2 of 3 BLD-201 02/04/08 Commercial Building Permit Application PROJECT INFORMATION r?? fit D151T.M. ( Continued ) Application Number Project Address onzontal Exits ?Yes ? No Smoke control/Removal system CYes 7-? No Limited Sprinkler System JYes ? No Unlimited Area Building C;Yes ? No Full Automatic Sprinkler System V?'es E No Manual Fire Alarm ?Yes = No Standpipe System ?Yes C No Auto Fire Alarm FvXes = No I, r )'TR4 , the Design Professional, have read and understand the contents of this application. The information contained in this application, attached exhibits, and other submitted information is complete and in all respects true?a„nd correct, to the best of my knowledge and belief. Signature of Design Professional Commercial Buiiding Permit Application Page 3 of 3 BLD-201 02/04/08 CITY OF DUBLIN Building Standards • 5800 Shier Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Project Name:M Project Address: Applicant: ? Designer: General Contractor (req Phone:/.., 14'. , f h! ?J 6 2Q? Phone:/1W Mb. /02?2 Contractor Registration Number: 06-f7? ?06 Project Square Footage: (o e35' Circle the aDprooriate cateaorv/categories in each box and put the corresponding point value in the equation at the bottom of the page. •A • - - - B C D S uare Foota e Use Grou s T e of Construction Plan Ori inator 0 to 1000 ....... ..............1.0 A1, A2......................3.0 IA............................. 3.0 Ohio Architect, 1001 to 2000 .. ......:.......1.5 A3............................1.8 IB............................. 2.5 Ohio Engineer, 2001 to 3000 .. ..............2.0 A4............................1.6 Certified Designer or a 3001 to 4000' . .............2.5 4001 to 5000 .. ............ .? A5.............. .............1.0 B............................ 1.0 IIA......................... ..2. IIB.......................... 1.0 combination of above............. ........ .1.0 B Medical ..................2.5 Projects over 3,000 sq. ft. can E ..............................1.8 IIIA.......................... 2.5 Non-professional........ 3.0 not be considered without F1 & F2 ....... .............2.5 IIIB.......................... 1.3 C80 permission. H .............................N/P Author of the drawings must 11,2,3 ......... .............3.0 IV............................. 1.2 be a certified professional if M ............... .............1.g the project requires technical R ..............................1.5 VA............. .............2.5 analysis of safety or S1 ............................1.4 VB........................... 2.5 sanitation. S2 ............................1.2 U ............... .............1.0 E F G H Nature of Work Permits Required Number of Floors Number of Drawings (Add all rmits re uired) (Involved in the review) Excludin cover sheet) Alteration .....................1.0 Building...................1.0 1............................ . 1-4............................ 1.0 ' Bui d O tn &..................1.2 HVAC Zoning Compliance minor/existin 1.0 .g.. 1.0 2 ................ ............. 2.0 5 9--18............. 20 ........... 3.0 New Building HVAC new system(s)..2.0 14-20 .......... ............4.5 Change of Electrical (minor)....... 1.0 Permission required from Occupancy .... .............2.0 Electrical (new equip)..2.0 C80 for 3 or more floors. Electrical (medical)..... 2.0 Fuel Gas ..................0.5 Additions > 1,000 sq. ft. and new buildings > 120 sq. ft. Permit i T i + are ineligible. ... ....... nt Po ota ? +_J_+ I + f + 1 + + t +3__ 115 A B C D E F G H TOTAL • The sum of the above calculation may not exceed 14 for Walk-Through consideration. • The approved Record of Action or any required Zoning hearing is required at this review. • The documents will be completed as a normal review if the walk-through cannot be completed in less than twenty-five minutes. • If Fire Alarm and Suppression is required Permit Applications must be submitted by the date of the Walk-Through. Fax this completed form, Building Permit Application and Zoning Compliance form to Building Standards 614-761-6566. C:\DOCUME-1\kauftm\LOCALS-1\Temp?XPgrpwise\2008 walkthrough.xls DATE ISSUED: 3l2008 WALK-THROUGH ELIGIBILITY EVALUATION FORM , . ? CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date f:;? / I I / 0 l l Application No. pQ-'9o(9643 APPLICATION FOR ELECTRICAL PERMIT Job Address ? ? ? D ?)) bZe/_ I ???k)j? Parcel No. Subdivision Lot No. Owner Name Telephone ? 1 Li Contractor Name l iD?'»'lxZ.1 Pn L ? PJr i cr'' - Telephone ? j Li -3 -? L C- Contractor Address r' ,') Dublin Registration Na ? y Z? Residential: New Sq. Ft. ` ?toation/Addit Temporary Service $30.00 .......................................................... $30.00 Minimum plus $20.00 for each additiona15U0 Sq. Ft, c Low Voltage Systems: Square Feet $30 00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or l iq. Ft. .............................. cipn thereof over 1000 Sq. Ft. btt tbetepf over 1000 Sq. Ft. Commercial: VNew S9• Ft. Alteration/Addition Sq. Ft. ?OIS Temporary Service $60.00 ........................................................................................................................ ??. $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. -54o.oo and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) ??- Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additiona11000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) A¢ok? 3% State of Ohio Surcharge (commercial only) , f6.1 Total55? JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisio?ns of said lawh /h 'qnature of licensed contractor or homeowner -)n of Building Standards Date: 1 / 1 /2001 • CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200543 Date 6/11/08 Property Address ...... 5550 PAUL BLAZER PKY Parcel Number: 273-009751 Alternate Address: DUKE BUILDING TWO Tenant nbr, name ...... HUSKY ENERGY 2ND FLOOR Application type description COM BUILDING ALTERATION Property owner . . . . . . . DUKE REALTY OHIO Contractor . . . . . . . . . DUKE CONSTRUCTION MANAGEMENT --------------------- Structure Information 000 000 ---------- ------------ Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS --------------------------------------------------- ------------ ------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 540.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/08/08 Qty Unit Charge Per Extension BASE FEE 60.00 8.00 60.0000 THOU COM ELECTRIC SERVICE 1K-50K SF -------------------------------------- 480.00 ------------ -------------------------- Special Notes and Comments *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED CHIEF BUILDING OFFICI AL Jeffrey S. Tyler, AIA ------------ ------------ ---------------------------------------------------- Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 330.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - ELECTRIC 16.20 SURCHARGE FEE - BLDG ---- 37.50 ------------ ------------------------------------------------------------ Fee summary Charged Paid Credited -------- ---------- ---------- ---- Due ------ ----------------- -- Permit Fee Total 540.00 .00 .00 540.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 503.70 487.50 .00 16.20 Grand Total 1043.70 487.50 .00 556.20 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. 0 V• C???I?? APPLICATION FOR ELECTRICAL PERMIT Job Address 565o Q?0.2eR t'kv,i v Parcel No Subdivision Lot No. Owner Name ?_USkTelephone Contractor Name '`? TvJ Mt.\-'. Telephone J340A8 gs Contractor Address Residential: New Sq. Ft. Alteratior Temporary Service $40.00 ...................................................... $40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. Commercial: Dublin Registration No. >q. Ft. - ?fihereof 1000 Sq. Ft. over 1000 Sq. Ft. New Sq. Ft. Alteration/Addition Sq. Ft. ? I b0 SQ-?'?• Temporary Service $60.00 ..............:........................................................................................................... $60.00 Minimum plus $60.00 fQr each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes ai5ove, See Fee Schedule) Low Voltage Systems: Square Feet •? 8 $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 90 3% State of Ohio Surcharge (commercial only) ?S ?-? Total $ JOB DESCRIPTION?NSiALi- Va?c- (tN„ 142rA' a6??Na This permit is granted on the express condition that the said woric shall in all respeds, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards D-0 Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200543 Date 6/20/08 Property Address ...... 5550 PAUL BLAZER PKY Parcel Number: 273-009751 Alternate Address: DUKE BUILDING TWO Tenant nbr, name ...... HUSKY ENERGY 2ND FLOO R Application type description COM BUILDING ALTERATION Property owner . . . . . . . DUKE REALTY OHIO Contractor . . . . . . . . . DUKE CONSTRUCTION MANAGEMENT --------------------- Structure Information 000 000 ---------- ------------ Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS ---------------------------------------------------------------- ------------ Permit ...... LOW VOLTAGE ELECTRIC PERMIT Additional desc . . Permit Fee .... 190.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/17/08 Qty Unit Charge Per Extension BASE FEE 30.00 8.00 20.0000 THOU COM ELECTRIC LOW VOLTAGE -- 160.00 ------------ -------------------------------------------------------------- Special Notes and Comments *** IF IN THE COURSE OF CONSTRUCTION, WC?RK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED CHIEF BUILDING OFFICI AL Jeffrey S. Tyler, AIA ---------------------------------------------------------------- Other Fees . . . . . . . . . SURCHARGE FEE - ELECTRIC ------------ 21.90 ---------------------------------------------------------------- Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- ---- ------------ Due ------ Permit Fee Total 190.00 .00 .00 190.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 21.90 16.20 .00 5.70 Grand Total 211.90 16.20 .00 195.70 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200543 Date 6/04/08 Property Address ...... 5550 PAUL BLAZER PKY Parcel Number: 273-009751 Alternate Address: DUKE BUILDING TWO Tenant nbr, name ...... HUSKY ENERGY 2ND FLOOR Application type description COM BUILDING ALTERATION Property owner . . . . . . . DUKE REALTY OHIO Contractor . . . . . . . . . DUKE CONSTRUCTION MANAGEMENT --------------------- Structure Information 000 000 ------ ---------------- Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . -------------- . . . . . BUSINESS --------- Permit . . . . . ------------------------------------- . COMMERCIAL BUILDING PERMIT ---------------- Additional desc . . 8,683 SQUARE FEET Permit Fee ... . 800.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/01/08 Qty Unit Charge Per Extension BASE FEE 160.00 8.00 80.0 ----------------------- 000 THOU COM BLDG PLAN REVIEW ------ 640.00 Special Notes and ------------------------------- Comments ---------------- *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALI D. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED 7 CHIEF BUILDING OF FICIAL e e . Tyler, AIA Other Fees ... ..... COM BLDG INSPECTION ALT 330.00 COM CERTIFICATE OF OCC 120.00 ----------------------- SURCHARGE FEE - BLDG -------------- 37.50 Fee summary ----------------- -------------- -------- Charged Paid Credited ------ ---------------- Due Permit Fee Total ---- ---------- ---------- 800.00 .00 .00 ---------- 800.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 487.50 .00 .00 487.50 Grand Total 1287.50 .00 .00 1287.50 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. I CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 Supplement to WaIk Through Pian Approval Application Date: Property Address: Project Description: 6/3/2008 Application Number: 08 - 200543 5550 f'AUL BLAZER PKY HUSKY ENERGY 2ND FLOOR THIS IS NOT A BUILDING f'ERMIT. IT IS A SUPPLEMENT TO OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT This SUPPLEMENT TO THE PLAN APPROVAL is issued by the City of Dublin, Division of Building Standards. Listed below are items which may not appear in the construction documents, but which are not considered to constitute a hazard serious enough to warrant withholding Plan Approval. The fo/%wing items are conditions of the issuance of the P/an Approva/, when app/icab/e.Item 1. OBC. 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the the building official or the building official's designated representative. Item 2. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 3. OBC. 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The Building official may waive this requirement in the instance of an emergency repair or similar instance. Item 4. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This indudes firestopping and draftstopping /Chapter 7 OBCJ, mechanical work,piping, ducts and systems /Chapter 3 OMCJ, structura/ members and connections /Chapter 16, OBCJ, and e%trica/ work (Chapter 27 OBCJ. Existing e%ctrica/ conductors, if remo ved, abandoned, or a/tered, sha// be accomplished to the e%ctrica/ fe/d inspector's appro ua/. E/ectrica/ work found not to meet the code's standards sha// be corrected to the e%trica/ fe/d inspector's appro va/. A// systems and e%ments covered by code are to be inspected and approved before being covered Page 1 of 2 Item 6. OBC 1 103.1 Where required. Building and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1 103.2.1 Specific requirements. Accessibility is required in building and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. The start of construction indicates acceptance of aII the conditions listed above. This review does not preclude the necessity to conform to provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Plan Approval will be valid only upon receipt by the Ciry of Dublin, Building Standards, of one signed copy of the addendum to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST send a written request, listing the items to be appealed and the relief sought and one copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016-1236 Reviewed and Signed, Ray M. arpham, AIA Commercial Plans Examiner City of Dublin S. T r, Chief ui ing Official City of blin - 9- g6ature - Architect,Agineer or Contractor Pririt IVame and Title as Signed Date Page 2 of 2 CITY OF DUBLIN ? Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 ,•Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Date ? - 13 - 0 43 Application No. D 9 _ aD 0518 ? New ? Remodel ? Residential R<ommercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address S 55 D PoLrKWAx< Parcel No. Subdivision/Project Name R\.J4 V-X E Owner's Name b v " ""wY Contractor's NamP '`? ? ?(( Contractor's Address 3?65 s ` ` ? Does the sewer discharge into an ind How far distant from any dwelling, well or G What is the size of the main drain? q ` of wr Lot No. Telephone TelephoneC'513 3 -Tql' I033 Z )nNumber ? ? S7q_7 ?3 A-ti t-ta 24 pipes consist? Of what material does the house drain consist? ? i P-ow *INDICATE NAME OF CERTIFIED BACKFLOW TEStER This form must be properly filled out and returned to the;office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following,basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00 Number of remaining fixtures X$10.00 =$ °2 Number of remaining fixtures X$12.00 =$ ? Total Inspection Fee ..................................................... $ Total Inspection Fee .................................................... $ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qtv. Qtv. QtY. Air Admittance Valve ? *Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sum Dish Washers i Drinkin Fountain Floor Drains Garage Catch Basin Garbage Disposal Gas Water Heater Electric Water Heater Interceptor Kitchen Sink l Showers Sterilizers Trap Primer Urinal Washing Machine Water Closets Water Lines Water Stora e Tank Other GRAND TOTAL 101 Division of Building Standards 4.2 the Lavatories Mop Sinks Outside Faucets Roof Drains Rough-in Openings for Future 06/05/08 13:31 FAX 6144623851 COUNTY BOARD OF HEALTH a 001 Franklin County Board of Health PLUMBING REVIEW TRANSMITTAL Pian Review Fee Schedule 1 - 5 Fixtures $ 25.00 6 - 20 Fixtures $ 35.00 21 - 40 Fixtures $ 65.00 41 or more Fixtures $100.00 Number of Fixtures: Amount Due: ? ,2S 'pz-- TWO SETS OF PLUMBING PLANS COMPLETE WITH TSOMETRICS ARE REQUIREI) (do not subrnit full sets) Date: NEW Olt-EMODEL Job Name: yu C .z?y Address; SET OF PLANS City: 04'Y? %*17 NU-si B$ ON THE JOB SITE. Signature: Plans Submitted by: ????? ?r,? ?: ANY ALTERATIONS TO THE DESIGNED SYSTENi NfUS'f BE REVISED PRIOR TO INSPECTION. Address: 064 ? L City & Zip Phone #: Paid By: p Check #: ?0 3 CopyTo: ?C,,6/1 rA ROVED 1 ? APP r ? ? DISAPPR VED Inspector: Date: V Franklin County Board of Neatth ? 280 East Broad Street ? Columbus, OH 43215 (614) 462-3160 phone ? (614) 462-3851 fax CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR HVAC PERMIT Date v O`(?7`0& Application No. 08 - Z QG _01j Job Address J 5J C) P4131G Z erPk Subdivision V ^ , v J ?'l/?' ? ?C1GG OwnerName /.?+?k? ?La, ? ?/ Telephone -/ ? 3 2-0 Contractor Name Contractor Address ? 1-27 7 6ki1/'q I_r`J Residential: Sq. Ft. $60.00 Minimum plus $30.00 for each $60.00 REPLACEMENT iJNITS GAS (Minimum fee only) Commercial: New/Addition Sq. Ft. New/Addirion: $70.00 Minimum plus $30.00 for Ft. or Alterarion ? o Parcel Lot No. Telephone f 13 t 73 7- tO ? Dublin Registration No. additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Alteration: $70.00 Minimum plus $20.00 for each` additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION Ne IG C'4e ?,il" O v 1 I e+S 'ro S v r 7 yle r? +100/' ?? ?ti v? 00 ? Go 0S ?? 360 This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin and all the laws of the State regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards -3b CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200543 Date 6/17/08 Property Address ...... 5550 PAUL BLAZER PKY Parcel Number: 273-009751 Alternate Address: DUKE BUILDING TWO Tenant nbr, name ...... HUSKY ENERGY 2ND FLOO R Application type d escription COM BUILDING ALTERATION Property owner . . . . . . . DUKE REALTY OHIO Contractor . . . . . . . . . DUKE CONSTRUCTION MANAGEMENT --------------------- Structure Information 000 000 ---------- ------------ Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . ----------------------- . . . . . BUSINESS ----------------------------------------- ------------ Permit ..... . COM HEATING, VENTILATING, A.C. Additional desc . . Permit Fee ... . 230.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/14/08 Qty Unit Cha rge Per Extension BASE FEE 70.00 8.00 20.0 000 THOU COM HVAC ALT ------------- 160.00 ------------ ----------------------- Special Notes and ---------------------------- Comments *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED CHIEF BUILDING OFFICI AL Jeffrey S. Tyler, AIA ----------------------- Other Fees . . . ----------------------------------------- . . . . . . COM BLDG INSPECTION ALT ------------ 330.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - ELECTRIC 16.20 SURCHARGE FEE - BLDG 37.50 SURCHARGE FEE - HVAC 6.90 ----------------------- Fee summary ----------------- ----------------------------------------- Charged Paid Credited ---------- ---------- ---------- ---- ------------ Due ------ Permit Fee Total 230.00 .00 .00 230.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 510.60 503.70 .00 6.90 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 08-00200543 Date 6/17/08 Grand Total 740.60 503.70 .00 236.90 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. Page 1 of 2 a Ray Harpham - RE: 5500 blazer memorial parkway - husky energy ti - metal stud framing field issue From: "Darrell Pappa" <dpappa@fordarchitects.com> To: "Ray Harpham" <RHarpham@dublin.oh.us> Date: 6/27/2008 10:30 AM Subject: RE: 5500 blazer memorial parkway - husky energy ti - metal stud framing field issue CC: "Mike Henestofel" <Michael.Henestofel@dukerealty.corrv Ray, I apologize for the attachment. The city of Dublin is excluded from the highlighted portion of the GErvERaL usE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS b@IOW. Let me know if you have any further concerns regarding this issue. Thank you. Darrell Pappa 614.488.6252 dpappa@fordarchitects.com Ford & Associates A R C H I T E C T S From: Ray Harpham [mailto:RHarpham@dublin.oh.us] Sent: Friday, June 27, 2008 10:06 AM To: Darrell Pappa Cc: Mike Henestofel Subject: Re: 5500 blazer memorial parkway - husky energy ti - metalstud framing field issue Darrell: We have received, reviewed and are prepared to approve the referenced attachments. Please consider this email notice of our demur to the terms of the transmission highlighted in red below. The City of Dublin cannot agree to defend, hold harmless or otherwise indemnify any entity. We will release the drawing for use during construction when we receive notice from your office that we are 2XCIUd@d ff0111 th2 hlghll9hted p01't1011 Of th@ GENERAL USE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS below. Ra Ray M. Harpham, AIA Commercial Plans Examiner City of Dublin, Building Standards 614.410.4612 Direct 614.517.4606 Cell 614.718.4346 Fax 614-410-4670 Permit Staff Y »> "Darrell Pappa" <dpappa@fordarchitects.com> 6/26/2008 7:29 AM »> Attention: Mr. Ray Harpham Re: Second Floor - 5550 Blazer Memorial Parkway Husky Energy - Tenant Improvements Field Issue - Wall Partition Framing Members Ray, see the attached Dietrich Metal Framing and the Field Issue letter dated 6/26/08 concerning the metal stud wall partition issue at the Husky Energy tenant space. Please let me know if this information satisfies the Page 2 of 2 concerns regarding this issue. Thank you. Darrell Pappa 614.488.6252 pdappa @ fordarchitects. com Ford & Associates a, R c H I T E c T s GENERAL USE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS: Any electronic files/documents prepared by FORD & ASSOCIATES ARCHITECTS, INC. or others have been forwarded as a courtesy and convenience to any and all recipients. FORD & ASSOCIATES ARCHITECTS, INC. does not warrant the accuracy or completeness of the furnished electronic files and assumes no responsibility or liability for any use, distribution or redistribution of same by others. Furthermore, any and all recipients hereby agree to defend, indemnify and hold harmless FORD & ASSOCIATES ARCHITECTS, INC., its officers, directors, employees, agents and sub- consultants (collectively, FORD & ASSOCIATES ARCHITECTS, INC. severaliy and jointly, against all claims, damages, liabilities or costs (inciuding without limitation, reasonable legal fees and expenses), arising out of or in connection with any and all recipients use in any manner whatsoever of these electronic files. OWNERSHIP OF DOCUMENTS: FORD & ASSOCIATES ARCHITECTS, INC. shall maintain the ownership of all transmitted documents. The recipient shall be entitled to use these materials for this specific proiect only and these documents shall not be re-used or distributed without the written consent of the Architect. The re-use of these documents either hard copy or electronic for any other project by the recipient is strictly prohibited. The recipient recognizes that the instruments of service shall not be reused for additions, modifications or renovations on this Project without the evaluation of the documents in relation to applicable codes and standards by a legally competent agent of the recipient. In return for the ArchitecYs release of use of the instruments of service, the Owner agrees to waive any claim against the Architect and consultants to the Architect and defend, indemnify and hold the Architect and consultants to the Architect harmless from any claim or liability for injury or loss allegedly arising from reuse of the ArchitecYs and consultanYs to the Architect design or instruments of service. Page 1 of 2 Ray Harpham - RE: 5500 blazer memorial parkway - husky energy ti - metal stud framing field issue From: "Darrell Pappa" <dpappa@fordarchitects.com> To: "Ray Harpham" <RHarphamC dublin.oh.us> Date: 6/27/2008 10:30 AM Subject: RE: 5500 blazer memarial parkway - husky energy ti - metal stud framing field issue CC: "Mike Henestofel" <Michael.Henestofel@dukerealty.corrv Ray, I apologize for the attachment. The city of Dublin is excluded from the highlighted portion of the GENERAL usE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS belOW. Let me know if you have any further concerns regarding this issue. Thank you. Darrell Pappa 614.488.6252 pappa @fordarchitects.com d Ford & Associates A R C H Ir E c T s From: Ray Harpham [mailto:RHarpham@dublin.oh.us] Sent: Friday, June 27, 2008 10:06 AM To: Darrell Pappa Cc: Mike Henestofel Subject: Re: 5500 blazer memorial parkway - husky energy ti - metalstud framing field issue Darrell: We have received, reviewed and are prepared to approve the referenced attachments. Please consider this email notice of our demur to the terms of the transmission highlighted in red below. The Ciry of Dublin cannot agree to defend, hold harmless or otherwise indemnify any entity. We will release the drawing for use during construction when we receive notice from your office that we are eXCIUd2d ffOfTl th2 hlghllghted p01'tIOCI Of th2 GENERAL USE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS below. Ra Ray M. Harpham, AIA Commercial Plans Examiner City of Dublin, Building Standards 614.410.4612 Direct 614.517.4606 Cell 614.718.4346 Fax 614-410-4670 ?ermit Staff y »> "Darrell Pappa" <dpappa@fordarchitects.com> 6/26/2008 7:29 AM »> Attention: Mr. Ray Harpham Re: Second Floor - 5550 Blazer Memorial Parkway Husky Energy - Tenant Improvements Field Issue - Wall Partition Framing Members Ray, see the attached Dietrich Metal Framing and the Field Issue letter dated 6/26/08 concerning the metal stud wall partition issue at the Husky Energy tenant space. Please let me know if this information satisfies the Page 2 of 2 concerns regarding this issue. Thank you. Darrell Pappa 614.488.6252 dpappa@fordarchitects.com Ford & Associates A R C H Ir E c T s GENERAL USE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS: Any electronic files/documents prepared by FORD & ASSOCIATES ARCHITECTS, INC. or others have been forwarded as a courtesy and convenience to any and all recipients. FORD & ASSOCIATES ARCHITECTS, INC. does not warrant the accuracy or completeness of the furnished electronic files and assumes no responsibiliiy or liability for any use, distribution or redistribution of same by others. Furthermore, any and all recipients hereby agree to defend, indemnity and hold harmless FORD & ASSOCIATES ARCHITECTS, INC., its officers, directors, employees, agents and sub- consultants (collectively, FORD & ASSOCIATES ARCHITECTS, INC. severaily and jointly, against all claims, damages, liabilities or costs (including without limitation, reasonable legal fees and expenses), arising out of or in connection with any and all recipients use in any manner whatsoever of these electronic files. OWNERSHIP OF DOCUMENTS: FORD & ASSOCIATES ARCHITECTS, INC. shall maintain the ownership of all transmitted documents. The recipient shall be entitled to use these materials for this specific project onlv and these documents shall not be re-used or distributed without the written consent of the Architect. The re-use of these documents either hard copy or electronic for any other project by the recipient is strictly prohibited. The recipient recognizes that the instruments of service shall not be reused for additions, modifications or renovations on this Project without the evaluation of the documents in relation to applicable codes and standards by a legally competent agent of the recipient. In return for the ArchitecYs release of use of the instruments of service, the Owner agrees to waive any claim against the Architect and consultants to the Architect and defend, indemnify and hold the Architect and consultants to the Architect harmless from any claim or liability for injury or loss allegedly arising from reuse of the ArchitecYs and consultanYs to the Architect design or instruments of service. FORD & ASSOCIATES a R c H i r E c T s June 26, 2008 Ray Harpham City of Dublin 5$00 Shier-Rings Road Dublin, Ohio 43016-1236 Re: Second Floor - 5550 Blazer Memorial Parkway Husky Energy - Tenant Improvements Field Issne - Wall PartiNon Framing Members Use Group: B, Busioess Constniction Type; IIB - Unprotected Area: 8,683 SF Occupant Load: 87 4ccupants Sprinklers Provided:__Yes Dear Mr. Harpham, We have been made aware that wall partition type "D" has been installed at the project site using 2'/:"- 20 Ga. metal stud framing members at 24" a,c. in lieu of 3-518" deep members. The wall partitions to be constructed are based on Li240 deflection with a 5 psf loading criteria. Per metal stud manufacturer's recommendations, we have infarmed the Contractor of the following modification: The ? 1121° metal stud framing members are to be left in place and a 45 degree metal stud brace is to be installed at, or below, the maximum limiting height elevation ( l2'-6°' AFF). Note that the additional bracing effectively extends the maximum height of the vertical watl framing member. See the attached Dietrich Metal Framing letter and Eraming chart for this particular framing applicaiion. Also, note the metal btace member gauge and fasteners are to be installed per Dietrich Metal Framing specifications and the Steel Stud Manufacturer's Association - SSMA requirements. lf you have any questions or further concerns in this matter, please do not hesitate to contact me. Sin , Darrell Pappa Ford & Associates Arc6itects CC: Mike Henestofel, Duke Realty File 5 ? o ? * ? ??? * ? ? FoRC ? n 9337 _?"'` ? ?? ??U?. R?Gi?3?`? 1500 WEST FIRST AVENUE COIUMBUS. OHIO 43212 614.488.6252 FAX 614,488.9963 [Mooiiooi 06124/2008•08:33 FAR 12198324141 DIETRICH DESIGN GROUP ? D1 lE'Tit1CH l11i rL T A l f f! A J!!i i NG A 11Ybrsl+kmgton bWastrW-5 CMmWaRy` Customer: Ford & Associates Architeets ATTN: Darrell Pappa Fax: 614488-9963 RE: The use of kickers to extendetl maxirnum height of structural wal4 s#uds. Rick, The fo#iawing are Dietrich Design Group, Inc., recommendations fvr kickers: 1. Placement of kicker on each vertical wall stud at or below maximurn limiting height of wali stud. 2. Kicker is usuafly placed at a 45-degree angle from vertical wall stud. 3. Lapped tn wall stud and attached with self-drilling sccews. 4. Connected to roof deck or other structural member with a rigid type clip. Please be aware that there are altemative ways for installing kickers, but these may need the consideration of an engineer. If there is any way I can be of further assistance in this matter, please do not hesitate to call. Sincerely, Dietrich Design Group ? Steven M. Butt Technical Services Note lhat this letier may be subject to review and approval of the Engineer of Record anci/or Architect. 1414 FIEr.D STREET BUILDING C SUTI'E 1- HAMMOND, IlVDIANA 46320 (219) 853-9474 (800) 873-2443 FAX: (219) 932-4141 . U1fraSTEEt `k Fruming Dietridi UItra STEEL' F raming's 20 DW-6auge E Q Compo site Umittog He ights (1 layer 5115" mIcu 9YPsum +namgualut Member, 5wd 5pacing U 5 sf U240 l/369 l/720 7.5 l/2A0 U? 10 f U120 Li240 U360 t/120 U24o !!? . ?iR.) W12 ` 9 12 S A 5 ' 1 ?5 ln 17 " ! 1 ? - ?E ..?. .. .. .. ..... n.? .... ... ...... ....... 1f,2 USlI . ; .. ?` 15 S a 9 v 5 g . .., _ 9 r ` '? ? 5 14 5 9 5 1 ?l l lt ? v S 8 5 14 ?l 2 ti 9 r ' ?'tM' ?? 0q Sl:d..... _..?r... ,.? ??'?H.....'. 2:)o L?Rf. „ , y;; 141 , 1„ , . =?5; ... „ 9,: ,,, Za 17 7 6 ? ;Z I 10 y 5 98 15 > 15 0 i 10 li k i F 15 ? 1 u 5 r' 302 USIE I!' ' Q" 1`i :0" l l' 14 r 12 ? 24 1 991. : '7 3 9 z 17 15 . ? y ? B 13 F li ? ?? E 1' 5 6 ?e ' . .. ?E 4,00 IJ1TF ._. ......... . ......,.. „ ' . _ . ' ,,B:t 1 17'6" .. 13'$" .... ;1'4" .... i5- 11" .. .. 11",1 ` .. 12' 9'1 1' ., 1 35 z` 10 1 15 ' 1! , 1916, 17 u a, „ r ia ° i< 3o i 2 7 1 2-7 0 215 9 18 17 ? ? ? ?` .. Au:°. - 600 ;;S,t ? :; ? .... ' `' " . 102" ......... 17 ? ?i , 1" ' ...... 7 N" --- - . ti 1 1" _ 5'9. :i3" ' -A., 14 . ' S'i,. ;.. 1 l 24 2 ? S ? Minimum yield strength = 40 ksi kCompasite Iimiting heights 6ased on sin5le layer 518" thick pypsum board tuN Iicight nri"each side Wim scrervs spacad 12" O.G. to framing members per A57PA v 754. Dietrich Ultra STEEt° Framing's 20 DW-Gauge EQ Camposite Limiting Ne igMs (2layers l/z° q1iCK gypsum wauuoaraj- Stud iNem6er Spacing 5 psf 7.5 f (in.) W120 L/240 LI360 U120 LJ240' l ta UZ20 L/240 L/360 15 L1720 L/240 L/360 12 27 i7i i e y5 ?.?? ?u f)>a ii 139 E S ,? J ? '?" ? ??+'' ? ? ? ? ?': t??,?? t?t : 7'? ?6 ?2 i !5« ? .....,..... . . ???';`? ?..... ??` . . ` ? ?_,?' :.:.. . ... ... . ' ...... ; 162 U . . . . :.. ...... .._°... .,. x...:: . c ..:. „ 24 7. 7„ I "G 23' F," .31 9" 16 1.? . z,, ," r S 5 I i R 30 t 15 0 1 n '' . ? ?..._?•?, Y "£rs .._... . . .. . ?. ? .... ?: 250 US f E ..,........ . 24 :....,.,. »' Zi •a 5° .. . .. _ ..u3 1n^ i ......... . , .5 a ....K ..._. i? so'? ?3' z^ {?' ,., R 16 ? 12 24 2 ?.c E E. 2 tb 5 13 , y' 2" c t 11 +p 1 6 90 T '? l k VE ?? ? p?f . .. ..:. i+ tn.. u?7: .... :.. . . ..fU ? s. ..__,. ...,. ....._.. .? ..,. ,.. ... .....- • . . . ... • '-"" . , .. ? ? y ? 7 9?. 2' .9' 9" 14 1; 1; 27 c 2 i' :>^ ' " ` "_ ?a- ? ???? -6 ? 400 USi"E S?a ?'?S ?i.°: 'f? '?"' ?#? ? ?? .?? . ::: ?s .; ??. .._ . .. 1 ........ , ?? . , -• , ' 1 I s jv 7" c, L:' 10 7` 2? ? 2, 11° .Y n, zf; r-. ifl Y q ? lc 31 E 25 7 22 0 27 B 22 U 193 25,27 20 0 17 5 2. 1 7P 17 5 15 60Q i)C`fE ?? ? .ftr r3r:??i $?jr?? ?trk:?'i" '? `.? ?u 5 ??; ?' ?'.S } . . ,?F?,S . . . 'SF? et • . .:??' F4J" ... ?f 1' lhf?...:. S ..::: .. Z . , , ?., ?„ 8';' 21' ?1" ... „ . 18'5., . . . ... .... . . 18'l1' 1=v'5" ,3? 5• 14 4" a, il S.. 24 ? ; Minimum yield strength = 40 ksf 'Composite Iimitiny heigh4s pased on tlwble layer ti2" ttiicM gypsum boarA full I?ht tui sach side w;th suews sparwi 12" O.C. to iratriing membas per ASTM C'54. Dietrich Ultra STEELO Framing's 20 DW-Gauge EQ 4o?os%ummng ne _ igns td laYerb 0,a- UIIwR yFN?III +*¢??wo?ur Spacing 5 sf . . 75.. sE t0 sf ts Stud:Member (in.) . L/120 L/240 L/360 L/120 (:/240 L/360 U120 l/240 L1360 iJ120 U240 1./3b0 12 23 6 20 4 7"3 9 S 17 3 93 16 10 12 13 9 ' " !? A* % ' to: USTF l?x,,, . .. . J . . iiA _..Y? ...... .... -- ..._. :?. :u .. . .: :._ ? ? ... -° _ ?? 17' ??, ,s- Z„ _. ,q: rt?? . ;2? y•? Il ?i 6 1 10 `+ " 113 18 & Y3 14 "t l I 1519' 1Ct l l `t '? {Y ? 1 ri ?? ? : ??' ? ` ?` ?'" : : ? ? 250US1E ?6- ?. ..?? ?.? . . !. '?.:? .. --. ?,t .. :: .::; , „ .:. .r ..,.. , : : .?,.. . ...... 7t;' ' Y" ' S5' lQ" ' f3' S" =3' 1' 12 25' S" 20' 2" ':7' 4' 22 :i" 17' *A ?.? 14' 0" 20' 2" 14' i l° 12 :" 1 3" 1.2 1" ? Q,. 562 USTF ,.tX 24 20, i I„ _, g„ ?2, 9" 17' . 45' IFt.+' I ,' 0" 9! 0" 12, 2, 9, 0,. ,' q.. 12 28' 6" 22' .1" l9, 4" j;? , lit I,3•cr' J';' ;., Z„ 10" 1_7, , j 75, q" lI +n. 4_ 1) g ,. 100 USTc 1iy.. `' ? ?. ?ii? . L-?i Z2 7 ,?' ' f L+ 5 iF3 J ...? .. .... 15S;?. ».__,.. :':2' 4' . .... t3 Y lO' S" iG ':Cr" Q :,' L S" 12 32' 3" ?:i' 7" 22' S' 19' i` 25 i 20' 4" k i' 9'' 7 r 9 l> t 6G0l;STE ?.... '25 . , f??... . --- ...... _., . -?.: • " . . .. ,. 211 1.1' i(] 1 181 11? lf :O° ',3 :F 14? 13.7.. ill y1: Minimum yield strength = 40 icsf ' Composita lirni*.ing heights based on double layer 5/8" ihick g;ipsum 6oard full heighi on each side w,th screws spaced 12" O.C. to framing members pe! ASTM C 754. I'v?r iuiire fnforma[ioa or to amtact a salcs represenlutit e, see Jrrege 3. C ' r=r ? ? z rn ;. m ? ? ? 't! V7 n' a V) C C ? ? 90 O -i5 O ? ? r" ? ? ? 2 m, OQ ? .-r ? 0 ? d r+ o? ? DIETRICN Mc I ai taa.MiNc 31 FORD & ASSQC'IATES A R C N I T E C T S Jtttte'Ci, 1-008 kt3} 1larpham C;tv ot' Dublin ?400 Shicr-Rin;s Road UCIbllFi. Oflt(? 43016-1236 Re: Second F'loor - 5iS0 t3lazer Memorial Parkwav Nusky Energy - Tenxnt Improvements Field Issue - VN'ali Partitioa Framing NIembers L;se Ciroup:_ _B, Su;iUss Con4truction Type: II13 - L'iiprorecte(i Area:.. 8,683 SF Occupant Load: -- _87 (7ccLfpaiita Spriitl.lers Pro%,ideii:__ _Yes (7ear Mr, fiarpharn, We 1iatiw been made a«are that v?all partition ttipe "I)'* IiI15 (>CC'I} IIIiCaIIt(j at rhe prx,)iect SiLe U5i{t? 2'i2"- 20 Ga. metal stud frami.ng members at 24" o.c. in lieu o!`3-5.`8•. deep rneritbers. Ttle ?vaI1 partifiiun, to be ct?iistrucr4c3 are based o« L:24U detlectiun ti+ith a -,:, psf ]aading criteria. Per «ietat stLid manuficturer', recummeiidatiuna, e?e havi irifarF7ied the Contractor of the Eollati4in?? «ic?diEicatiia?i: Ne' 1,,2`' rtietal stti(i (?rarziin-o- meiilbcrs are to bc left in piacc anci a-t_5 des,)ree zzreta! -,tud brx4e i5 t:, he irystalied at, o,- belv??. tfie masirnuili iimiting height cle4ation ( 12'-6' AFF). \ote tlrat tlie additiorlai bracino effectkelv cxtends tlte €tiaximurn height of the ve;tical v?alf franling nrctnbar. See t13c ltttaciied I3ietricli Ntetal Fra»linrr lett.cr aiid Framin?_ cE7arr tor this panicuiar ti•arnirig applic.3ti«i1. Aiso, n<aw the inetak brace nieinbcr uaw-re and fa;wtlzrs aY•e to Pie installeci per Clietricli '4tetal Franun? ?pe?iticati??l7s and t?he 5tee) ?t??d ?'?az?ttfaetr?rer's .?,sociation - SS??iA i'eqti I i'Cillc: tl kS. If you ha,,c aiiFqE.iestioris or furtlier cai3cenns ifl tliis mxtter, piease dt3 not hesitate to ccirztact nie. Ak? z ? D.wr,?ll i':ippa Ford & :1ssr,ciates rlrchitects ? l...l_: ,I! ! .ic : , . ,.- _.; ..Er 3r _ - . -:,. ==,;X _... : ? _?:_ lm. ? ??? ? C70 j?J Q001/001 ? 12198324141 DIETRICH DESIGN GROUP 06/24/2008 08:33 FAR Li D1 E'TRICH 1.1N IETAL IP RAitiA it" ^ 1Mr+rtl+br4gtoa "mtrWs CanVaIsY Customer: Ford & Associates Architeets ATTN: Darrelt Pappa Fax: 614-488-9963 RE: The use of kickers to extended maxirnum height of structural wal{ studs. Rick, The following are Dietrich Design Group, Inc., recommendations for kickers: Placement of kicker on each verticai wall stud at or below maximurn lirniting height of wall stud. 2. Kicker is usuafly placed at a 45-degree angle from vertical wall stud. 3. Lapped to wall stud and attached with self-drilling screws. 4. Connected to roof deck or other structural member with a rigid type clip. Please be aware that there are altemative ways for installing kiclcers, but these may need the consideration of an engineer. If there is any way I can be of #urther assistance in this matter, please do not hesitate to cali. Sinceraly, Dietrich Design Group ? Steven M. Butt Technical Ssrvices Note that this letter may be subject to review and approval of the Engineer of Record andlor Architect. 1414 FJELD ST'RF.ET BUILDIIVG C SUTi'B 1- HAMMOND, INDI.ANA 46320 (219) 853-4474 (800) 873-2443 FAX: (219) 932-4141 UltraSTEEL'e Framing pfetYlCh UIUBSTEEL° Framing's 20 DW-6auge EQ Gomposite Umiting Heigh#s (1 layer 5/8" thidc gypsum waliboard)' 5 St 7,5 s1 10 f 15 s# -5pacing SWdMesnb:er. ;(jn.) L1120 U240 L/360 L/120 U2A0 U360 U120 U340 U360 L/120 U240 L1360 12 A 4 S ' 7 '5 ln 12- ' 1 1 t r 9; , lf2 USTE 74 5 9 911 'S 6 g r 12 21 l b 9 v c S 5.PP 14 5 1 l 2 '6.911 1 ' U 5 1?4?5? 9 5 0 ? .. ? t'.... ?`.... 2`i0 ti S7 E ?` yy ?'- " E 8' 4 i. 126 y y il 9 q 9 z i2 E / 10 5 198 15 5 130 i lU ISfi 1 F, 15 5 ?s fi c?IF ... . , , 3Ei2 USTF 1?+ t? X " 7 ?i" T ? 1? .... . , ,,, , ? , • ,b 11 ' 2 , 4 18 .i' 1:';l" 11":0 15, EO, 11 1G .; 0 'ti ? B l; F 1? T 17 24 1 93 ? 3 G 911 17 3 IS ° ?J J 4ljSTF zq 20' t" l:i 1 ,3' g:? 1-7- 6 13' +' SI1" l.r 30l 2?+J I 4 ??n 11 5 l?? 247 1H6 1`?tl ?1 ??( 1?° f'$ ,00 UIcTE '2,?" 21' 17'A" Jn... 15 5" 10'7" 1! 8, Minimum yield strength = 40 ksi 'Composite limitirtg helghis based on single layer 5f8" thick gypsum board iuN height on each side v+ith slarey+e spaced 12" O.G. to iramny memGers per ASTPA C 754. _. _...... _....??.. ?__....x....?.. Arf nw-Ceuna cn r?.mnnehp I iMitina Heiahts (2 lavers 112" thidc 9YPsum wallboard)' YItlU1W1 VlNa? 7I ba.- . .........s. . __ --- ---a- - - • - TO ?15. ? . 5 a4in8 p 5 Sf 7.5 sf L/24U L/3b4 U12Q i/240 L/360 Sti+d Member in.) L/120 l/240 L/360 U120 L/240 L/360 Ut20 27 71 15? 8" 195 153 u U E >la l 1 39 1? j4 ????p ?? ?" ??..'?l .?E+??... ...??r7??? ...??..?"... .. . ........ : ..".??.?'H... ? ....... 1Tl" . ... ... , t 9 "' ?- G4 77 1 y 'fiq 13 £2 10 t l? 0 7? .i 9 ?? 1' 2: Ti ]f I ?? ' Z? IL ? ? { ..... .; . ....... 250USfE :77 ?. ?i,_.?, . ., . k . .. ... 19 ? . lU' ?.Q 'S S' . 1Ci Q' 3' 7 i:i .? 10 3 _ ? ' , ?? t }1 0 lb 6 t., t 9?) 12 24 2 92 6 6 2 16 5 1S 92 ` ?? 362 I;STE i? ??'i..... ..,. ..... 2q? ... " ' ...,.. ' " ........ ` 2" .,_... .... 12' 4" ;L' 2" 24 1 i 14 12 v 17 5 / 0 14 , 1 r i 71 0 I> R 9 25 7 ls j IG 3 ? ? ??z ??K ? ??? ??'?1 .'??+?t i[ir F?.. 4?71;$TE _ ' " ..... .... - „ , .. ?? . . fl` 5" i 14' t{); ' ,. r i, ' 2 f: i ?? y :' C? I . 10" 2'? ? 2 4. 71 I l 4 :7 lq 10 i 200 17 71 7 ?7 5 15 12 >l ? ZS 2 Lt 0 2T 8 22 U 'y 3 25 2 !STC• fi ? ?" + ??? ` : ?'s' ' t, ?; ... ., . 6k '? , . , !'1" _ 18,5,. 155„ i8'll" 1v5" ':3'5' 144' :=, ??5 1 24 Z?? % 2 Minimum yieid strength = 40 ksf 'ContpOSite Ilrniti% heiyhts based on dwble layer 1:2" thick yyp,wm boarA fuU heiqht an each side w,th saews swtxl 12" O.C. to fr2rning members per ASTM C'S4. ns..a.:..1. uw.?MCC" CmminnM 911 Itlil.A.aun1111 E0 ComnMite Limitina Heiahts (2 IaYers 518" ?ick 9YPSUm walilward)` ....... .... _•-• Stud Member n?'USTE . _Spaang - (in.). 12 ?4 ..... . .. 24 ---- -0 L/720 236 7 5sf LJ240 204 4 ?`?,.'... a 2 L/360 79 ...?'x`_?` U120 ?5 7.5 sf L/24? L/360 1"3 99 U120 G 10 1i '" 10 5f U248 12 L/360 U120 139 is f U24D L/360 ; ......__+ 17 23 6 1 10 88 13 1E3 £ 13 7 'o S 14 1 1'I 150 10 l} " 1t T? ?'? o..? E 250 U Sl :... Z; ?: 2' S5']W . ?G" 13,?:, q 1?? . _ tU'3^ J _ 12 25 201 17 23 li 14 0 0 7 14 1 12 1 I 3 1 ? 0 sTr ?q`?" s?z u 24 20' 1 _? A. 12' a• 17' il' ?2 9' ,i 4' 11 p 9?,. 12.2.? '301. , q.. 17 Jd 6 ]I 1 9 u I'1 13 ? '? 3 (' 1! 1 7S q lT "? 4 1218 TC i ? 1 ?5? ? ??? ?;' ?, i j,? ?? ? ? ?¦ . 1?? ?d" . ... . 'f ?? ?t?;?, . - ,? ??? ?? : ., . . , t3° q?1r'4 ??? ?"' :; .., .. 400 ilS ....... . . .. .... . ' . :. ' . ... ! 5' L?' . .. . ? 8' ?' .i... ,.r <... .. 15 8` . ..... , l Y 4. .... . .. . . , 5 11).. 13. 3.. i Y 5„ 2"0; u 0 ? 8 5" 24 ll 22 7 31 5 : 8 5 77/ 72 5 78 1 25 20 4 I i G / ?`7 15 { USVE O 1? 1?* 6W ..... ?? , , ?, , , ,?a• r? 21, ?i? 1 k3, io" f ??, ?.s' 24 ? 76 ? , Minimum yield strength = 40 ksi ' Camposite lirni*.ing heighis hased on double layer 518" thick gypsum baard full heighi on each side +xih suews spaced 12" O.C. to framing mam4ers pe! ASTM C 754. for more fxfornratioa rulo cuntacf a saYes represealutitc, see (xoge J. u DlE1'RICH M E i R i f Il A M I N G ALY?rtr ? aln,:u.h..s...-1pcn1 31 Mike Henestofel From: Darrell Pappa [dpappa@fordarchitects.com] Sent: Wednesday, June 25, 2008 7:59 AM To; Mike Henestofel Subject: RE: Husky Attachments: Dietrich.PDF Mike, Here's another possible option for the partition framing issue... I spoke with Dietrich Metal Framing and they suggested that kicker braces (45 degree angles) may be installed at each 2 1/2" metal stud in place (24" o.c.). This may be installed in lieu of adding another metal stud framing member. Note the kicker attachment must be placed on the metal vertical stud at or below the maximum limiting height for the stud wall framing. I have attached the Dietrich Ultra-steel chart for a 20 Ga wall with 5/8" gypsum board sheathing to one side with 5psf and deflection of L/240. Note the filed inspector may require the attachments to be inspected/ verified they comply with SSMA specifications. Please review the attached and let me know if you need anything else concerning this issue. Thank you. Darrell Pappa 614.488.6252 dpappa(a)fordarchitects.com Ford & Associates A R C H I T E C T 5 GENERAL USE DISCLAIMER FOR ELECTRONIC FILES/DOCUMENTS: Any electronic files/documents prepared by FORD & ASSOCIATES ARCHITECTS, INC. or others have been forwarded as a courtesy and convenience to any and all recipients. FORD & ASSOCIATES ARCHITECTS, INC. does not warrant the accuracy or completeness of the furnished electronic files and assumes no responsibility or liability for any use, distribution or redistribution of same by others. Furthermore, any and all recipients hereby agree to defend, indemnify and hold harmless FORD & ASSOCIATES ARCHITECTS, INC., its officers, directors, employees, agents and sub-consultants (collectively, FORD & ASSOCIATES ARCHITECTS, INC. severally and jointly, against all claims, damages, liabilities or costs (including without limitation, reasonable legal fees and expenses), arising out of or in connection with any and all recipients use in any manner whatsoever of these electronic files. OWNERSHIP OF DOCUMENTS: FORD & ASSOCIATES ARCHITECTS, INC. shall maintain the ownership of all transmitted documents. The recipient shall be entitled to use these materials for this specific project only and these documents shall not be re-used or distributed without the written consent of the Architect. The re-use of these documents either hard copy or electronic for any other project by the recipient is strictly prohibited. The recipient recognizes that the instruments of service shall not be reused for additions, modifications or renovations on this Project without the evaluation of the documents in relation to applicable codes and standards by a legally competent agent of the recipient. In return for the Architect's release of use of the instruments of service, the Owner agrees to waive any claim against the Architect and consultants to the Architect and defend, indemnify and hold the Architect and consultants to the Architect harmless from any claim or liability for injury or loss allegedly arising f rom reuse of the Architect's and consultant's to the Architect design or instruments of service. I CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * inspection Line: (614) 410-4680 Suppiement to Walk Through Plan Approval Application Date: 6/3/2008 Application Number: 08 - 200543 Property Address: 5550 PAUL BLAZER PKY Project Description: HUSKY ENERGY 2ND FLOOR THIS IS NOT A BUILDING PERMIT. IT IS A SUPPLEMENT TO OUR REVIEW OF DOCUMENTS SUBMlTTED WITH YOUR APPLICATION FOR A BUILDING PERMIT This SUPPLEMENT TO THE PLAN APPROVAL is issued by the City of Dublin, Division of Building Standards. Listed below are items which may not appear in the construction documents, but which are not considered to constitute a hazard serious enough to warrant withholding Plan Approval. The fo/%wing items are conditions of the issuance ofthe P/anApprova/, when app/icable.- Item 1. OBC. 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the the building official or the building official's designated representative. Item 2. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 3. OBC. 106.4 Amended construction documents. If substantive changes to the building are contempiated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The Building official may waive this requirement in the instance of an emergency repair or similar instance. Item 4. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This inc/udes frestopping and draftstopping IChapter 7 OBfJ, mechanica/ wont piping, ducis and systems (Chapter 3 OMCJ, structura/members and connections /Chapter 16, OBC/, and e%trica/ work /Chapter 27 OBC/. Existing e%trical conductors, ifremoved, abandoned, or a/tered, sha//be accomp/ished to the e%trica/ fie/d inspector's appro va/. E/ectrica/ work found not to meet the code's standards sha// be corrected to the e%trical fie/d inspector's approva/. A// systeins and e%ments covered by code are to be inspected and approved before being covered. Page 1 of 2 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 1ui5 ough Notice of Review Fire Zoning (This is s not a building permit) Application Date: 6/3/2008 Application Number: 08 - 200543 Property Address: 5550 PAUL BLAZER PKY Project Description: HUSKY ENERGY 2ND FLOOR Fire Alarm Application No.: l? -70047f `''tF5 Fire Suppression Application No.: 08 -? 2 v0 ss 3 Sprinkler System Required: Y45. Special Hazard Classification: Square Footage: ? ?83 Construction Type: Result of review: Approved System Demand: Occupancy Load: C.Jr-b " 0 0470,6?6,oe Use Group: ?•????? Submit signed changes/revisions prior to: Disapproved, reschedule walk through with revised documents Disapproved, resubmit under the regular permit process The following items must be addressed: 4. 5. 6. 7. 8. Re, 1. Field verify existing, additions and changes to horn/strobe location and actuation 2. Field verify emergency egress and exit lighting 3. All fire protection systems require a separate permit , CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 WaIk Through Notice of ew Building Fire ??u ??in (This is not a building permit) Application Date: 6/3/2008 Application Number: 08 - 200543 Properry Address: 5550 PAUL BLAZER PKY Project Description: HUSKY ENERGY 2ND FLOOR Fire Alarm Application No.: Fire Suppression Application No.: Sprinkler System Required: Special Hazard Classification: Square Footage: Construction Type: Result of plan review: X,Approved System Demand: Occupancy Load: Use Group: Submit signed changes/revisions prior to: Disapproved, reschedule walk through with revised documents Disapproved, resubmit under the regular permit process The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation 2. Field verify emergency egress and exit lighting 3. All fire protection systems require a separate permit 4. 5. gr_reen All Service Struczt?res & Mechanscal Units G. __ . 7 CALL PLANNING DIVISiOiV s. Re, CIIT OF DL'?T-Dv., Lana use ana Lonp Ranpe Manninp 5800 SFiier-R'rps Rocd Dublin. Ohio 43016-1236 Phone/ TDD: 61I-410-4600 Frnc 611-41 W747 Web Sfle: www.dubin.oh.us CERTIFICATE OF ZONING PLAN APPROV?L APPLlCATION#QPj -9!409 17;f '?F_ DATE ISSElEE3 NAM ?F/.BUS,N?SS/ FA IL(TY (tF APPLICABLE? W?& W?u?~ ?'?/.,Y?, ?? 1?' II/ ADDRESS OF SUBJEC B P? TM f'? °? tJ!/jTi? N OFAU RIZ GE CANTl PHOPfE L ADDR SS O'F IiPPUCANT/ A ORtZE NT f' • (!` 3Z jZ NAME OF PRO R R n?, l jia E ?? -3 2 PLEASE DESCRIBE IN LAYMAhi'S TE S'Pl1E l8TI1VG AND PROPQSED USE(S) OF ALL PAR'FS OF THE l.AND QND/OR BllILDlNGS_ IF A CHANGE OF USE IS PROPOSED, PLEASE EXPLAIN. (IE, RETAIL SPAC- ?T,O/ ?MEDICAL OFFICE S ACE, ETC.) f? ?. ? ? . ??IV / ? ?K 1?IAO PLE i?l1BMtTTHE FOLLOWING: /ONE (i) ORIGINAL. SiGNED APPLiCATiON ONE (i) COPY OF A SCALED Sf7E PLAN DRAWFI [F! iNK indicating ail current and proposed land uses, structures, and other site improvements. Additionai documentation may be required for various types of projects. Partiaf or incomplete appiications and drawings cannot be processed and will be retarned to the applicant by maii. APPLICATURE: DaTE/?? I FOR OFFICE USE ONlY CASE NUMBER D1,'i'E CASE NUM3ER ESATE CASE NtUtJf6ER DATE P10TES: Screen Ali Service Strucfures & Mechanicai Units PER CIlY CODE - - - CA{.L PLAPINING DIVISI4N ? ZONING INSPECTtON REQUtRED UPON COfUPLETION? YES /Na/ If yes, please call 614-410-4680 to schedule an inspectior.. A Gerti??? Zoning Compiiance wili be issued 2fter the work is inspected and approved by Land Use and Long Range Pianning. _ ? APPROVED ?+Q??«n ac ntn Fy This Certificate of Zoning Pian Approval is issued for, ano in reference to the property and use described above, and as approved by ihe City ? ' Administrator or designee, or the City Councii: 8aard of Zoning Appeals, Planning & Zoning Commission, or the Architecturai Review Soard as ? appropriate. ? ? DtSAP OVED S N BY: DATe: ? CERTIFfCA i E OF ZONING PLAN F.PPPOVAL 31i 0/2005 ~ ~ ~ N J J.8 K ~.8 K NEIU AIR DEVECE r0 SIJI? r~w Roor~ ~aYOUr. exr~ 8"0 TO EXI9TING XONE MAIN NU,4C Sp~CI~IC,4~'IONS: u ~ Dl1Gt, l71'PICAL) i coNr~cro~ ro v~Ri~ sir~ ~i~~p co~nitio~s ~oR ro LAYOU? OF NIS U10RK. ,41R q~YIC~ I.OCArI0N8 ~FIAI.L BE CdOf~DINA1'Eq WItN f~EFLEC?Eq CEILING pLAN. ~4 ON ~801T 2 ALL 1U01~C SNALL BE IN CONFORMQNCE lUl1'H rNE 2f~01 EDIi'ION OF '?~I(~ "i(~ rNE OPC, ?NE OMC AND ?NE I~Q611REM~N1'8 OF Du6LIN, OHIO. CON?RAC?A„ R d; _ l SNALI. 8~C11R~ AI.I. I~QUIf~q PEI~1'11tS ANq IN6P~G?IONB, ANq „ 200 200 p~ ~ PAY ANY ~EES INYOLV~D. 115 ~ -I( ~ -A~1 200 2~ ~ 100 _ 2@0 200 ~-r'' 3 qUCTlUORK 5Na1.L BE CsALv~IIT~D 9NEETM~TAL CON81RUCrED IN ACCOI~qANG~ WI1'N SMACNA A1Jq ,4~NRAE 9?ANqARDB. ~ ~ii ' ~i ~~i ' u ii - Z DfM~N810NS 31a011~1 ON PLdNB di~ CL~AR AI~LOIU DIM~N810N3. ~ M N IE~I~IID d~ ~~A~'1~ I I I ISfi C~ ON RU 10 ~ M EtIN R00 ' ~ qUC? IN~IJLA?fON 13 N0T REQ6lRED Q3 CEILINCs 9PACE 18 A 1~1~~1 ~k, ~ 3 ai~ p~~u~. ~ , ~~z t R AI 0 ~ OFfICE ~II . FINA~I. COrWECTION ?0 ,41R q~VIC~9 MAY 8E MQpE WITN ~ PRIv,4GY r~~ 2~2 A_I(J A-~ MAXIMUM 6' LONCs IN~IJLATED CLA53 I FLEX. AIR DIJC?. 100 4 p120VIpE MANl1Al. BALa1JGING pAMt'EI~S Ar ~1.L TAKEOFFS. 2~3 IZI ~ ~ ~ ~ ~ PROYIq~ P~20v10~ SPIN•IN FIT?IN~sS. ~AI. ALL pUC? JOINrS ~ .~1B1 g--€ •R~? ~-1 . WI1'N qIJC? ~AJ.ANr. ~ 5 HY,4C EQUIPMEN? 3HaLL BE a8 SCNEDULED. ~g~ - ; L? ; . IN9?ALL IN 8?RICT ACGORpANCE llll?N MFR'S ggq~~g~,~.~~ 125 p? INBTi~JCrfONS. Y~RI~Y ~I.~CrRIC WItN NAMEpLAt~ RA?INCs~. 1 ~1s ~ ~ b p120VIqE T~8T,4Np 8QL,4NCINCs OF ~AGH N~UJ OR 12EVI5EG' R~C~PtI N 10"1 125 - - I~~ 3Y8rEM IN ACCORqANC~ WI1N AA6C, NEE6 OR ASNR4E ~~~~,~3 200 I ; 0 ~ ~ ~~I 91'ANDaRDS. (MAY 8~ DONE 6Y TN~ GGNTRACTOIZ ~ m ~ ~ M 15~ -Ip~( 1 PROVIp~ INSTRUCtfoN oF t~NANt'S P~RSOrAl~L QN ~,C,~N A t} C H I T~E C T$ 15fd 8Y81'~M, AND 1 C01'IE8 OF MFR'3 SNOP DRAIUING3 AND E~tINCs ROOM ~-2 2 OpEf~,4?IGN ,4Nq MAINtENANCE MANUALS. ~ ~ ; ~ ~ ~ ~ ' ' ; ~ I ; , , 180 OFFIC~ ' S ALL FIELq IN3?ALLEq I'OWER AND CONIROL WIRINCs SNALL ~ : ~ , , : ~ ; ` ~-z . 213 ~ ~ v BE fN ACCORDANCE lU~?N NFpq lfd-2005, NArIGNAL ELEC?RIC ~ ) _ ~ ~ 180 250 ~ lZ? 150 150 ~ 9 R~V EW LOCA?IONS OF ac18rIN~ N~A? PlP1p t?~Ef~108TAT9 tUItH 215 125 ?ENANT ANq pl1IC~ CONgTI~GTION. RELOCAT~ TO ~111T 1'ENAN? E,'i xi yg ' ~ ~ ~ ~ - - R~QUI(~'1~Ntg. ~ ~ 80 215 1Z5 i i ii nK , FIL~ ROOM cti N ` ~ , i ~ 204 ?NIS ROOM IS ON A ' ~ t0 ~ qEDICA1~p NEQT PuMp „ ; IRJI? 1EX15rINCs) AIR DEYICES IN OPEN 1I~N1'II.ATION REQUI~"IENt3• ~ ~ ~ i; ~ ~ -~Il 1 NO CNANC~~ IN OCCUpANGY OR V~NTILA?IOhL , ~ OFFICE ,4REA ARE Ek18rING ~ ` ' ' ~ 15m AND SHALL REMAIN, 15m IWRK IS LIMITED TO AREA i~aRRlaNC,EMEN1' QNp IN9?I+I,LA1'ION OF MOqULA~R OFFIC~ l1Nl?8, - ~ VENTILATION aIR 15 I'~OVIqEp BY EXI9?INCs ~ ~ G~NTRAI. 5Y8?~MB. ; •~?(L ~q I~~ OPEN OFFI E 215 ~ 211 ~ a o~ EE/COPl' I I ~ 726 AIR DEVICE SCHEDULE cE~: °"S~"~ ! a (R): RELOCATED ~ ~ , , r D"2f R) ~ 115 150 .~1 j , ~ MARK TYPE MATERIAL FINISH NOTES MANUFACTURER & MODEL ' ' i , ~ u U~ I D-1 SUPPLY AIR STEEL WHITE 1, 2, 5 TITUS T-N-SLOT, 8"0 y' s ~ ~ ~ F. ~ 0- 2 S U P P L Y N R STEEL WIiITE 1, 2, 4 TINS 24x24 TMS, 8"0 i~~ ~ii AIR p~YICE IN R-1 EXHAUST AIR STEEL WHITE 1, 2 TITUS 50R-24x10 ~ ~ ~xiari~ ~ocarior~ R-2 RETURN NR STEEL WHITE 1 2 TITUS SOR-24x24 f r ~ DAtA (?YI'ICALI NOTES: . , ~ 224 1. NOISE CRITERIA NOT TO EXCEED 25, PROVIDE O,B, DAMPERS. I ~ ~ 150 •,~I 1 2, IAY-IN BORDER ~ tC 150 3. SURFACE MOUNTED, WITH BEVEI FRAME FOR DIFFUSERS, FlATE FRAME FOR REGISTERS. ~ 4. ALL NR DEVICES ARE 4 WAY THROW, UNLESS NOTED OTHERWISE. ~ p~ 5. 48" T-BAR D~FFUSER, WIiH NOTCH FOR CROSS TEE, W/DAMPER & PLENUM, ~~i~ ~ ~ EXISTING BUILDING STANDARD AIR DEVICES MAY BE REUSED, AT THE CONTRACTOR'S OPT10N. ~ .o ~o ~ ~ N ~ 1 ' c+ Q ~ - ~ ~xisrir~ a,i~ aev~ce NY,4C ~QU IPM~NI' L f 5T: ~ ~ ~~ocaTea ro suir ~ ~ ~ ~ p.~ N~w wa~~ ~aYOUr ,~.i; i ~ ' , ~ u I 2~0 200 (?YPICAL) MIt~11~ISNl qIiCTL~~ 51~.1? 5Y9TEM, ~ ~ ~ = NOMINAL C,4PAGI?Y: I•Il210N, MOqEL pKA.AIBFAL,133 SE~~, ,4UD I t ROOM IC~ 214 WITN6,4MP 9ERVI E LIN~ ~FROM 2CONp. UNIr t FANCOIL ~WTR CONN~G1'IDN 18 ?0 CONq~NSING ldJl? ~ _ I - 6.2 ~ p-? 15@ ~ coD~D Not~S: ~ h I DUCTLE53 SPl.lr 3Y8?EM A!C UNIT WI?N CONDENSINCs l1Nlt LOCATEp v ~ ~-1 OFFIGE .p~ ABOYE CEILINC~ ON WJCsL~ FIZAME.1510N NOMINAI. CAPACI?Y,10811. ~ 215 ~om 15 Cs ON RL! fil0 ~ 400 ~Xi'END REFRIG~RAN? 11NE9 I'~R MFR'S INSIRUCI'IONS. GOPAJECi' FULL ~.C 81XE CONpENBA?E DR41N ?0 CEN?RAL pR,41N LINE A~OVE GEILINCs. j R AI COORqINAT~ ~XACr LOCA?ION WI1'N t~NaNT'9 AAtA ~GI~IPM~N? ~ a'' S O LAY011Y. aPPF~OYAL BY 1~NAN? (~GBJIREq. ~ O .2 _ C ~ ~~IVGfV~L N~ I G5: ~ w ~ ~ ~y A. Ai~A 18 CONpI?ION~p 6Y ~XI9?ING WA?~R SOURG~ N~A? i~1MP IAlIT9 Q I~ StORAG LOCATED a8011~ LAYfN CEILING3, EACN NEA? PIJMP lJNlr I~A3 ~ C / O~~I ~ X I S? I N C s P L E M, I M M O I C~ I I' E D f~ E I U i~ N A I R S M q C~ D E?~ C T O R ? N A T 1 9 A e' ~ -~r 216 p.~ pA~'i OF ?N~ 6lJILpING Fil~ ALa1~15Y81'EM, ?0 t~20vIqE IAIIT C ~or~ Z00 81~1?q011~N ANp BI11~qINCs ALA~1"I. ~ OF~I ~ 2 ~ III ~ ~ a ~ ~ ~ N~ ~ a~~ r~w Ai~ p~,nc~s ~ ' 9 ro ae caa~cr~~ ~uir~ F ~Q - . uew 8~~o r~o~s F~oM ~ O,r V~ Z~ I MAIN3 51-IOI~N WI1'N MBq At ~ ` ~ ~0 L4ICEOFF. ~ ~ ~ CEII.ING SPAGE 15 lJSEq y ~ Q3 A RE~lI~N AIR PLENl~1, tV ALL MAi'ERIAL9 TO BE 15/50 ~ ~ FLAME/5h10KE RA?ED PER COqE. ~ 4 ~ ~~J. ~ AI~~'~f ~ IN~' n SGAI.C: I/8" = I~-0° ~ '~^•.7.~~ ~w'WWRY~W7Yq~ ~I[ID1~fl~ ~ ~ FOUR STAR MECHANICAi,, INC. 4121 'PONYA TRAIL 'ax HAMlL'PON, OHIO 45011 ~513031-100~ , P. jE °F'' Michael T. Collins, P.E. C-3~,,. m ~ Consulting Engineer s9180 Hawthorne Point ° • ~ Westerville, Ohio 43082 •:,s1a;.'~ ~I~ ]RAA Jo6Mmmbeu: 0 ~ (614)898-0132 Fax (614)898-0134 08115.0(} V~ -i ^ ~ ~ EXISTING BIKE RACKS REQUIRED VISIBILITY TR[ANGLE (CONSTRUCTED WITH PHASE HEIGHT RESTRICTION - 3' MAX ] P ~ ' \ W ~ ~ ~ L ON REQUIRED VISIB[L[TY TRIANGLE HEAVY LIGHT O~ 1 ~ o~ HEIGHT RESTR[CTION - 3` MAX Q= ~ Q- PA VEMENT DUTY ourY coNC. 1~ P R = 159 R = 265' 265' 108' Ch = DESIGN SECTION ' ' ~ Ch = i ~ Par center A venue ( 60 R/W I El(ISTING ~ 36' PAVEMENT B/C TO B/C1 #2 BASE AGGREGATE 6" 4" - o C 2a2. a5' ~ 304 BASE AGGREGATE 2" 2" - ~ 3° 57733 34'27"E - 581.94' I 402 ASPHALT CONCRETE~ AC-2 „ „ ~ o~ [NTERMED[ATE COURSE 2~ ~ -ti N I ~ SIDEWALK EASEMENT EXISTING R/W ~ PROPOSED 5' PROPOSED 5' ~ R INSTR:199812210328204 CONCRETE WALK CONCRETE WALK 1 ,R SS, R o 404 ASPHALT CONCRETE, AC-2 _ ~ v~ 55 R ~ . . . SURFACE COURSE . . . . . . ~ ~P . ' 499 CLASS C „ ~ ~ ro 5'R m 2 N p~ J PORTLAND CONCRETE 8 V ~ ~ V C WQ ~ ' a TOTALS 12" g" g„ ~ t p iIl 3 W rn~ rn ~ I ~ ~W I- d p~ N ~f1 N (n W NOTE: ~ O~ >'G P P ~ O Z ALL RAD11 ARE TO FACE OF CURB. SEE LANDSCAPE PLAN ~ ~ ~ ~ o SIDEWALK EASEMENT ALL DIMENSIONS ARE FACE Of CURB TO FACE OF CURB. TRUCTURAL DRAWI G ~ ~ ~ 1NSTR:199812210328204 d S ALL CURBS ARE 0.5' THICK. FOR PLAZA AND POND DETAILS. ~ REOUIRED VISIBILITY TRIANGLE HANDICAP RAMP ~ ~ ~ 4.5'R ' HE[CHT RESTRICTION - 3' MAX (TYPICAU ~ ~ P ~ ~ ~ ~ N ~ ~ UILDING 0 N 115.00'x235.00' 0 12'x50' LOADING SPACE HEIGHT: 46.67` ~ . ~ PROPOSED USEAGE: 9 117' 9' 108' N 9' N ti P OFFICE BUILDING ~ 73, 701 sf ~ ~ ~n ~ S I TE DE VEL OPMEN T DA TA 3 6 0 PAUL G. ' ~ ~ 50 ~ P ~ ~ ~ ~ ~ LAZER MEMORIA 9~~ 5'R DESCRIPTION UNIT TOTAL ~ PARKWAY ~ ~ Y > ~ 3~ ~ 12 DEVELOPMENT AREA SF 508~345 ~ ~ P OPOSED , , ~ M POND PROPOSED 16 x25 ~ m COOLING TOWER 117' g' 22' 9' Sq' 15.45 a ENCLOSURE, SEE 7'R ~ ~ DEVELOPMENT AREA AC 11.67 ~ ~ ' R SE ARCHITECTURE ~ N N N P P N ESERVED UAN ~ PLANS fOR DETA[~ Q P S ~ ~ ~ `Z , SE a , ~ PARKING CCESSIBL BUILDING GROSS AREA SF 163~380 ~ N ~ P S 2 ~ 5 R ~P ~ ~ ~ ' ~ P N ~ SITE DENSITY SF/AC14,000.00 Q ~ „ o B KE P TH EASEMENT , ~ ~ 1 S T R: 9 9 8 1 2 2 1 0 3 2 2 4 ~ , ~ ~ ~ ~ GREENSPACE AREA (SITEI SF 159~824 ~ ~ ~ ~ m~ B, 2 117 P ~ U I' M N P ~ Q GREENSPACE ~ (SITE) ~ 31.44 ~ ~ ~ 117' i ~ 8. 2 ,R ~ ~ ro > u~i ~ S Q- ~ 5, R R ~ h•s 3 a N ~ [MPERVIOUS AREA (SITE) SF 348,521 J o w v 0. s ' ~ W ~ 6.75~R .75' h~ - • ~ m v D ~ o W.. F- 24' s- N ~ ~ . COLORS [MPERVIDUS ~ (SITE) % 68.56 ~ ~ LETTERS d BORDER = BLUE [MPERVIOUS BUILDING AREA SF 79,411 Q O ~ p ° a~ 26' ~ 5' CONC. WALK (TYPI R ~ ~ CmQ ~ i~ w ~ 5' R 5' R WHITE SYMBOL ON BLUE BACKGRDUND J ~ !1~ F . Q,; 2 Q I N wZ Nl SIGN BACKGROUND = WHITE IMPERVIOUS BUILD[NG y SF 15.62 ~ ~ o 0 ~ Wa 54. ' 1 n 1 , ~ ,~N . 0 T 8 0~} 4= 2 QW COLORS IMPERVIOUS PpVEMENT AREA SF 269,110 ~,~n ~ W ~ BA K 0~R ~ R= ~ R s- s Z a ~l ~ a m~ O f ~ ~ 8 L= ~ , p C LETTERS 8~ BORDER = BLUE ~ ~ ~ I y m~ o g ~ ~ ~ , q~ , z~ ~ , 1 s ONE-REFLECTORIZED IMPERVIOUS PAVEMENT q % 52.94 ~ ~ O SIGN BACKGROUND = WHITE, ~ M \ S~R ~ Z ~ M n~' ~m ~ ~ ~ C~ REFLECTORIZED INTERIOR GREENSPACE AREA SF 33~273 ' V 0 O lfl N - N n\ ~ P INTERIOR GREENSPACE y % 12.36 ~ ~ ~ Q ~ ~ ~ ',s '0 z ~ Q J ~ ~ r. \ Z U Q F (y~ f ~ ~ ~ w m ~ ~ `V W m Z ~ ~ ? 1 ~ ~ X N a' o v~ 1A2 s ~ u ryL~ W PERIMETER GREENSPACE SF 126,551 ~ I,I ~ ~ ~ ~1 \ a N ~ P `Q, Q Z~ll N . REQUIRED PARKING SPACES: I ~ ~ ~ J~ ~ ~ N ° ~ d ~ 6''-3"x1~" STEEL "U" . _ (PER C[TY OF DUBL[N CODE) I~ POST DRIVEN BELOW (n Q J ~ " ~ ~ ~ 0 0 x ~ d ~ ~ W GRADE AT 2'-6" ~ HANDICAPPED SPACES EA 13 " J ° PP 2 ~ 9 ~ s ~ J ~ a , G 5 ,R5 - ,~g.~' i R P~tN STANDARD SPACES EA 654 ~ ~ ~ ~ .5'R ' ~ 9 ~ ;~5~ ~ 2 s_ PROPOSED PARK[NG SPACES: ~ ~ _ 12 AA P~ ~ 5' 6' R 5A s- P~ s_ , PROPOSED DUMPSTER ENCLOSURE ~ 3S 8~R 'l ~ Q 1 5 _ AND PAD~ SEE ARCHITECTURAL HANDICAPPED SPACES EA 13 ~ ~J ° b R ~ S SS1~ ~E P1' S' T ACK PLANS FOR DETAILS. STANDARD SPACES EA 695 ~ v G~ PP FZ~ 0 URB _ Q pG P S ~Q 's ~P~ l~P `A4 ~ ~ ~ ~ VV 1~P~ ~ ~ 9 EXISTING ZON[NG: PCD J ~ ~ ~ ~ ~ P G , s ~ j~ p0 .~Q ~ q5 NA ND I CA PPED PA RK I NG TAX PARCEL J ' ~ L 9, , lj 5 ,R s 22 R • Q ~ 26 33 . P 0 - G `1 ~ p ~ A9. pt~ RA ~ ~ 0 . pG R 1~ U 1~ SE G pP ~R R P P ~ 1~ (,N ~ ZN Z~ 5 m S I GN D E TA I L TOTAL SITE ACREAGE = 11,67 ACRES Q ARE ~ N O 1~E1 5~~ ~,Pa~ -NO SCLAE- ~ OQ~ g sk - ' s_ a ~ Q R F 1 G E 6 ~ 9 ~ 4_ pF ag, g ~ R - NOTE: ~ ~ 6~R h = DRIVEWAYS SHALL BE CONSTRUCTED AS PER CITY OF DUBLIN O STANDARD DETAIL DRAWING 603.1-96 AND WILL REQUIRE 's ~ _ 1~~~ ,~qA ~ ~ ? R [NSPECTION BY THE CITY OF DUBLIN. I n ~ ~ G~SS P P~~ s 12 CURBING AT ENTRANCES BETWEEN THE EX[STING CURB AND ~ 2 9 ~ ~1 P~ PQ S ~0 - 1 ~s s .~P ~~1C ~ REQUIRED VISIBILITY TRIANGLE THE EX[STING R[GHT-OF-WAY SHALL BE POURED ]NTEGRAL ~ 0, 9 ~A 's_ - ~,P , 5 - , HEIGHT RESTR[CTIDN - 3 MAX WITH THE CONCRETE DR[VEWAY APPROACHES. ~ •s 9 9 ~ ~ ,l~j y 1 OWNER SHALL COORDINATE LOCATION OF PROPOSED BUS n ~ 0 9 9~ r~- 2 ~ g9 - ~s_ ~ S'` •s STOP WITH COTA. ~ ~ 9 ~ y 0' ~ s- P~E a_ ~Q F ~~g s- 's ~ ~s ~ A OF G 30' MIN]MUM TO R/W FROM BACK OF CURB ON ' o ~ ~ ~ 9 1 ~ 2 ~ y' ~ PARK CENTER AVENUE ~ ' 's ~ 69'~ ° ~ _ s_ ~ s ~ 31.5' MINIMUM TO R/W a ~ z FROM BACK OF CURB ON s 3, O° a o , _ > sR R , 02 BRADENTON AVENUE. 32 ~ 63 c~_ , e .21 ~ ~ 2 0 6 ~ ? 9~ ' JQ 1,~~1 ~u~ ~m 31.5' MIN[MUM TO R/W FROM BACK OF CURB ON EXTRUDED CONCRETE CURB TO B y BLAZER PARKWAY d ~ G~g ~ s_ to 0~~ z m F _ ~ ~~c ~ o 6 ~ ~P~~, ~e ~~~5 Zm USED FOR ALL CURBING OUTSIDE ~ _ - a pN~~ ~ ~ ea~~ ~ OF THE EX[STING RIGHT-OF-WAY. I 4- Z ~ G 30 R = - 5 I~ ~ ~ g' e I~ PROPOSED GROUND REVISIONS Ch = 9 ~ q 9 ~ , 96,3 1.OOX MIN ~ " g 1 5 s ~ ~ A,~vl ' I ~A F A _ 3jI6A2 519 , ~ 5 ~ ~ ~ 5~ " CONTROL 9 CONTROL JOINT CONCRETE WALK ]TEM 404 ~ [TEM 608 [TEM 402 B[KE PATH EASEMEN PAVEMENT [NSTR: # ~ ITEM 304 HANDICAP 1•00~ MIN ~ Q 1TEM #2 Q = PARKING S[GN N R= Ch = ` axq-w~.qxw~.4 WWF EXTRUDED CONCRETE CURB DETA I~ 5' 8' S' 8` 8' 8' 9' q» -NOT TO SCALE- (TYPI 4~~ ~ ~ ~ ~ ITEM 404 4" DEEP AGGREGATE BASE JOB N0. 1206 56~28 20 W - 7.50 ITEM 402 DRAWN BY DFB ITEM 304 1TEM #2 DESIGN BY TMC ~ a ri rRR ~ I~/41 ll T4 l I~~ T 4 l I CHECKED BY NSE V VI IU lif II/1L1 \ VL I/ 1 1 SHEE T -NOT TO SCALE- PARK I NG DE TA IL -NOT TO SCALE- 3 PROFESSIONAL ENGINEER N0. 54298 DATE OF 8 a f1 ~ N ~ c4 ~ C L ~ ~ U ~ C ..p ~ ,O N N N O N N U ~ ~ , ~ ~ ~ N cV _w M _ . r 0 N W N ~ ~ . i 100 w Su te r P rk a Blaze a 00 56 , , hio 43017 Dublin ~ , 4. 2.6000 . 1 93 6 Phone ~ ~ ~ C ~ 4. 32.6290 61 9 Fax. . ~ ~ . ~ ~ 3 ~ . ; N d o a m . ccessi i i ~ , v~ w n rm ~on. enera ons ruc ~on o es ~ibility Information: List of Drawings: r c ~rec o. o e e e o a oe BUILDING CODE OHIO BUILDING CODE OBC - 20D7 1. THE USE OF THESE ~OCUMENTS IS RESTRICTE~ TO THE ORIGINIAL SITE FOR 1. ACCESS TO THESE FACILITIES SI l ) fHESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCES. COVER SHEET WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, p, THE SLOPE OF PUBLIC WALKS SI MECHANICAL CODE OHIO MECHANICAL CODE (OMC) -2007 (WHOLE OR IN PAR~ FOR ANY OTHER PURPOSE IS PROHIBITED. FORD & )F PUBLIC WALKS SHALL NOT EXCEED MAX. CROSS SLOPE 2%. ~Qr ' RSSOCIATES ARCHITECTS, INC. RETAINS ALL RIGHTS OF ONMERtSHIP. 3. WALKING SIJRfACES SLOPING G ' ~~~tr~f 3~ OD 0 C -20D7 . 1~+ PLUMBING CODE OHIO PLUMBING C E P i a RfACES SLOPING GREATER THAN 2% SHALL BE SLIP RESISTANT. ARCHITECTURAL DRAWINGS REVISION DATE Q~ ~ I OD OHIO BUILDING CODE OBC CHAPTER 27 -2D01 z• THE A I.A. DOCUMENT A201-1997, GENERAL CON~ITIONS OF THE CONTRACT FOR 4. PROVIDE A 60' X 6D' MIN. LANDIN ELECTR CAL C E ~ CONSTRUCTION, SHALL APPLY TO THE PROJECT. A COPY OF TH~ GENERAL 1MDTH IN DIRECTION OF TRAVEL 0" X 6D' MIN. LANDING ON STRIKE SIDE OF DOOR VJITH 44' MIN. TA-1.1 TENANT FLOOR PLAN AND NOTES JUNE 4, 20D8 ~~O`~ IECTION OF TRAVEL. TA-2.1 TENANT REFLECTED CEILING PLAN JUNE 4, 20D8 H I T E C T S FIRE PROTECTIpN CODE OHIO FIRE CODE (OFC) -2005 (NFPA 13, 2002) CONDITIONS IS AVAILABLE AT THE OFFICES OF FORD & ASSOCINTES ARCHITECTS, A R C INC. 5. WALKS SHALL EXTEND 24" TO Th L EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF DOOR OR TA•3.1 GENERAL NOTES, FINISH AND PARTITION SCHEDULES 8 DETAILS JUNE 4, 20D8 ~Q ~ _ 3. THE CONTRACTOR AND SUB-CONTRACrORS SHALL BE SOLELY FtESPONSIBLE FOR GATE THAT SWINGS TOWARD TH ~WINGS TOWARD THE WALK. TA 4.1 ~OOR AND HARDWARE SCHEDULES, DETAILS, COFFEE / COPY ROOM PLAN & ELEVATIONS JUNE 4, 2008 , Q n p COMPLYING 1MTH ALL FEDER,4L, STATE, ANO LOCAL SAFETY REQUIREMENTS 6. EVERY REQUIRED EXIT DOORWA 11RED EXIT DOORWAY SHALL BE SIZE~ FOR A DOOR NOT LESS TA-5.1 ADAAG NOTES AND DETAILS JUNE 4, 20D8 IDE X G-8" HIGH CAPABLE OF OPENING 90 DEGREES AND , 1500 WEST FIRST AVEN U E G U I I I I O G u m m a TOGETHER NATH EXERCISING PRECAU110NS AT ALL TIMES FOR THE PROTECTION THAN 3'-0" IMDE X G-8" HIGH CAP OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE; SOLE MOUNTED SO THAT THE CLEAR 1 ) THAT THE CLEAR WIDTH OF THE EXIT SHALL BE 32" MIN. PLUMBING DRAWINGS REVISION DATE , COLUMBUS, OHIO 43212 RESPONSIBILITYOFTHECONTRACTORANDSU&CONTRACTOR~TOINITIATE, BUILDING AREA: 89,415 S.F. (3 STORI~ OBC SECTION 504.D MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PREGA~UTIaNS, AND l• THRESHOLD TO BE A MAX.1Y1" A TO BE A MAX.1Y1" ABOVE ADJACENT FINISH FLOOR. p~ PLUMBING FLOOR PLAN JUNE 4, 2006 , Phone: 614.488.6252 PROGRAMS IN CONNECTION IMTH THE WORK . MAXIMUM EfFORT TO OPERATE FULLY SPRINIdERED: OBC CHAPTER 9 B 'FORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR Fax: 614.488.9963 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORmINATE ALL INTERIOR DOORS AND 15 LBS. FI FIRE ALARM & DETECTION SYSTEM: OBC SECTION 907.1 1NORKAND FOR THE MEANS, METHODS, PROCEDURES, TECHNI(~UES, AND )ORS AND 15 LBS. FOR EXTERIOR DOORS. MECHANICAL DRAIMNGS REVI510N DATE 9. THE BOTTOM 10" OF ALL ~OORS ~ USE GROUP: 8 BUSINESS OBC SECTION 304.0 SEQUENCE OF CONSTRUCTION. A SMOOTH UNINTERRUPTED SUI 110" OF ALL ~OORS EXCEPT AUTOMATIC SLIDERS SHALL HAVE NINTERRUPTED SURFACE. M1 HVAC FLOOR PLAN JUNE 4, 2DD8 , CONSTRUCTION TYPE: IIB, FULLY SPRINKLERE~ OBC SECTION 602.D 5. GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITfS, FEES, AND 10. THE BUILDING SHALL COMPLY W G SHALL COMPLY 1MTH THE AMERICANS WITH ~ISABILITIES ACT INSPECTIONS AS MAY BE REQUIRED BY GOVERNIN~ BODIES HAIVING LEGAL ACCESSIBILITY GUIDELINES (ADl LENGTH OF TRAVEL: B 300' MAX. OBC TABLE 1015.1 JURISDICTION. LIMITED T0, OBC CHAPTER 11. TY GUIDELINES (ADAAG), INCLUDING, BUT NOT NECESSARILY ELECTRICAL DRAWINGS REVISION DATE OBC CHAPTER 11. E1 ELECTRICAL POVvER & FIRE ALARM PLAN JUNE 4, 2DD8 , Mechan~cal Design-Bu~ld Contractor: 6. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL VJORK INCLIUDING WORK CONTROLS AN~ OPERATING MEi W~ OPERATING MECHANISMS SHALL BE ACCESSIBLE AND HAVE E2 ELECTRIC LIGHTING PIAN JUNE 4, 2008 DONE BY SUB-CONTRACTORS FOR A PERIOD OF ONE (1} YEARCtOMMENCING IMTH MOUNTING HEIGHTS COMPLYIN( ~ I han ca r Mec ur ta Fo . THE ~ATE OF SUBSTANTIAL COMPLETION OF THE WORK IEIGHTS COMPLYING WITH ADAAG 4.27. 12. ALL ROOM, DIRECTIONAL, AND IP , 4130 Tonya Triangle 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEEDIJLING AND DESIGN COMPLYING IMTH ADAA~ IIRECTIONAL, AND INFORMATION SIGNS SHALL BE ACCESSIBLE FIRE PROTECTION DRAWINGS REVISION DATE IPLYING IMTH ADAAG 4.13 AND 4.30. e n a n m rove m e n s MONITORING OF ON-SITE TESTING AND INSPECTION SERVICES A4S LISTED IN j FairFeld, Ohio 45011 THEPROJECTMANUALAN~GENERALCONDITIONSA291. 10F 1 FIRE SPRINKLER PLAN JUNE 4, 2008 ~ , Phone: 513.737.1008 O G u m m a 8. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTE~ (ON PLANS EITHER IN CONTRACT OR NOT IN CONTRACT HE SHALL BE RESPONSIBLF FOR LOSS ANDI OR ~AMAGE TO THESE ITEMS. USE GROUP BUSINESS, B OBC SECTION 304.1 r / -B II ~+OntCaCtOC. CONSTRUCTION TYPE IIB OBC SECTION 6D3.0 9~ GENERAL CONTRACTOR~TO HAVE JOB PHONE ON PREMISES DUBRING ENTIRE Plumbing Design u d 1r CONSTRUCTION PERIO FULLY SPRINKLERED OBC SECTION 9D3.0 my~ n 10. THE GENERAL CONTRACTOR 6 EACH SUBCONTR4CTOR IS TO HIAVE A FULL TIME ( I I I I I C. ENGTH OF TRAVEI: OBC TABLE 1016.1 ILE YVORRK IS BEING PI I I I L I 0 0 I EATALLTIMESNM R P U U LIFIED SUPERV S R N THE S T QA ~ (B) ALLOWED: 3D0' (WITH SPRINIQERS) PERFORMEO. Z _ , 3850 East 5th Avenue ~IDED: 153'-9" I E DURATIONJ OF THE N10RK PRO 11. THE CONTRACTOR SHALL MAINTAIN FOR THE ENT R C~IUCT~bUS, Ohio 43219 ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND AIA~RMS IN CONFORMANCE WITH ALL APPLICABLE CODES ANO OR~INANCE.S. W Phone:614.491.2990 TENANTSPACE~n~ a,6B3SQ.FT. , OCCUPANT LOAD: 12. THE GENERAL CONTRACTOR IS TO VERIfYALI ~IMENSIONS ANm EXISTING FIELD CONDITIONS 1MTH THE DRAWINGS. IN PARTICULAR: OVERALL W~AII DIMENSIONS, ~ , USE AREA S.F.IPERSON OCCUPANT LOAD SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRA~CTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR fFIELD CONDITIONS Electrical Engineer: B7 THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMM~NCING WORK. BUSINESS 8,683 S F 13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALIL PARTITION W I I I P E 87 B ON FLOOR , i hael ~ IIJ B 3SF ION SHALL ESHCOWN M C 0 A 6B I AT S T T L , LOCATIONS, ALL DOOR AND OPEN NG LOC , h rne Point PLAN. IN CASE OF CONFLICT NOTIFY THE ARCHITECT. FLOOR PLAN BY ARCHITECT 9180 Hawt o SUPERSEDES ALL OTHER PLANS. ALL DIMENSIONS IJ~ARKED "CL(EAR" SHALL BE ~ Westerville Ohio 43082 CAPACITY OF EGRESS COMPONENT OBC TABLE 1D05.1 MAINTAINED AND SHALL ALLOW FOR THICKNESS OF,4LL fINISHffS INCLUDING , ~ CARPET, PAD, CERAMIC TILE, V.C.T., SLATWALL, ETC. 2 REQUIRED IMTH SPRINKLERS: Phone. 614.898.013 DOOR OPENING -.15 x87 PERSONS-13.051NCHES 14. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY (BLOCK OAt BRICI~ OR 0 ~ Fax: 614.898.0134 STAIR IM~TH -.7' x B7 PERSONS =17.41NCHES FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. oc EGRESS COMPONENTS PROVIDED: 15. ALL ~IMENSIONS ON ARCHITECTURAL DRAVNNGS LOCATING STfRUCTURAI ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEfL BEAMS UNLESS SUITE ENTRY (EXISTING DOOR #E200) = 68' NOTED OTHERWISE. ~ I NE DOOR p233A ° 44" Electncal Design-Build Contractor. SINGLEIXT( W ) 16. ALLDIMENSIONSSHOWNARENOMINALDIMENSIONSUNLESSSfPECIFICALLY BUILDING KEYPLAN ~ I Q TOTAL =112" NOTEDOTHERIMSE. ~ I CGS 17. EGRESS DOORS SHALL BE PROVIDED PER OBC SECTIONS 1014'THROUGH om e en ec nca erv ; 1024. uusKr ~~Y 437 HubBrVlllage BIVd. NIIMBEROFEXITSREQUIRED 2EXITS OBCTABLE1019.1 18. ALL DOOR HANDLE3 SHALL BE OF THE LEVER TYPE, HARDWARE SHALL BE AI~A OF WORK III OH 43081 NUMBER OF EXITS PROVIDED 2 EXITS MOIJNTED NO HIGHER THAN 48" ABOVE FINISH FLOOR. Westen~ e, ~ ~ ~ t 1 1~ ~ , ~ ~ PhOne. 6 ~ 4. V9 ~.3996 PLUMBING FIXTURES PROVIDED: OBC TABLE 2902.1 19. ALL ACCESS PANELS SHALL BE 24"X30" UNLESS OTHERVNSE NOITED. - Z ; Fax: 614.891.3169 fIXTURE 20. ALL GLASS UNITS LOCATED IN HAZARDOUS LOCATIONS AS IN~I(CAiE~ IN OBC 24D6.3 SHALL COMPLY VNTH TEST REQUIREMENTS OF CONSUMffR PRODUCT SAFEIY ~ i ~ ¦ . ' , WATER CLOSETS 10 (EXISTING} COMMISSION 1B, CFR PART 1201 FOR HUMAN IMPACT LOADS. .i'~ ~ ~ ~ ~ ~ s, ~ ~ ~ I I . ¦ r ~.~,M,-a,. l~-111 - URINALS 2(EXISTING) 21. ALL SAW CUTTING AN~ CORING LOCATIONS SHALL 8E REVIEWE:D IN FIELD BY THE • I TTIN CORING. ---1---t-- ~wMiNM.~ ~ - - ~ --f----r-- My ~ww~i~~wr ~ Flr@ PCOteCtlOn COntraCtOr. GENERALCONTRACTORPRORTOCU GI LAVATORIES A (EXISTING) 22. ALL WOOD IS TO BE FIRE-RETARDANT TREATE~ PER AWPA C2D ,AND C27 AND ~ ~ • ~~~~w~* ~ I I I C. WATER COOLERS 2(EXISTING) SHALL NOT HAVE A FLAME SPREAD OF GREATER THAN 25 WHEMI TESTE~ IN i Fire Protection rac e ACCOROANCE WITH ASTM E-84. PER OBC SECTION 2303 2. I I 1 : ~~t~ w~,: ~'wi~_'}'_ I I I I;' 4~~:. ~ -T SERVICE SINK 1(EXISTING) , 2172 Edwards Road 23. ALL EXTERIOR WOOD BLOCKING IS TO BE PRESSURE TREATED PER AWPA U1 ----I---t - - ~ ---8 ~ ~ ~ ~ ~ ~ ~ ~ , ' NOTE - ALL EXISTING SHELL PLUMBING FIXTURES TO REMAIN. (N.I.C.) AN~ M4. Grove City, Ohio 43123 24. ALL FASTENERS, CONNECTORS, OR OTHER HARDWARE IN DIRffCT CONTACT . Phone: 614.679.2769 IMTH PRESERVATIVE TREATED OR FIRE RETAR~ANT TREATED 1W000 SHALL BE ~f I~~~~~_ I_~ ~ I _~_I ~ STAINLESS STEEL TYPE 304 OR TYPE 316, OR HOT-~IPPED GALWANI2ED STEEL ASTM A653, CLASS G-1851MTH 1.85 OUNCES OF ZINC PER SQUAIRE FOOT TO REDUCE THE CORROSION PROCESS . b~ 1 1 ~ 1~ 1 1 ~ d~ ~ 25, FIREBLOCKING SHALL BE INSTALLE~ IN CONCEALEO SPACES OiF STUD WALL AND ~ N , PARTITIONS, INCLUDING FURRED OR STUDDE~-OFF SPACES OF MASONRY OR , CONCRETE WALLS, AND AT THE CEILING AND FLOOR OR ROOF LEVELS. PER OBC 11 ~ ~ ; INTERIOR FINISHES -(SPRINKLERED) M, B A-2 F SECTION 717 22. ~ o WALLI CEILING - VERTICAL EXITS CLASS'B' CLASS'B' CLASS'C 26. FIREBLOCKING SHALL BE INSTALLED AT ALL INTERCONNECTIO~VS BETWEEN , ~ f C~ Q ~ EXIT CORRIDORS CLASS'C CIASS'B' CLASS'C' VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFF.ITS OVER CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. PEPi OBC SECTION 717.2.3. OTHER ROOMS CLASS'C CIASS'C CLASS'C' 0 RIDORSISTNRS DOC FF-1 OOC FF-1 DOC FF-1 27• REQUIRED FLAME SPREAO RATING: INTERIOR FINISH OF WALLSi AND CEILINGS FLOORS - C R SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THIAT DESIGNATED SITE KEY PLAN ~ ~ d' ROOMS DOC FF-1 DOC FF-1 DOC FF-1 BY THE CL4SS PRESCRIBED FOR THE VARIOUS GROUPS LISTE~ IN OBC TABLE ~ ~ ~.I.1 c~ O I SMOKE ~EVELOPEO R.4TING - 450 OR LESS 450 OR LESS 450 OR LESS 803 5, WHEN TESTED IN ACCORDANCE IMTH OBC SECTION 803.~. r ~r~.~: ~1~4 ~ ' 4~~' ~ ~ C ~ , OBC SECTION 803.0, 804.0, 805.0, 8D6.0 28. PROVIDE PORTABLE FIRE EXTINGUISHERS 1MTH U.L. IABELAND A RATING OF NOT LESS THAN 2-A 1MTH 75 FT TRAVEL DISTANCE TO ALL POSITION15 OF 6UILDING OR ~ ' A i~~ ~ ~ ttammCied£3 ~ ~ ~ S~t~ Y p~ ~ AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. ~ ~ h ~ W ~ 6LAXER PARKWAY ~ ~ BIJIIDMrs 2 cG~eGRCe ; ~ ~ ' : qs Pa~ranfm G~c ~ ~ : 1 V Screen A61 ~ervice Structures ~ ~ ; , , ~ ~ „ a r~ z & Mechanical Units ; ~ ~ fi~=~xn~ } ~f;~ - R CI~(Y CGDE , , , ~ , T~~, y W - PE , ~G~~ s~ , ~ CALL PLANN;f~G DIVISION ` ' t x~~£`~S~"g . ` C~ N ~ . . << w~ ' ' r _ LO ~Ey F~ ~ r LO f.n¢wk~. a fi ? . ~ ~ Lo ~ t ~ . so~~.~w~ FAA# 08115.00 ~ J.8 K , N ~ ~ ~ ~.a p i ~I ~ ~9'-6" 29'-6~~ 28'-6" -6 ~ 8~_g~~ 19-b 29'-6" 11 9 ~ ~ u e I I -0 I I REALTY CORPORATION I 1-9 I~t " ~ ~ I I ' ' ' ~ 9'-91/2 " ~8'-I U2 " 2 -8 19 -9 29 -6 ~ ~ ~ IS - 1/2 14'-8 3!4 " 15'-2 I/2 " I I 5600 Blazer MemorialPk~ny Suile 1D0 I I Dublio, OH 43017 I ~ , ' I , , Phone: (614) 932-600D ~ I , ~ ~ Fax: (614) 932-~29D ~ ~ ' I ~ ~ ~ = q ~ I ~ ' ~ C ~'3~~ 1 ?A-3.1 2 MP. I I ~ _ ~ YP. -F - ~ ~ --------r- 'fi A (V ~ ~ H A A I I _ , i£ ~F,.. i ---------F-------'----- i ~ i Q ~ _ , I I ~ Q ~ ~ i I i,~ i s c~ i i'~, t = I I ~ I ~ ` - '-'-_-_-L'_ ~ t3R C ~.1,7~~1.~~3~~7c ~ s isF . s i rt . . : . . ~ ~,3' ~ _ ~ ~ ~ ~ _ ~ ~ _ - - ~ ~I ~ ~ ~ _ _ ~ .-------------r ~ ;:s y ' st~'', I I I i ~EE~= ~ - - - - - - ----r- - _ - _ - _C- _ 3 - - - - - - - - - a - - - ~ 1 I 7YP. ~ ~ ~ 3 f= z~, ~ q g 3ff ~ y ~ ~ ~ ~ ~ 5~'M~O~. ~.~C~~N~ 3» ' 1' ~ IvAGY 8 ; i ~ ~~ti~ ~o ~ - F ~ ~ /~/~t ~ " i Nfl-IVF ~ 6~4 S~ ~ yt~~ L~~~~i ` ` " ~Xi51111Cs GONStRI~G?IOrI I = - I ' , e 203 PRIVACY ~ ~ ~ ~ L---- i'LAN CODED NO?~ ?A~s =`i~ a t0 I~MAIN ~ ?02 , ~ ~ I ~c, ~ 205 N ~ 'I ~ , ~ 15 212 I I ~ (S~~ SNE~fi ?A-I.1 ~OR 5GI-I~qUL~) F F f~£ t~'' ~&5: ~ ~ I I Z > _ £ { 4 f n I ' , ~ ~ ~ ~ 9 15 9 ~ 211 ' ' PAR?ITION / WALL ?YPE ~~;~f 'x ~ ,~3, 15 9 I ~ ~ ~ tYP ~(5~E 5+~~~T ?A-3.1 FOR PAR1'I?ION SCN~DUL~) I ~ ~ a 102 2D3 205 I 15 9 ' 'I I , S 15 ~ . ~ ~ Il ~ I J;: ~ ~ I ~ ~ DOOR NIJMB~R tACs lsoo Wcst First Avenue ' ~ lSEE 5N~~7 ?A-4.1 ~OR DOOR SCN~qUL~) Columbus, Ohio 43212 '~I ' l 4 4 ' ~ _ I , _ ~ ~ _ ~ A P: 614.488.6252 ~ 4-2 2 II 6 ~ , ,3 ~ 8 1'1'P. 1YP. C~ p I 14 ~ ~ EXI61'INCs WALL / PARfiITION F 61448899b3 i ISEE SNELL BUILpINCs DOGl1MENTAI'ION) 3,' A ~ ; ~ 11 ~ ;~n ~ ' I B , ~ - - ~ ~ , ~ ' 3 m I ~ . , m ,n II ,~t~"~~~~'~~~~~r;~ , ~ , ~ . . . ' I : ' ' : , ' ~ I~G~P~ ION - 9 ~ ' ' NEW I~LL Nt. MODULAR ~Uf~lltul~ WALL / PARTIfi(ON ' ' ' 9 15 I ~ ~ (5~~ 5N?.1'A-3.1 ~OR PARrIrION SGHEDUL~) ~ ~ ^ ~ ~ 6 ~ ~ OI~IC~ ~ ~ N~U1 WALL / PARIITION ~ r ' 2m p 6 ~ 5 ~XI~tINCs CAN87RUC?ION.' 11/ 204 3 5/8 2m6 , , „ ~ F 213 I I (5~~ 51~~~? TA-3,1 FOR PAR?Il'ION SCN~Dl1LE) k ' Il 15'-4 3/8 " 38 -6 1/S 8 3!8 3 5/S ~ fiQ 1~MAfN, Is m ~ I I N~W FULL-N~IC~Nr WALL / I'AR?ITION - 8'-4111 ~ ~ 3 I;` ~ '35/8" ' ~ 35/ ~I I , , i 213 I I 16~~ SN~~? 1A-3.1 ~OR PAR?I?ION SCNEqUL~) ~ I: 3 1 ~ ~ ~ I , ~ 201A I ~ ~ F ` A INt~RIOR 51p~LIGNT OR MODULAR FUi~IItUI~ PAN~L 0 0 0 ' 1 m I ~ _ ~I~~ ROOM ~ = 25 % I; ' , , ~ M~~tING ROOM e , 31/ ~ e I ~ • _ _ , ~ ~ ~ 9Y5T~M lSY T~NANT, N.I.CJ ~ ~ ~ __J____'_______._~__ _~'___'-~L I _ - - - - ' -----204 D ~ ----Q - 6 ~ p~ ~ ~ > ~XISTING CON9TRUC1'ION t01~MAIN ~ ~ - , - - - - - - - 0 ~ I , ' I 3 ~ ~ ' , ~ ' t 11 i 01*IC~ I ~ f5~~ SN~LL BUILDINCs DOCUh'1~NTATIONJ ul w w ~ ~ ' z ~ 6 i ~ `nP ! 3 ; ° ' ,,f ' , ~ ; ~ !5 -6° _ ~ ~ ''1" 211 I ~ A~ ' 4 . ~ ' 9 I / I ~ ~ ~ ~ . I, I ~ ~ ~ 7 j 14 I ~ ~ ~ ~ t0i~~ ~ c G ~ : ~ 2015 I ~ ~ ar~ ~ 3 ~ ~ 201 3 3 C 3 I u r. 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(&E~ ~LECTRICAL SH~~tSJ Q ~ ~ ~ 4 ; , a ~ -1 i i S ; , i :~l ~ I 15 ~ EXTEND EXISTINCs PARTITION FRAMINCs AND CsYP6l1M ? 1 ~ f I ~ _ < II II 1 l° ~ . = - T ~ ~ `°J 60Af2p FROM TOP 0~ ~XIBTINCs PARTIYION ?011Np~R- ~ ~ ~.1 I 1 ~ I:' I ~~Qt~ ~ i lr' i . ROOM C ~ 6 ~ ~ 2 51p~ OF ~XI9TINCs 51'RUCTlll2~ ABOY~. ~ ~ ° . + i J' j , - N 3 20s , ~ ! I TYP ~1 PROVIDE N~W 5/8" GYPSUM BOARq ON BOTN 51DES OF ~(~l ~ ' I i.: ~ ~ ! 209 = ~ I i i t` i I y;; g'-~" ~ 3,5/8 II'- 1/4 , _ ; , , , : ' ; . 18 I I OP~N NCs. ~ STUq INFILL FRAMINCs lUItNIN ~XI81'INCs ; , , „ , , i ?i i;- ~ . , , : . ~ , m , ~ ; , 3 . . . . . , ~ ~ i i } 2 -0 ~ ~ ~ ~ ~ I,•'I I I I' I ~ cv 1l4 6-9 I ~ ~ ` f l I, 209 = , ~r- , - . ~ ~ ~ ~S ALICsN FACE OF NEW Gl'P. BOARq PARTI?ION c~ ~ ~ I WITN FAGE OF EXIS?fNC, PaRTITION Q ~ Z ~ ~ - -~r- - r s 3 f,, 0 3 I . ~ ~ ~ ;s" K~ .F~ tE I_ - 'S"4~ . s~ ' ~ ~ 4 - - i - . 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OF 12". G~~ARANCE ~I-IALL 36" MIN. ~ ~ z i. ~ ~ i , i ~ `i ~ i~ ~ 218 14 ~ ~ !44" MIN. ~OR CzR~AT~R rtNAN 50 OGGJPAN~S). „ _ ~f i ~ ~ ~ i a ~ F 118 10 116 14 i j I6 R~FRICsERATOR, q15~IWASN~R ANp \L 3 I , : I ~ ~ t' I I ~ ;.j ~ 14 KI?CN~N APPLIANC~S BY Y~NANT. Q z °1 , I ~ ~ ~ ;I I ' F li I 14 ~ ~ 11 FLII~IIT~I~E ANq LOGKER IJNI?5 BY tENANT C~ Q I , I' 1 ~ , ~ ; I , I I ;:1 I' . I I i, ~ ~ ~ ' o1~lc ,m F o~lc~ ' _ _ _ _ ia co~i~~ ~Y r~ua~r cH.i.c.~ W ~ L ~ J I I i ~ ~ i' i s,: I ~ j zn ~ 21~ zi6 j j r i9 RELOCATE EXISTINCs SEMI -RECES6Eq FIRE ~ L~ ~ i J I Gi t I i. I I: I ~ ' I I ~xriHC~isN~~ a~p ca~iN~r crYpica~ o~ ~ - ~ f ~o'. n,,: I ~ <fi~ I „ , <<` `I `I p ~ ~ g rN~~t 0~ I 7 . . ~ ~ 'I ~ _ , - - _ - - - _ - f`'- - - ~ ~ ~ I ~0 9U~AC~ M041Nr~D PAPER fiOIU~L DISP~NS~R VERI~Y ~ O I'` _ - - ~ I ' - - --'`~I'--~r -.i,- ' - -'r- - - - _ _ T ~ . " . . - ~ i " _ _ g llNll' ~OCATION WIl'N ?~NAN? REPR~9~NtA?Iv~ ?A ~ U 0 -----s-- - " " " _ _ ~ "_i._ " _"ti'_"- _ ~ " I y~ PROYIp~ POW~R, VOIC~ ANp DA?A FOR MIILl'I-wNCtION ~ J " - ' _ _ - ~ ' I _ - " ' i I i A UNIt AND P~0?T~R (5~~ ~LEC?RfCAL 5NT9J ~ N , A LL I I I ~ ~ ~ D ~ ¢ ' --------------------------------1--------------------------~ _ ---ft------------- 2 2 I N 5? A L L D A t A P O W~ R A N p V O I C~ L I N~ S 6'_ 6" A~ O V~ ' - - "t" , - - - - - Z T'fP. I I ~~INI9NED FLOOR ~OR ~U?URE PLASMA INStALLA?ION. m r - ' i , ~ ; ~ ; ~ i , , I ~ ~ 13 ~XISTING GYPSUM 80ARD COLUMN ~NGL05uR~ ~ z i , ~ ~ ~ ~ i i ~ ~ ~ ~ ~ T O R E M A I N, P A? G N A N D R E P A I R A 5 N E E D E D. O i ~ ~ , ~ ~ i , i i i ~ I N i ~ i ~ ~ ~ i i I I I I ~ I I 24 LINE OF 50FFIT OR NEADER ABOVE ~ z I ~ 25 PROVIpE STRIlCTl1RAL SUPPORT FRAMINCs/BLOG K I NG ~ Q W I NEGE59ARY FOR NEW PLASMA 6CREEN AND GEILINCs $Cr@@n Q~I $@IVICe $truCtUr@S MOl1N?~D PU~~ DOl.l~l 6GRE~N 6Y9?~MS. I'- N~TM & Mechan~cal Units ~ S~MI-R~G~55~p ~IRE ~X?INCsUISN~R CQ61N~1'S ~Y JL PER Cin CODE fNDUSTRl~S - AMBQ59ApOR VER?. DIJO ~1013WI0 w/ _~y:r~~,~_ ~ WHIt~ BAK~D ~NAM~L FINIS+~ lOR APPROV~p ~QUAL) w/ g,~~yt~~-=~,~~ CALL PLANniiNG DIVISION MP-6 A6C ~XTINCzlJ15N~R5. ~oPyri~i~~zDOe.;4~JIr$aingpm ~Q~~be uaed~"dupl atEd, o~ aIY~FRd w~l4Pu[ ~e` 2~ ~XISTINCs IUA~I. P~4RTITION, p0012 AND FRAM~ TO BE ",'~~'~s°°~e~toft6e ~r~~~ec~{ ~''i ~ I~M01/Ep. PA1GN EXISTINC~ AREA A5 I~QIJIREp. ; ~ k, 1~~i I/(/' ~ I~ /1~ p y p,~ i t ~ E+.Ir'f~'~(t ~ :y ~ Fj i ~ ~y~ r,~ ~ +1~` f~ + ~1~~1 1 ~.RF~ a. ~t i`~2~ f'~j I ~V(''~rN NOt~S r_;~.r~ 4~ I ~ ai~ vINYL R~DIJG~R - JONN50NIT~ CARP~? I. PAtGN ANp I~PAIR AI.L ExIStING Wa~~S To I~rtAfN. 6. PROVIDE FIRE RAr~p DAMPERS AT AL~ FIRE RArEp MOqEL "C1A-28-A, COLOR 10 YINYI. REqIJC~R SYRIP - (V,I~.) p~P WALL aR~AS AND PROVID~ N~W FINISNES A5 ANq 6h10K~ PARTIfifONS. Drawingllum ew` GOr1P0511'ION 5~~-~~T~p JONN50NI?E'~Cs-28-N vINYL REDUC~R STRIP - vINYL SCNEDUL~D ITYPICAL). 1, CONC~NIRAT~q FI~~ af~QS WILL 12EQUIR~ ANALY5IS 50NITE'12R5-28-C ?ILE (Y.IF.J C,4RP~T (V.I~.) S~A~~p COM 05TION ONC T~ vINY~ P C RE 2. PROYIp~ GONGR~t~ FLOOR CORE -DRILL 60RING 6Y CERtIFIED 51'I~.lCl'Ui~AL ENGINEER IDEN?IFY ALL S~aL~D TILE A9 SCN~DULEq uu iiii i t-0R ALL N~W PLllMBINCs AGG~65, DATA, POIU~R ANq ~~OOR ~OApINCs CONpITI0N5/AR~AS WITN l1Nl? I11~IC~NTS T A_~~ 1 pNON~ LIN~ INSTALLATIDN9.16E~ MP~ 6N?5J ANp ~Ll6MI? t0 OWN~R FOR 9?RIJCfiURAL YERIFICATION. ,.,,.~,-~ttt ~ wv~~ G ~ ~ ~Ifflllllllllll~ I ~li FLOOR SOXES AND I~G~LIII2Ep C012E -pRILL BORINCs =TAIL NSITION DETAIL TRANBITION DE :~E lT~ I~ 3. tENANT'S ~11~NITURE ~It'PI.IER TO LOCATE REQUI12Eq LocarioN5. TRANBITION DETAIL 4. MODULAR wWItURE DOOR3 AND GLAXING PANEL UNITS Duke Job Number: ~c~.e• N.T SGAL~~ N,T.S. 10 SE PROVIDEq BY FURNI?URE 5Y9tEM 6UPPLIER 5. RECF-PI'ION pES1C ANq GONFERENGE ROOM TA6LE9 ?0 BE PROVIpED AND IN9TALLED 6Y TENANT. FAA Job Number: 08115,00 ~ D ~ ~ C~ N ~ '.8 K ~~~~~Ct~~ C~ I~ f NC~ N0~'~5 / ~ ~ , ~ ~ i i i i , i i I~ ~ I~ I. ~XI9TINCs ~,15PEND~D ACOU571CAL C~ILINCs IN5TALIED ~ ~ I ~ ~ ~ ~ ~ i i AT 9'-0" AFP. INSTALL N~W C~ILING tl~.~ ?0 MA?CN u e ~ , ~ , ~ i ~ i i ~ ' ~ ~ ~ N~IC3NT uNL~SS NOT~p OtNERWIS~. REALTY CORPORATION ~ ~ , ~ ~ ~ ~ ~ ~ 5600 Blazer Memorial Pkuy 5~e M~c~auica~~~~crRica~ aN~~rs ~oR ~i~Nt Fixru~ s~~te 100 I I I I j 9'-~"_,4~F ItYPJ , ~ ~ ~ ~ I ' ACOU51'IC CLG. TIL~ ~ I I I AMD NV,4C D~VIG~ LOCd?fON9. Dub~in,OH a3017 I I I I ~ ~ ~ , I ~ . I ~ ~MOV~ ~xi5rir~~ ~tur~ ~Ri~~ , Phone: (614) 932~000 ~ ~ ~ s. r~MOV~ ~xi5rir~ u~u,ar~a,~~D c~«iH~ ri~~ ar Wa~~ Faz: (614) 932-fi29D ~ ~ 9E~ MECNANICAL SNE~?5 ~ ~ ~ ~ , . , ~ ~ PAR11?IONS ?0 B~ p~MOL15N~D AND 9TOR~lR~PLAC~ ALL I I I p,4MAC,Eq EXIS?INC~ C~ILINCs tll.~ PADS FOR N~W WALL ---------F------------------------------ - -------------------E---- ~ ~ ~ ~ ~ , ~ ' PARTITfON ~AYOII? AS NEEp~q. PROVIDE NEW CEILINCs -------------~--------------------------------F-{------------- ~ TI~~ ANq CsRID AS N~~qED 10 AGGOMMODAY~ N~W WALL ~ I ~ ~ ~ ~ ~ ' ' ' PARTI?ION LAYOIJT. TYPICAL. I II ~ ~ • - - - - - - - - J i i i ; ss~3~; ~ ~ I i~ : 4, MOqIFY EXI9TINC~ SPRINKLER 5YS?EM ?0 GORRESt'ONq ~ f€~x~~~ - - : rt ~ - - - - WITN NEW WA~L PARTITION LAYOUT I'~R NF.PA ~OCAL ;~'{~R~ z~i ~~~~~~f~~~~ 2 COpES ANp OWNER'S IN6LIRINCs ACsENGIES. i'ROVIpE N~W / , - - - - - - - - - - - - - - - - - - - - - - - - , . , _ MA?GNINCs CNROME PENDAN? TYPE 6PRINKI.ER FIEApS WITN '~~~Fx £~'~x'' F~: ~ I , 1 , , . ~ ~ ~ ~ IY \ . - - - - - - - - - --I ~ MA?CNING E5Gl1TCNE0N i'LATE. i€€'F ~;€~F £ t 'f f ~ , ~ j 3 r '_~~=~~f=~ ~ -'`r=~~~~,~ , r A Y I I . . . . . , 1 M ri ~m i , ~ G M ;~4?~ f ~ ~if3t 3; ti ~ ~ fs 5. REWOI~IC ,4Nq RECNAI~,E FIRE SUi'PRESSION 5Y6TEM A6 ; 'I ; ~ , ~XIS I1~Cs .G N51' ~'10N • ~ , , . . : : ; . ; ; ~ ~ . ~ , ' t0 MAIN m ~ ; ' ' 1~QUIR~D. ; s~ ; ; ~ Erf, ; r ~ ; ~ ~i ~sc Y i , . l , I :f ; ~ I ~ , , , ~ ~ J j L---- 6. I~E - LAMP ALL FLLIORE6GEN? LICsN? FIXTIif~E6- TYI'ICAL. E~fE,, f'~~~f'f~€;; ' . , I I , ; , , I a'` I . I I , ~ ~ 1. 1~MOY~ ~XI51'INCs 6UPI'LY/~Tlil~l qEYfG~S A? WALI. ~~~~f=~= ~ ' I\ I pQ~TITI0N5 t0 BE DEMOLI6NED AND 9TORElRELOCATE f fs'f{'S L - ~ . , ; , , I I I I I D~v IG~ S TO CO I~ SP O ND WITN N~W WALL PARTITION , ~ ~ ~ , ; : . ~ . , I i 1 I , ~ ~ ~ LAYOL1T ,45 NE~D~D. PROVID~ N~W D~VIC~S AS NE~O~D ~ lE= . .F=,`==, . I < ~ ~ , , > ; . ~ ; , ; , ; , ; , ; ; , , I I I TO AGCOMMODAT~ N~W WALL PARTI?fON LAY0117. 7YPICAL isoow~stFustn~en~ . . > ; , ~ ~ ~ , I . ~ 8. PI~OVIpE CONN~C110N TO EXfBTINCs BN~LL BUILpINCs FIRE Columbus, Ohio 43212 ~ ~ ~ ' ~ , , ~ A~.Q~'1 5Y5r~M. P: 614.488.6252 , ' • ~ F:614.488.9963 I ; : . : . ; I . ' ~ ; ; ° ~ . - ' ~ ~ ~ ~ G T 3, ~ : , , ; , ' EX ~rIl~lCs CONS RUG?I N , ' ~ ' ' ' ~ . `I l• I I I . , , ~ ~ ~ C~C~. ~~.,~~1 ~.~C~~N~ ~ ` t i~M IN ° ~ : I, I• I I ~ , I ~ ~ ? . I I I ARMS?120NCs 'A-104A' WµIT~ 14"x 24" x 5/8" OR _ . , . „ . . I, . ~ I I I I ~ IJSCs "313 C~II.INCs PApS OR ~QUAI. w/ 15/16" ~ ~ ~ ~ FI~ ~ ~I ~ ~ , ARMSTRONCs ?-9YYL~ 51J5P~N510N C~RID, c~ cq c~ ~ ~ ~ ~ _ ~ 2 - - - - 1_ 26 - , - L - - i - . . . , . . . . ~ ~ ~ ~ _ _ ~ ~ ~ ~ ~ - ~ ~ l ~ . , . . . . - ~ ~ . OR EG211AL Ull-II?E LIN.O. ~ ~ ~ - - - - - - - - - - ~.a . f . . . I I I I:' I ~ ~ ~ 24" x 24" 5l1PPLY AIR Dlf#i15ER ~ I I I ~ ~ (S~E h1~CNANICAL SNE~tSJ . . . . . . . . I ~ I w ww ~ s McN ia.N r5 - I I ~ ' ~ 12" x 24" R~TURN AIR C~RILL~ A-' 2~ I I' I ~ , I 15~~ hI~CNANICAL SNE~?5) ~ ~ ~ ' , , , . , , I ~ . : - - -r- - - - , , - ; : - ~XISTINCs 12" x 14" R~rUi~l AIR CzRILL~ o - - - - - - 5 ~ r5~~ r~c~+aNica~ ~u~~rs~ ~ . . ~ . , . , , , , . - i ~ ~ 4'-D" x 4" ~.IPPLY AIR pIf~1J5~R , . . ~ . , f6EE M~CNANfCAL SN~~r9) , , , ~ . 0 Q ~ . , , . ~ . ~ , ' ~ ~XIS?INCs 4'-0" x 4" ~.1PP~Y AIR QIFp18~R 15~~ MECNANICAL SN~~T61 2i Q , ~ ist ~ ~ 15t D A ? AI _ _ , _ . . ~ . ~ ~ EM~I~.'s~NGY ~XIT SIGN G~NT~R A~OV~ p00R, OR ; , , ; , : , ~ . , : , " ; : - , ' . . : , , _ , , , . . . . . ~ , , PER ~L~CTRICAL PLANS (TYP.) ~ . . , „ , : , ; , , : , , , ~ . ; , , a „ , , . ; ~ ; . , ; , , ; . . . . „ . : ; . „ , ~ . , : , , , , _ . ~ , . 1 I ~ f5~~ ~LEC RICAL~S~E~?6j~iC~N? ~IX1'UR~ z I ~ ~ , ~a , 0 ~ ~M~RG~NGY ~ICsN? l~~ ~~~CYRICAL ~ ~ ~ p ' , I s.; ; , . . . , ~ SN~~?SI ~ (L (L fQ , , . , , . , . . . . , . AA _ . 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I f/ INS?A MO 1 L `RE IN S F E G l' E ~ l I I P I ; a~ ,`'S ~ 1• 5U5P~Np~D ACOlJSTICAL C~ILINCs rt0 B~ IN9tALL~q At - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - ~ t= , - - - - ~ - - - - - - i 6 ~ro ~ ~ ~ m ~ ~ - - - - - - - 9'-0" AFF. l1NL~55 NOt~D OTN~RWI6~ ~ - - , , f f tlTl Yo r;ii~ ~ P R L I?:1~ 9? E A R 1L A A _ 2. CENT~R AI.I. SI'RINKLER N~,405 IN C~II.INCs TI~ES ~ z ~ , >1' I 1 ,1 9t 5' ' ~ 1 I ; j'~~ I I "i r LI Y9 M 0 I` N~ ~ A fiN I ? G 9 I. ~ ,i i 3•:. ~ I - ~ 3. 5EE MECNANICAL AND ELECTRICAL SNEETS FOR ALL LIC~N? ~ ~ I 1 I;- 'c i ~ Rl~ q E.L G< C~ , . , : , , , , , I , I FIX?URE ANp NvAC pEvIC~ LOCArIONS, SP~CiFfCAtIONS, T ~ g I I I I ~ l i i', 1 ,9~'~ I ; I ;'j ` ~ G~ ~ WIRING, ANq POW~R f~QUI(~M~N?6. ~ 5' 4 )'i l I f ;I , I , , , ; , ~ ~ : : . , ~ : f~ ~ y ~ I ~ 0 ; . , : , , ; . . , ' , ~ , ; X 3 I A ON 1' ~fl S ~ N'' , "I I I 'I ~ R~~1 IN ' ~ ~ ' REM01~ ~XI81i1~Cs SIIPPLY DIFFUSER - O L ,5~~~. F,,' ~ I I ~ . . . ~ ' . S,' . . : : ~ ,i" . . ! . . 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PAINt ~OQ~ P ppQ~p 60ARq 2m0 RECEPl'ION r0 ~MAIN C~ILINCs ?IL~ ~~a~ PAINT 560D Blaz~ Memorial Pk~ny 2. CANTRACTOR 15 TO VERI~Y ALL qIM~N510N5 AND FIELD GONDITIONS WI?N ?NE DRAWINGS IN PARTICULAR, suiie 100 ic ~ CsYP5l1M ~YP~uM aiNr ~YPSUM pAfNT GYP6uM pair~t CEILINC~S NEICsNTS, DVERALL WALL DIMEN510NS, CONDI?fON OF GEILINGS, CAPACITY OF ELEGTRICAL 9Y5TEM FOR Dub~in, oH a~ot7 pAIN? NEW LICa4~?INCs 1.AYOlIt ETC. G~NERA~ GONt1~,4CTOR 15 TO I~EPORY IMMEDIAtELY TO TNE AI~CNIIEC7 ,4NY Phone (614) 932-6DD0 EXISrINCs Y.I~. ~-I AGOlIST AC?-1 9-0 AFF. PAIN? P ~Q~p gp,q~p 201 SrtORAC~~ r0 ~MAIN GEILINCs TIL~ ~a~ VARIANC~S OR ~I~Lq CONpITI0N91'NAt MAY CALlS~ CAN9TRlJCTION pROBL~MS i'RIOR TO COMM~NCINCs WORK Fax, (614) 932-6290 pAINT 3. CON?RACTOR 15 TO C~IARANT~E ALL WORK INCLUqINCs WORK SY NI5 6UBCON?RACTORS FOR A P~RIOp 0~ IC ~ CsYP5l1M CsYPSIJM IN? ~YPSUM pAiK? ~YP91~'I pAINT EXI9TINCs .IF. v~-I ACOUST ACT-I 9-0 A~F. PAIN? ~pARD Pa SOARD BOARD 202 M~~tIN~ ROOM TO R~MAIN v CEILINCs ?ILE ~A~ ONE ll) YEAR GOMMENCINCs WITN ?NE DATE OF 511B9TAN?IAL GOMPLETION. . CsYPSIIM CsYP~IJM CsYP911M I „ PAINT 4. ALL MATERIALS SpECIFIEp ARE TO BE INSTALLED IN ACCORqANGE UJI?N MANUFACTURER'9 IN5t1211C?IONS AND ~~=~t ~XISTINC~ ACOl15TIC C1-1 9'-0" AFF. ~YP~ PAINfi PAINT PAfNT ~Q~ PAINT pRNACY vJ~. v~-I c IUNCs tILE A BoARD 6oA(~ SoARD SP~GI~ICA?ION9. GON7R,4GtOR 19 r0 CONSYI~JG? PROJ~G? AGGORpINCs TO TN~ pOCIJM~NY9. ANY p~VIAI'ION , f, ~ROM TN~ INY~N? OF TNE DOCUM~NTS IUITNOIJ? ARCNIT~C? OR OUJN~R APPROYAL AR~ At TN~ GON?RACTOR'S ~`~j~ STU FRAMINCs PROVIpE METAL STUD AT ~03 ?0 REMAIN ~ M~?AL q OINT Y SUM CsYI'9UM CsYP9lJM A5 bGNEDUL~q - 5EE ~ACN 51p~ OF CON?ROL J 15tINCs ACOUSTIC _ ~SYP911M ~AIN? PAINr PA(NT PAIN? ~Q~HT ; : s ~ €3:f iil ts ~s g:i== £F ~ E' t ~ . EX AG?I 9 m A QRp gpaRp BOARD v.l~. 1B 80 PARtI?fON SGN~qUL~ 204 F~~~ R~OM 10 REMAIN C~ILINCs ?IL~ 60ARD 3§~~~) ; ~,tt= r(~3IIE £i : ~ ~ ; €IE 1 ~ GYPSIJM C~YP5l1M Csl'PSIJM CsY SLIM PAINfi PAINfi sua~ri~uria~s f ~(E f~ ~I Ek15TINC~ _ ,4COl15TIC qGt-I 9'-0" AFF. P PAINT PAINT ~a~ PAINT ~A~ 2m5 PRfvAG1' y~~~ CEILINCs TILE ~Q~ 10 R~MAIN CsYPSUM Csl'P511M Cs1'P5llM 1' SL1M PA(NT ~ Cs P PAIN? I. WN~RE A PROpIJCt OR MATE~RIAL IS SPECIFIED BY NAME, BIpS SNAI.L ~AS~q ON TNE SP~UFI~D PI~OqIJCT ~£L~i L~~ PA(NT ~~~y~,~ ss ; , ONLY. WH~RE "OR E(~I.IAL" I.ANGUAC~~ 15 ING~Up~p fN TH~ SPEGIFICATION, THE qE1~i~MIPlATION OF ~QUAI.I?Y ~x ~XI9TING I~. y~-I ACDUSTIC AC?-1 9-~" AFF. PAINT ~OA~ PAIN? ~pa~ 2m6 M~EfiINCs ROOM TO ~Mp,IN y~ cEILIN~ rILE ~a~ , SNALL MAp~ ~Y TN~ ARCNI?~GT. I? IS TN~ GONTRAGl'OR'S R~6PONSIPILItY ?D 51J~MI? PROP05ED ~~'f' x~ ~ IC ~ CsYP5l1M CsYP~l1M AINT ~YPSIlM PAINT ~YP5l1M pAIN? PAIN? SUBS?ITlJTI0N5 WItN ALL P~Rl'IN~N? SP~CI~ICAtIDN DATA WI?NIN A 1'IM~?aBLE TNA1 U11LL ALLOW ~OR R~J~Cl'ION ~~~~~~~~~~~3' vG?-1 1B-I ACOl19T AGfi-I 9-0 AFF. PAINT gpARD p BOQRD 60ARD ~NON-1~A1'~D) 201 G~~ I GOPY ROOP1 vINYI. TI~~ G~ILINCs ?ILE BOA~ OF TNE 5UB5?i1~1TfON ANO 9?ILL PEI2I'11T TNE I'URCNASE ANq IN9TALLATION OF 1HE SPEGIFIED IT~M IUITNIN TNE ' ' ' SCN~pULE OF TNE JO~. NO TIM~ ALLOWANC~ WILL ~E CsIVEN FOR FAILl1RE t0 PROCURE 61'~CIFI~D I?EM6 OR ,~£~€,~?'F<~„ :',r~~~' SGAI.E; 3" = I'-~' ~ CsYP5l1M CsYpS~M INr CsYP5l1M pAINT GYP5l1M pAIN? ~ PAIN? PROP06~D 5UB5?I?L1110N5 IN A?IM~LY MANN~R 1500 WestFirstAvenue VGt-I yg-~ ~OU571C qG?-1 9-0 AFx. PAINT ~A~ PA apqRp ~pqRp 2m8 pATA ROOM vINYL TIL~ CEILING TIL~ ~a~ Columbus, Ohio 43212 ~ CsYPSUM CsYI'~I1M CsYP~iM PAINt ~YP51JM pqlNr 5~~ NSTA L FIRE 6AFINCs WItNIN EXISTINCs AG0119TIC ~ ~A~Nr P; 614.488.6252 ~~a~ u~ u~ F: 614.488,9963 I ~ .IF. YB-I ACl'-1 9-m AF~. PAIN1' gOARD PAINr ~pARq SOARD PLaN g- nP. 209 u10RK ROOM ?0 R~MAIN v C~ILING 1'ILE aOQ~ D~CK ~LU?E STIC ~ CsYPSIJM CsYF'SlJh1 T CsYP5l1M pAIN? ~YP511M PAIN? , xisrir~ ~ _ ~aiNr ~aiN ~ PAIN? I. ~h1PL0Y ~XP~RI~NCEq UIORKER9 FOR FI~IAL CLEANlNC~, CLEAN ~ACN 5U(~FAG~ 10 TN~ CONpITION ~XP~C?~p IN A COMM~RCIAL SUILpING CL~ANINCs AND MAINYENANC~ PROCzRAM. GOMPL~T~ 1'I~~ FOLLOWINCs B~FOR~ TIJRN- ~:_:~.!~r F:< - - - - - - - - EURRIDOR ~ v.~~. va-i i acr i 9 -o a~~. ~a~ ~oaRO aoa~ aoa~ - 210 ?0 R~MAIN G~ILINCs ? LE ~ OYER OF TNE 6PACE TO TNE ?EI~IAN?, ~ CsYPSIJM C~YPSUM AINT ~YPSLIM PAfNY ~YI'~I1M pAIN? EXISTINC~ ACOl19TIC AGT-I 9-0 A~F. PAINT A P ~pa~p ~paRp PAIN? A. R~MDYE ~A6E~5 ?NAT ARE NOl' f'E~f'1,4N~NT LAB~~S. > s ~ 211 OP~N OFFICE Y.IF. Y~ G~ILfNCs TILE 60ARq 80 RD "i;,:<~:' I YO REMAIN SNED B. CL~AN ?RAN6PAR~NT MA?ERIAL9. R~MOV~ C~LATING COMPOl1ND. R~PLAC~ CNIPP~D OR BROK~N CsLA9S. ~ ~ <<:.>~~#"` ~ PREFINI6NEq PR~FINISN~D PR~FINI9µ~q PR~FINISNED f~~~ ~ >as, . ~XISTINCs v.IF. 1B-I AGOl1STIC AC?-I 9'-0" AF~. ~.<..F-~ . OF~IGE WALL 51'S1'E WALL 5Y8tEM WALL 5Y5t~ WALL 5'fStEM fStEM C. CLEAN EXP05Eq HaRD-SIII~FACED FfN15NE5 TO A DuST-FREE CONpItION, FREE OF 9TAINS, FILMS ANp p,,;:;,t, ,~.:.4,, : YI2 TO R~MAIN C~ILINCs 1'IL~ 5~~p 51MI~AR FOREIGN 5L1B5TANG~S. 12~510RE 1~EFL~G?IY~ SIJI~FAC~B TD TN~IR ORIC~INA~ I~EFLECrIV~ I ~ ~ PR~FINISUEq PRE~INISN~D PR~FINI6N~q I'1~FINISN~D a; ~ ~k19TINCs ACOU9?IC C?-I 9-0' A~.~. 1' WALL 5Y5rEM ~`~a,~ w<:;:~;`i, v.IF. Y6-I A WALL 5Y57~M WALL 5Y5 ~ rSrEM GONpl1'ION. L~AV~ GONGRET~ ~LOOR9 SROOM C~~AN. YACl1l~1 CAI~?~p 6lJRFAC~S. ~ :lf~`"`~. I~` . pF CK 113 OFFIC~ 1'0 REMAIN C~ILINCs ?ILE WALL 5Y5TEM "t'.:~:::.<,~ ' i,~ I 1l2 ME?AL RO q~ FINION FRE~INISN~q SN~q q. IUIP~ SLI~AGES 0~ MECNANICAL AND ~L~CTRICAL ~QUIPM~N?. (~MOV~ ~XGES9 LUBRICA?ION. CL~AN 0 0 0 15E~ 5TRl1CTU12AL SNEEtS) k;,: I Fr::::=:; AGOIlS?IC PR~FINI51~Ep I'R~FINI9N~D PRE D "~°"'i , r`,..~;~. OFFIC~ ~xisriu~ V.I~. VB-I ACfi-I 9 0 A~f. WALL SYST~M WALI. 5Y91~M WALL 8Y9T~M WA~~ 5'f9tE I r, q: I <s~.. 214 70 R~MAIN C~ILINCs 1'I~E rSrE pL11MBING ~IXTl1RE810 A SANITARY GONqII'ION. CLEAN LICsN? FIXTlJRE9 AND LAMP9. I 1/2 MTL 5TUD5 -::Ff , , ~fi,y;i 6aR JOI57, 19~~ 1J9TIC ~ PR~FINI6NEq PR~FINISN~q PREFINISN~q PR~FIN C~E,4N TI~~ SITE OF RU~616N, LItTER AAIp OTN~R FOR~IGN 51J89TANC~S. 9WEEI' PAVED A12~,45, REMOVE `t ~t `t SN~p 9fiAIN9, SPILLS ,4Np OTN~R FOR~IC~N q~P051?S. RAK~ CsROl1ND5 TNA? AR~ NEI?N~R PAVED NOR ~ Z z Z l15 CsA) s 24 O.C. 5?RUGTURAL SFIEE?5J EXISTINCs v.IF. 1B-I ACT-1 9-0 AFF. i,,: , 215 OFFICP WALI. 5Y5TEM WA~L SYBTEM WALI. 9Y51~ WALL 5Y9T~ YST~ PLANYED,10 A SMOOTN EV~N-t~X1UR~D SuI~FAC~. A-~i -~i~ l1RAGK ONLY ~ fi0 R~MAIN C~II.INCs ?IL~ ; ~ PREFINISNED PI~FINIBN~q PR~FINISN~q PREFINISNEq JOISt9 ~E58 ?NAI~I "s`"~ ~ SNEq F. COMI'LY WITI~ REGULAtI0N8 OF Al1Tµ0RITIES NAYINCs JURI9pIGTION AND 6AFE1'Y 6?AND,4Rl~5 FOR uA TO 2'-0" EXI9?IrKs Y.IP. yp-I aG0U911C AG?-I 9-0 AFF. WA~.I. 5Y57~M WALL 51"9?~ WAL~ 5Y5TEM OR EQ L :.;i 216 O~IGE TO R~MAIN C~ILINCs 1'I~~ WALL 9YS1~M 1'STEM CLEANINCs. ~MOV~ WA51'~ MAT~RIA~9 ~ROM TNE 61tE ANp q15POSE OF IN A LAIIFUL MANNER DE~P) ~<,<::_,<~.: : ~ u<~•<. 5?IG ~ PREFINISNED _ PREFINISN~q PREFINISN~D PR~FINISN~q SN~q o ~,:t;. y ~.;<<;.: E X I 6 r I N C s Y. I F. V B- I A G O U A C T- I 9- 0 A F F. - 211 OFFIC~ ?I WA~L 6Y5T~M W A L l. 5 Y 9 7~ M W A L L 6 Y 5 W A~ L S Y S T~ ~ i.y<;~ i rt0 R~MAIN C~ILINCs L~ YST~ 05400 - M~?AL FRAMING •''`i`>;,,#` pREFINISNEq PR~~INISN~p PREFINI6NED PI~FINISN~Q 15N~Q I. PARtITI0N6 TO B~ ~RAM~q WITI~ M~tA~ 8?lJp6 (6~~ PARfiItION SCNEpU~~ FOR SrUp SIX~6, CxAG~S, ,4Nq SPAUNCs) ~ 1- : CsALYANIZEq S7EEL 6NEET EXISTINIs V.IF. v6-I aC0115TIG ACT-I 9'-0" AFF. WALL SYStEM WALI. 9Y9tEM WA~L 5Y61~M I 218 STORAC~E ?0 R~MAIN CEILINCs rIL~ WALL 5Y5T~M Y61~M : D~~P L~Cs DE~LECTION TRACK SN f15 CsAJ,'SLP-TRK' 8Y OLISTfC ~ PREFINISNEq P1~FINI9NEp PR~fIN{SNED PREFfNI ISN~q 2. IN9?ALL 1" D~EP L~Cs D~FLECTION 1RACK Ar ALL PARTITIONS IUNICN ~X1~ND TO R00~1 ~LOOR D~CK ALLOIU Y5?~ FOR qEFLECTION OF TRAGK IN51DE OF CsYP. BRD. A??AG~IMENT. ~ 9TEM5 ING. Ex15tING v.IF. vB-I A~ ACT-I 9-0 AFF. SLIP ?RAGK WALL 9Y 219 AUDIT ROOM ~ WAL~ 9YST~M WAL~. 9Y9T~M WALL 6Y97~ WALL 6Y8?~ u' t0 REMAIN C~ILINC~ T~E 3. CEI~IrKs J015T5 . i<' CsYP~l1M ~OAI~D ANU 6T q A. SPAN to a~_~" _ 3 5/8", 25 GA, 24~~ o.c. ~ i<,, I SNALL NO? B~ ATTACN~q ' ~ ' ~ qIRECTLY TO pEFLECTION NOTES tI~AGK _ T (N D. vINY~ ~A6E IS t0 ~E F'ROVIpEp 1' 4~ R O I K s N a l t E N? I R~ 1' E N A N T 6 1' A G~ - G O L O R A N D S T Y L E T O I. vGt FLOORINCs ?0 IN COFF~E / GOPI' ROOM ,4ND qATA RODM ONLY GO~OR ANq 9TYLE 10 BE qE E~'1 E ANp STYLE TO aE qE7~l~'11N~D. B. bl'AN 1012'-0" - 6",10 CsA, 24" O.C. C. OR A5 NO?Ep ON q~,4WIPlC,B. : ~i'; ..:...,.:i<. . ~ i"":;,~._.:::~ i. AGN 61D~ ? I ~R MANl1FAGTl1R~R SPEGIFICATIONS - GOLOR TO ~E S~LEGTED. 5/8 G1'P~l1M P~AI~ Ov~R E q~~, FINI6NED CsYP~IJM ~OARD PARrI?IONS AR~ TO 6~ P1~IMED AND PAINTEp WItH TWD GOAT9 OF FINI6N PAIN , APPL Ep P ~ ~ OF 3 5/8" OR 1112 (25 CsAI MTL. 9tLID g i . ~ , i,. „ ~ : i=;.; i, . 24 D.G. FULL HEICsNT w/ 2 U2 6011ND ~i~s - al.oclat~ z A1?EKIlA?INCs ~A1? IN5l1LATI0N 1~X1'~Np ? TO D~CIV 5~~ P~-'~ 5I8" CsYPSUM ~OARq OvER tIGN ~ SC~~~u~~ I. I'ROVIpE 2 x 4 BLOCKINCs WIt4~IN TNE U1AI.L5 FOR A??ACNMENT ANq 61JPPOR? OF COl1N?~RTOPS, SNE~VE6, SNEI.F ~ ~ METAL 9TUq FRAMINCs (5~E PARTI?ION SCNEqULE1 6fiANDaRqS, TOILE? ROOM AGC~550RI~S, ANq WA?~R N~AT~R SN~LF IUN~R~ SNOWN ON 7N~ qRAIUINCsS. ~ ~ MARfC RA?ING NO1~S D~6GRII'?ION E6GRII'?ION qlACsfZAM D~P1N ~ ~ ~ fA - t~~) ATTACN META~ 5t11p INON RA 0 BLOGKINC~ SGAI.~: 3 I ?OlUO D 09260 - CsYp6llhl p0,4RD ~XISTINCs PaR?I1'ION / ~RAMINCs 70 RE' ~XI9?INC~ CONS?RIJC?fON TYPE VARIES, PATCN~ ~RAMINCs 70 REM,41N, 1. PARTITION6 FUI2R~D WALLS 5I8" CsYPSIJM 60ARp,1J5~ M016TLII~E R~61S?AN? AT ?OI~~T ROOMS, JANITOR C~ObE? /ARIES, PATCN/REPAIR GYP~1M yAR~~S WALLS, AND PLUM~ING FIXIURE LOCAtI0N5. Q 0 Z _ GONtINIlOllS h1E?AL A WALL / SOARq A9 REQUIRED. IbEE 6NELL Bt -----~~-~~~-~A.~ J-~~AD AT GYP PARTItION .(bEE 6NELL BUILDING 2. TAP~, APPLY JOINt GOMPOl1ND AND SaNq PR~P ~OR SP~CI~I~p FINI9N. EDCs~S ANq GORNERS TO NAv~ M~TAL ~l 0 ~ ~ . ~ r, ; DOGUh'1~NTA1'ION) ; ; 4~~;~~~;A: ,s BOARD EDC,~ 6EADS. 0 Q; w.~ ~ I 1/2" METAL ---------~Y,~`~ • ~ 3. A~l. CsYP6UM ~OARp C~I~INCsS t0 1/2" rtNICK, UN~~S9 NOT~p OfiN~RIUl6~. N ~ U~, E - ROOF qEGK s~~ ~Y ~ aoa~p oN ~orN 5ip~~ 5/ P oN ~orN 5ip~e o~ z i~z° M~ra~ 4~~~~ " i 5 CsAI s~4" O.G, w/ 1112" SOU CsA~YANIX~D 6Y~~L SN~E? ~ INSrtALL ~IR~ 9A~ING AT 5TUD5 (1 ).G, w/ 11J2" SOUNq 09500 - 5U6P~ND~q C~II.II~Cs ~ V ~ ur s iNr~~io~ arr~NUarioN aarts. ~xr~NV PaRr ~ n~~~~ctioN rRacic ~ , DEEP LE ~ DECK FL ~ :XT~ND PARTItfON TO 6.0. ~ " To PROVIpE A PREFINISN~q 3 3/4° I. INSTAL~ ACOI.~TICAL cEI~IN~ 5Y5T~M5 IN ACCORqANGE WITN A9TM c 63b REc~III~M~NTS, MANUF.'9 INSTALLAI'ION A A ~ g-tRK BY i<,, i:~~~. N~OPREN S~A.L,4N1' ' PR~FINISHEq BRAKE M~tAI. PaRTiTION A~tic c~ILING. G.c. To PROVIpE (15 CsAJ, LP i.. CL051JR~ w/ 9EALAN? OVER ~ ' 6F i B METAL ELfMINA10R 1RACK. TAPE, SLIP TRAGK 5Y57EM6, INC. BETII~EN ULLION ZACIC'. TAPE, 6PAGKLE, AND INSTRUCTIONS, AND GI6CA "C~ILING 9Y5TEM5 NANDBOOK" i,. :i ~ 2x ~.R?. WOOq BLOGKINCs, SANq GYP~l1M BOARq ~OR FINA~ FIN CsYP~l1M ~OARq ANq 9T11q a: ANq ~ M~?AL (N~WI )~OR FINA~ FINI6HE9. b~~ y, p,~~,~ ACOl19TICAL liNl?5 AND ORIENT pIRECTIONALLY PA??E12~IED LINI?5 IN A MI~WER SNOWN 6Y ON TNIS SNE~?. ~F~~GTEq G~I~fNCs PI.ANS. MATGH WINpOW 6YSTEM FINIBN ARTIfiION D~rAIL 'B' ON TNIS SNE~?, SNALL N0r 8~ A?fiACN~O i ; i ~ p DIRECTLY TO qE~IECTION i,<~ ' i pyl E XT~ND N~W M~?AL FF ~ <i PR q TRACK f ~ ,;<i BOARD ON SOtN 51q~8 FROM ?OP 0 ~ N~W M~?AL F INCs wl C~YPSUM 3, 61J51'~ND CEILINCs NANG~RS FROM BIJI~qING 91RUCTURAL M~M~Ei~ fN AGCORpANCE WITN MA~fl1FACT~RINCs f~ :S FROM ?OP 0~ EXI51'ING Sp~CIFiCATfON9. , py~~ ; i.:~ ~XI9fiINCs ALIJMINUM WINQOW INT~RIOR F~~~ TO UNqERSIpE OF FLOOR ql 918 GYP. RRD~~ ~ = f, )E OF FLOOR qECiC a60YE. TYP. f~ O T. 5TUD5 9Y9T~M AND CsLA56 PaR1'ITION qT FIL~ ROOM "104, ME~TINCs ROOh1 3 5/S OR 2112 M L Ci E~TINCs ROOh1 "1m6, DATA ROOM Y, 41/8" 4, INSTALI. AGOUStfCA~ PANEI.6 IN GOORpINA?ION WITN SU6PEN510N 5Y8T~hl, WI1N EqCsE9 GONC~A~Eq ~1' ~IIPPOR? r ' f25 CsA) s 24" O.C. w12112" i< i::: ~XI9tINCs/ +~~p8 t IllORK ROOM ~109.1'AP~ SPACI 09.1'AP~ SPACiCI.~ AND SAND OF SI,~P~N610N M~M~~R9. 6GRI~E ANp Cll? PAN~L6 TO FI? AGGl1RAT~~Y AT 60Rp~R6 ANq AT P~N~YRATION6. Q D REPAIR EXI9tINCs PaRTI?IONS ~ ~ OUND A?T~NUAYINCs BA?fi5 i; „~-"'~<<:;, i:~,. N~~~ F 0 1 2 F I N I B H, P A T G H A N D R E P A I R E X I 9 5 '<i rNAT MAIN (Y,IFJ. w~~. ~~i~Nr ° ~ ~is° CsYPSUM SOARD ON 801N 51p~~ 09650 - YINYI. COP'IP0811'ION 1'II.~ ArID BA~ ~ ay aorN sip~s o~ Q s 3 5/8" M~TAL 9TUD6 l20 CsA) + 14" 0. NEICsN? q??ENUA?ION ~Att6. EXTEND PARTII 20 CsA) + 14" O.G. wl 1 I/2" 5011N0 I, GONGI~?~ 5116 FLOOR9 TO ~E OF 5M00?N ANp l1NIF01~M 6TEEL 1ROW~L FINISµ, Ff~E OF CIII~INCs OR bEA~INC~ ~ p INT~RIOiZ UNq~R91qE OF FLOOR q~CK A~011~. EXTEND PARTI?lON TO s` 41J8" COMPOl~NDS. ~ O J } ' ,.;t S gY C~. : q~CK A~OV~. ?,41'E, SPACKLE, f Y . ; - PARrITION ANq SAND GYP~IJr'I 60A~ ~OR FfN~ OA~ ~OR FfNAL 1. INSTALL WITN AD4~E51YE A5 RECOMMENDEQ BY MANl1FACTURER C ~N~~~ FINISNES. 6EE DETAIL 'D' ON TNI6 6N .'D' ON TNI6 6NEET. 3. INSTALL VC? A8 INDICAT~p ON FLOOR PLAN NdD NOT~D ON ROOM FINISN 6GN~qU~~. PROYIp~ vINYL L~ ~ ~ , . , u (NON-RAt~D) SGA~e~ 3" = I'-o' SGP~LE: 3 - I -0 TRAN5ITIONS ANq REqUCERS AT AL~ AR~AS INpICATEq, WNER~ pII~EREN? FLOOR FINI9N~5 AqJ01N. ~ W INFILI. 518" CsYP6Uh180AR0 ON BO7N 81p~; ON BO7N 81p~5 0~ 3 518" 4. APPLY ACRYLIC FIKI6H PER MAN~FACTIJRERS' INSTRIICTI0N5. 0 ~ i AT 14" O.C. wl 1 U2" 501JND ~ FRAMINCs/ METAL 6TUqS f15 CsA) AT 14 O.C. wl ; C PaRfil1'ION ATI~NUATIDN ~A??5 FULL NEICsN? . ~ULL NEICsN? . E_ ~e~, 41/8" ~ Q L ~ ~ G llU/fN 09680 - CAi~? EXIS?ING) IN-~ILL Afi ~ORM~R DOOR OP~NING L OOR OP~NINC~ LOCATION9. ~ I. GONCR~1~ 9UB FLOORS TO 6~ FULLY GuRED, qRY, AND CL~AN, FR~~ 0~ CI2ACK5, SPALLS AND OrN~R 51JRFACE ~ LL ~ IMPERFEG710N5. PATGN AND FLOAT WITN AN AGRYLIC i'ORl'LAND GEMENl' I'ATCNINCs l1NDERLAYMENT. L_~ 9'_0"_AFF.-------- QrOl16YIC G~ILINCs IN?ERIOR PRE-~NCsINE~RED INt~RIOR O~FIC~ P ~RIOR O~FIC~ MODULAR 1. INStALL WITN A LAtEX SA6Ep ApuESIVE APPROVEq SY TNE CARPET MANl1FAC?URER ~ ~ ~ ~ ~ PROVIpE RECEPTOR pFFICE FUI~IITUI~E 5Y6TEM wl SoLlq FaBRiG 50LIq FaBRIG OR ~LA55 YARI~S 3. U9~ ROB~RrS'4013 9EAM 9~AL~R OR Ec~IAL At JOIN?5. L. ~ ~ " T ~ AR?IT10N PANEL GONSTRl1GtI0N, q00126, NARC i i TOP TRAG~C U4 MIN. A P q00126, NARDW,412~ ANp JANT. 4. i'ROVIDE MEI~GER ~105 OR JONN60NI?E "EG-28-N REDUCER AT CARPEI' TO CONGREI'E, AND JONNSONII'E ~ 0- U W ` ~ FINISNEp C~ILINCs CzRlp (NEW) WALL 5Y6?~M 81' T~NANT. ~lJSP~NDEq AGOU571C GEILINCs ~ ~ ` !1'YPICAL). "C?A-18-A R~DUG~R AT CARPET 10 VC?. _ GRID aND TIL~S A? 9-0 A~~. i i. (5EE FINISN SCHEDULEJ i i . i i:~. PROVIDE AND ~X?~ND NEW M~TAL F ID NEW M~TAL FRAh11NCs w/ GYP5l1M 09gp~ - pAINTING - ~ ~E5 FROM ?OP OF EXI9TINCs ~ ~ ~ ~ INTERIOR ~a~ ~ ~TN SIpES FROM ?OP L 5/8" GYP~l1M BOARD OYER FRAMINCs ?0 UNqERSIDE OF FLOOR G P,4RrITION DE OF FLOOR DEGiC ABOYE. TYP. , r;s S~' 3 3/4" I. GONTRAGYOR TO GONPIRM 6llITA61Ll?Y OF ~l1RFAGES rt0 R~G~11I~ PAINr. R~PAIR OR R~PAINTINCs OF A POOR m ~ 21/2 OR 3 5/8 f25 CsA.) M~TAL 9?UD5 „ EXI9tINCs/ A? GOI~E / GOPY ROOM ~206. raPl 'OOM ~206. YaP~ SPAGKLE ANq y` FINI6N qU~ TO INSTALLATION OV~R AN UNSIJI?A~L~ OR IMPROPEi~I' Pf2~FAi~D 5U~5TI~At~ 15 TN~ PAfN?ING A? 14 O.G. N~~~ SANq FOR FINISN, PATCN AND REPAI PAR?I?IONS TNA? REMAIN IY.IF.). iCN AND REPAIR EXI9rING CONTRAC?OR'S REbpON51BILl?Y. ~ '1AIN IY.IF.). ln ~ G 1, PR(M~ ~l1RFAG~51'~R MANl1FAC?URER'S REGOMM~NDA?ION9. ~ ~ TA-3.1 TA-3.1 3. PAfNT FINISH SHOULp RE FI~~ OF 1211N9, SAC,E9, WRINKLES, 9?I~tVCS, ANp BRU6N MARKB. Ln ~ ~ SGAL~: 3' = I~-0~ ~ NOt~S y ~ V~RIFY_ I. PROYIDE G~ILINCs REC~P?OR TRAGK A? G~ILINCs ~L~YATION Al i~L~YATION Ar ALL IN?~RIOR, NON-TENANT-q~M151NCs 4. ROLLER APPLI~p PvA ~A~~R/PRIM~R 10 UNFINISNEp CsYPS~IM ROARp ~ll~FACES PRIOR ?0 APPLYINCs tUJO ~ 8.0. ~XIS?INCs i ~ i PARtIrI0N5. FINISN GOATS ISPRAY aPPLICA?ION OF PRIM~R A? EXP05~D G~ILINCs 19 ACG~PIABLE). D~GK ~ ~ ~ YERIFY__ _ i ~Cs CAYIl'1~5 Ar C~ILING L~V~LS OF'~N ?0 CEILINCs PLENUMS. 5• 51'RAY pAINTfNCs WILL ON~Y AGG~PTABLE AT EXP05~D GEI~fNCs EL~MENt&. M OARD AND 2. PROVIp~ FIR~ BA~INCs A? ALL PAR?IYION~URRING CAvl1'1~5 Ar 8.0. EXI9?ING i i i i EX?~ND CsYPSU 8 6. PAIN? ALL NOLLOW M~TAL AND 1U00q DOOR5/FRAM~9 S~MI-GL058. , pECK ~ ~ 9'_0" AFF _ f:;~ SAl'T INSULATION FULL µEICsN? 3, pROyIpE GYP5l1M 60ARD CONTROL JOIN?9 A? 30'_0" O.C, A? ~ > >i AGOlJ6TIC CLCs. tIL~ 10 l1Nq~R51qE OF qECK 30'_0" O.C, A? ALL IN?~RIOR PAR711'IONS (SE~ D~?AIL A/TA-3.1). ~ pafNrlNCs MAT~RIAL9, M~YNODS AND WORICI'1AN5NIP ARE TO PRODUCE A FINI5HE0 PROqUCY OF NICsN QUALIIY ~ ` Copyri~dt 2008. .~ll DraW~n~ ~qay p~ be ~ i~` ~`t 4. 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NUMS~R FINISN REALTY CORPORATION SGAI.~: 1/4' ~ ~~-0° 2Dm REC~P?ION ~100 l2) 3'-0" x _ 2 PR NINC,E9 NAGER 861119 4 U1 x 4 I/1 U526D 12I3'-0" x 8'-0" x I 3/4" EX?. ~XI9TINCs ~XIS?INCs ~Xt. ~x15?ING ~XI9TINCs ~XT. EXt. ~Xl'. 3 ~XISYINCs DOOR510 R~MAIN 5600 BlazerMemorialPkw~ 3-0 4 0 I PASSACsE 5~r P~&T 13KG 0 N I~ p 61'K 11546p ~ ~ 5ude 1D0 501.1q COl'~E NOI.I.OW p,/ Dublin,OH 43017 201A SrtORACx~ ~2m1 3-0 x B- ~ I WALL STOP IVES 4D1 I/1 11526p 3'-0" x B'-0" x I 3/4" A ~Op STAIN I M~TAL PAIHT TA-4.1 1A-4.1 2 1~,3,45,1,8 Phone: (61a) 932-600D Faz: (614) 932~29D ~ ~ 2018 SYORAC,s~ ~1~1 3-B x 8- 3'-B" x 8'-0" x I 3/4" A 50LID CD~ 6TAIN I NOLLOW pAIKT Al ~l 2 1~,3,4,5,1,6,9 WOOq METAL ?A-4.1 TA-4.1 NaRpWARE 6~T ~1 lBTORAC~ 1 FILE ROOM) ~ ~ 20Y ME~tINCs ROOM "202 3-0 x B- QTY. DESGRIPTION MANIJ~. NUM~~R ~INIbN 3'-0" x B'-0" x I 3/4" A SO~ID GOR~ 9rAIN 2 ~~'~'OW PAIK? 'v B/ I 11,3,4,5b7,8 ' ; WOOD METAL ?A-4.1 rA-4.1 so~ip co~ No~~ow a~ a~ - ~b ~ ~Q~ ~ A~~4~~~~~~ 0 0 203 IVAGY ~1D3 " 2 PR NINCsES NAC,ER 861119 4111 x 4 V1 11526p Q ~'R 3 m x 8 ~ ~ ~o ~ 3'-m" x 8'-0" x I 3/4" A ~0~ 9TAIN 2 METAL pAl~t TA-4.1 TA-4.1 I - 1 4 1 , i~,, ~ s~~ ' I 8?0 OM S T Sr 13KC 1 I I~RO E q 5 9TK 11916 q D s= , 50LIq C012E NOLLOW Al ~l I GL05ER LGN 4040 61JPER ~f100THEE QLIIJM. ?04 ~I~~ ROOM ~204 3'-0" x 8'- 3'-0" x 8'-0" x I 3/4" A STAIN I PAIK? 2 1~,3,4,5,1,8,9 ff' ~ =5€3' 1U00p M~TAL ?A-4.1 TA-4.1 I WALI.STOP IvES 401111 115Tbp 205 PRIYAGY ~2D5 3'-0" x 8'- SOLID CORE NOLLOW A/ 8l £ 3'-0" x 8'-0" x I 3/4" A 5?AIN 2 PAIN? I 1,1~,4,5b1,8 ; ~ tU00q M~TAL ?A-4.1 TA-4.1 ~ ~ N,4RpWAR~ 6~t ~3 IENTRY) , , - - 206 3mx8 F ' 33 ~~,~:av ~ ~ 50~Ip C01~ NOLLOW A/ B/ ' ~ 3-m x 8-0 x I 3/4 A STAIN I PAINt I 1~,3,4,5,1,8,9 ~ ~3~x ' D I GO O ME~TfNC~ ROOM ~2m6 501.ID GORE 5~ D R~ F~USN WOOp ~LUSN WOOp QTY. D~SGRIP?fON MANIJP. 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HARpWAR~ TO SE 219 AUqlr ROOM ~219 3'-0" x 8'-i ~1'P~ 1 fiY~~ 2 3 51JPPLIEp FROM YN~ MANIJFAGTl1R~R WI?N BE57 REMOYAR~~ COR~ CYLINDERS 3'-0" x 8'-0" x I 3/4" - - 10 WI?N CONSYRUCI'fON MAST~R-K~YINU. NO?E& 1. PER AqAACs 4.Ibb - MINIMUM MAN~IJV~RfNCs CL~ARANC~ A? p00RS tNA? Ai~ NOT A1110MATIG 1. ALL U100D q00R5 ?0 8E PREFINISN~D 6L PREFINISN~D 6LIC~p Y~N~~R MAFIOC:ANY WITN CN~RRY FINISN, OR POW~R-A5515TEp~OR FRON? APPROACN~S rt0 pU6N 51p~ OF ROORS, N0r ~QIIIPP~p WITN 2. PROVip~ IllALL OR ~LOOR 5?OP5 A? ALL LATCN AND CLOSER SFIALL NAV~ MAN~UV~RINCs SPAC~ T+~AT 19 ?N~ SAM~ WIqtN A5 DOOR ~ 5?OP5 A? ALL DOOR LOCAtI0N5. OPENINCs ANp EXTENpS 48-INCNE6 MfNIMIlM PE~f'ENpICULAR TO TI~E DOORWAY. (k 3. ALL DOOR NANDSE?5 TO BE LEYER TYPE 3E LEYER TYI'E. MOUNT NARDWARE NO HIC~NER TNAN 48" AFF. 8. ALL LOGK6ETS ?0 8~ PROVIp~D WITN A REMOYASLE CON9TRlJCTION CO(~ 5l1PPLI~D z 4. MAXfi~l1M PULL ~ORGES FOR IN?~RIOR D0~ 9~~ P~AN 6~~ PLAN R IN?~RIOR DOOR9 TO B~ 5.0 LBS. BY NARDWAR~ MANUFACTUR~R CONtRACTOR rt0 PROYID~ OIIN~R WITN P~~"tAN~N? ~ CORES FOR MAST~R KEYINCs AT TN~ GOMPL~1'fON OF TN~ PROJ~CT. J ~ 5. PROVIpE SOLIp F.R?.1U00A BLOCKfNG WI' ~LOCKING TO ~XTENp MIN.12" A~OY~ ANC q BLOCKfNG WITNIN STUD WALL FRAh11Nrs AAJACENT TO STRfKE PLA?E. g. DOORS AND FRAM~S ~2018, ~104, ~2m6 ANp 110A AR~ R~LOCA?~p FROM PI~VIOllS IN9?ALLATION. ~!1C u1 ~ 12" A~OY~ ANp BELOW 9TRIKE f'LA1'~. pqINT ANp 5?AIN FINISN YO MA?CN N~W p00R ANp FRA11~ IN5?ALLATION. H~- A- al i i. 5/8" CsYPSIJM BOARp 5/8" GYPSLIM SOAi2D 6. I'ROVIqE qOU~~E JAM~ STUpS A? EAGN I TUpS A? EAGN p00R ANp WINDOW I.OCATION. 10. DOOR9 ~RAMES AND NARDWAR~ AR~ PAR? 0~ MOpULAR WALL SY9T~M TO B~ PROVID~q BT i i: EACN Slp~ ~ACH 51p~ ' . ~ i i i T~NANT. i i.~, ME?AL 91'IJpB (25 C~Aa M~fiAL 5TUQ5 l25 CsA.) p 0 Z i PROVIp~ tRAGK A? 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R~~RICs~RA?OR ; .w~~tt{e cnn~ent of thZ,r~tchii'qct~.; ~ i~ _ i~ 81NK - ~i ~i - C - ii BY T~NANl' (N.I.CJ ~ `.;ti i i I 3/4 WIRE PULL i i ^ C ~ - ~ ii ~ y i, I 3/4 WIRE PULL • a w^ 48" 11° ~y~~ 48° 8~~ 3 U4 " r: ~ ~ . - ii ~ . ii ' _ _ . . \ 3 ~ ~ ~ ~:''i " Ja r) ~,r - Q _ ii = _ - - i'. _ - . . ~ - 0 i i e . . e C C i i~~ ~ i _ _ _ _ CC • ~ , , - 4 ' ~i ~ . ~ _ GF^ ~ ca:~;,, ii - • • '~Y N ~ I ~ (V ~ ~ . . ~ N i - ~ 1 I pA ? d' ~ ~ ~ I I ! I I I I ,A s - ~ - I I N ~ - N 1 I . . ' ; dl - . . 111 ~ ~ >t~y i+1 .9 _ ; ~ I I 0 . . . , i AbTIG LAMINAtE BASE li li PL . . w ~ ~ i ~ i - . . . I S ~ • . , „M - . y., s Drawi~g ~''um~er / C,461N~T ~ i ~ i i ~ . . . ~i . . ~ . . i i . . . . _ ~ ~ - ~ ~ 0 - - ~ T l1 _ A ~ , _ _ ~ ~i ~ - - ~r - ~r ~r 0 e ~ ~ ~ ~ i i . ~ se~v -V LU V.U ; - i c+1 fa: N K1 i I u , ----------F 00 ------FINI6N FL00 FINI6N L R ~~R ; 21_01 _ N „ : :ty., ~ ; 4" NIGN YINYL 4" NIGH VINYL 24" 24 24" 14" 24" 24 48" 2411 242411 24" 13ME ~ASE 24, A B DI5NWA61~ER HY ?kNANT (N.I.CJ DW BC BC BC BC BC BC %M5c 6C lluke dob Number: 4114 (a) AALL/BABE CABINET SECTION :)IOY ELEVATION FAA Job Number: SGAI.E: 3/4" = I'-0' SGAI.~+ I!4" = I',~° SGAI.~~ 3/4 I , 0Q IS" X=12 I~ DOOR NA5 x X , i----- ---i BO?N CL05~R a LA1CN I „ r________ ____I u e ~ i~~ i i------ - i i i ~ ND S ACG~~51~1.E I'I.IJM61NCs ~IX1UR~5 AND ACG~SSORIES - CONTINLt~q C~IER,41. ACCE58181l.ITY 1~ 32" MIN. IN. ~ ~ i „ ~ ~ i REALTY CORPORATION fN ICAY~p DfMEN910N5 AR~ GL~AR~FINISN VALUE9. 4.lbb Dispense~s. roile! paper disp•nsers shall be installed within reach, as shown in ~ig. 29(b). Dispensers that control A~'~' p deliver , or that do not ermit continuous a er flow, shall not be u6ed. ~ ~q I ~ I I I ~ 5600 Blaz~ Memorial Pkwy I ~ I ~ ~ Suile 100 TH A A STANDARqS FOR AGG~551~LE q~SIGN pAT~p 5EP?~MB~R 2m02. ~ p p p 3Y~~ 2. REFER~NG~p 5?ANDARq 15 E D - I I ~ ~ j Dublin, OH 43017 I I ~ Phone; (614) 932-6000 TIONS A ~EO WIl'NIN ?NE ADA 4.1b.1 Water Closete for Children. Water cloeets used rimaril b children a es 11 and oun er shall com I with 3. INDICAI'Eq NOl'E5 ANq DIACsRAMS ILLI~9YRAfiE GOMMON GONDI qDi~ p y y 5 y 9 p y I I ~ ~ ~ Fax, (614) 932~290 ! ~ CC 55161LITY CsIJIDELINES IADAACs). GENERAL CONTRACTOR SNOULD REFERENCE GOMPLE?E ADAACs 4.1b.1 as ermiited by 4,16.1. A E N ~ N9 NOT q~SGRI~~p WItNIN 7N~9~ NOT~B. U Clear Floor 5pace. Glear floor space for water closets noi in stalls shall compl with Fig. 28 except that the ' CsUIqELfNE9 FOR GONqI?IO cenierline of water closets shall be 12 in minimum to 18 in maximum (305 mm to 4 5 mm1 from the side wall uL or artition. Clear floor space may be arranged ~o allow either a IeFt- or right-hand approach. shall be II in minimum to Il in maximum (280 mm to 430 mm) meaeured PULL 91D~ PU9N 91DE X= 36" IF Y= 60" ~ , , ,4CC 531 LE ROUT~ NOl'~8 !2) Neig . The height of water closets , ~ ~ to the to of the todet eeat. Seats ehall not be s run to return to a lifted osition. P 9 X= 42" I~ Y= 54° ` r s 43.1~ Cseneral. All walks, halls, corridore, aislee, ekywalks, tunnele, and other epaces that are part oF an acceesible route (3I Grab Bars. Grab bars for water closets no! loca~e in stalls shall compl with ~6 and Fig. 29 except that ~"q~ ~ ~~~p~t~~~ ehall com I with 43. grab bars shall be mounled IS in minimum to 21 in maximum 1455 mm to 6 5 mmI above the Finish floor p y measured to the rab bar centerline. ?he grab bar bel~ind the water closet shall be 36 in 1915 mm) minimum. ,4pqq~, FIG. 24 lBl - ApAACs. ~ICs. 24 f~) - ADt~ACs. FICs. 25 /B? - NINCs~ 51D~ aPPROACN - f£ ` ~ ICs. 24 f~) - ADAAC~. ~ICs. 25 lA) - FRONT APPR0,4CN - bWINCsINCs DODRS ''r € 43.2 Location. ~xGEPTION If a ministrative authorities reqwre Flush conlrols For flush valves to be located in a poSition GL~AR DOORWAY WIpTN MAXIMIIM D00121llA1' q~P1'N 0121llA1' q~P1'N SWINCsING q00R9 F 4~t: f s £~iA 3, ~ (IJ At least one accessible route within the boundary of the site shall be provided From public transportation stops, ihat conflicts with the location of the rear grab bar, then ihat grab bar may be split or, at water cloaete accessible arkin , and accessible aesen er loading zones, and public streets or sidewalks to the accessible building with a centerhne placement below 15 in 138D mml, a rear grab bar 14 in f610 mm) minimum on the open side p g p the maximum extent Feaeible, coincide with the route for ihe eneral of the ioilet area shall be ermitted. ~4~~ 2~~~ ;€v33 F ; f t ; s s ,.3i entrance they serve. rhe accessible route s all, to 9 p ublic. l4J Flush Controls. Flush controls shall be hsnd operated or automatic and shall comply with 4~1.4. Controls for _ <<<Zi s ?3 ~ . ; , . i p one acce6eible route shall connect accesaible bwldings, Facilities, elemente, and spaces that are on Flush valves shall be mounted on the wide side oF the toilet area no more than 36 in 1915 mm1 above the floor. l2) At leaet Dis ensers, Toile! a er dis ensera shall be installed 14 in minimum to 19 in maximum (35~ mm to 485 mm) ~ i i I ~ ~ ~ ~~fZ~i the same 8ite. p p p t do not ~ ~ i l e s a c e s m e a s u r e d ! o t h e d i s e n s e r c e n t e r h n e. D i s e n s e r s t, h a t c o n t r o l d e l i v e r o r i h a ! 3) A t l e a e t o n e a c c e s s i b l e r o u t e s h a l l c o n n e c t a c c e s s i b l e b u i l d i n g o r F a a l i t y e n i r a n c e s w i t h a l l a c c e s s i b p a b o v e t h e f i n i s h F o o r p p y~ i i- ~ f I I I s~~~F~~F3s~ s a e r f l o w s h a l l n o t b e u s e d. i d w e l h n u n i t s w i t h i n t h e b w l d i n o r F a a l i t . e r m i t c o n t i n u o u , ~ a n d e l e m e n t s a n d w i t h a l l a c c e s s i b l e g g y p p p i ~ 0 C~ ~ ~ ~ ; ~ ~ , ~ i l e d w e l l i n u n i! w i t h t h o s e f 4) A n a c c e s s i b l e r o u t e s h a l l c o n n e c t a t l e a s t o n e a c c e s s ~ b l e ~ n t r a n c e o F e a c h a a e s s b g i I ~ I 1500 West First Avcnue I ~ I Calumbus, Ohio 43212 and interior a aces an d Faci li ties t ha t serve t h e a c c e s s i b l e d w e l l i n g u n i t. 4. 1 1 ? o i l e t 5 t a l l e. i ~ exterior p i i I I ~ P; 614,488.6252 n 1915 mm? exce t at doors lsee 4.13.5 and 4.11.1 Location. Accessible toilet stalls shall be on &n accessible rouis and shall meet the re wrements of 4.111 throu h ~ ~ 433 Ulidth. The minimum clear width of an accessible route shall be 36 i q g i I I ~ F; 614,488,9963 n a wheelchair muat make a tum around an obetruction, the minimum c ear width oF the accebsible 4.Ilb. 4.13h1. IF a er6on i I nd oun er shall be ermitted to com I with a es 2 a ~XC~PTION Toilei stalls used rimaril b children route 8hall e ae shown in Fig.llaJ and lb). p 9 y 9 y 9 P p y ~y~ ~ Cf~ [ ~`S ~ 4.11.1. LpU L 51C ~ s : : c,,.. LPU L 51D~ 43.4 Passin 5 ace. If an accessible route has less than 60 in 11~25 mm) clear width, then pasain spaces at least b0 in p 00 f! lb m). A T-intersection 4.11~ Water Cloeets. Water closets in acce6sible stalis shall com I with 4.16. Y- 54° ~f Y= 54" ~F q00R NAS A CLOSER ~ LATGH bu 60 in (I~ 5 mm by 1525 mm) shall be located at reasonable intervals not to exceed 2 p y Y= 48" IF o~ two corridors or walks is an acceptable passing piace. Y= 48" IF OTNERWI6E 4.113 5ize and Arran ement.lhe size and arrangement of the standard toilet stall shall comply with Fig. 301a), gpU N 51pE 5pu N SIqE 43.5 Nead Room. Acceseible routes shall com I with 4.4.2. Standard 5tall. Stan ard toilet stalls with a minimum depih oF 56 in (1420 mm) (see Fig. 301a)7 shall have wall-mounted Y= 48" IF DOOR NA6 A CL05~R ~~A1CN p y water closets. If the de ih of a standard toilet stall is increased at leas! 3 in f15 mm), then a Floor-mounted water closet AqAACs, FICs.1 p Y= 4Y IF OrN~RWl9~ ApAACs, FICs.15 (C1-1.ATCH 51pE APPI20ACN - Y= 48" I~ DOOR NA5 A GLOS~R 43.6 Surface Textures. The surFace oF an accessible route shall comply with 45. may be ueed. Arrangements ghown for standard toile! stalls may be reversed to allow eit,her a IeF!- or right-hand SWINC~INC~ q00R5 ~ LATCN Y= 42" IF OTNERWISE cq approach. Additional stalis shall be provided in conformance with 4.22.4. yy~~ 0 00 43.151o e. An accessible route with a runnin slope reater than I 20 is a ramp and shall comply with 4.8. Nowhere EXG~P?ION In mstances oF alteration work where provision of a standard stall lFig. 30lall ie technicall p g infea6ible or where lumbin code r wremente reveni combinin existin atalls to rovide e ace, eit r shall the cross slope of an accessible route exceed 50. p 9 ~I p 9 9 p p ~VI~ ~oo~/G LV (V N I {~I I~~ b' aliernate slall (Fi . 30(b)J ma be rovided in lieu oF the standard slall. ~ g y p 111 !ll 11J 43.8 Ghanges in ~evels. Changes in levels along an acceesible route shell compl with 4.~2. IF an accessible route has e~p~; : 12" 36" 12" A ~ chan es in level reater than 1/2 in !13 mm), then a curb ramp, ramp, elevator, or p atForm IiPt las permitted in 4.13 and 4.11.4 ?oe Clearances. In standard stalis, the Froni partilion and at least one side parlition shall provide a toe clearance g g 4 4.10 or 4.11 res ectivel . An accessible route does not include oF at least 9 in (130 mm) above the Floor. IF the de th of the stall is reaier than 60 in 11525 mm), then the toe clearance 4.IbJ shall be provided that complies with 4.1, .8, '~~p y p stairs, steps, or escalators. 6ee deFinition of egress, means of in 3.5. is not reqwred. ~ an accessible route shall com 1 with 4.13. 4.11.~ Doors. ?odet stdll doors, including door hardware, shall compl with 4.13. If toilet stall dp roach is from the latch 4g" MIN. 43.9 Doors. Doors along p y 48" MIN. 1// ~m~` v-"- a side of the stall door, clearance between the door side of the sta and an obstruciion ma e reduced to a minimum oF y 9 . ~ o ~ 43.1m~ cgrees. Acceesible routes servin any accees~ble 6pace or element shall aleo serve as a means oF egress for 41 in 11m65 mmJ (Fig. 30). i ~ ~ _ I 1 ~ emergencies or connect to an accessib e area of regcue aseistance. - 4.11lo C~rab Bars. Cuab bars complyin with the lengih and positioning shown in Fig. 301aJ, (b), lc), and !d) shall be ~ ~ ~ I provided. Csrab bars may be mounte with any desired meihod as lon as they have a ripping surFace at the loc~tions I I ~ I I ACCES616LE DOOR N01E8 shown and do not obetruct the required clear Ploor area. Csrab bars s a II comply with 4 6. 1 j I m ~ i 4.13.1 Csaneraf. Doors re uired to be accessible by 4.1 shall comply with the requirements of 4.13. 4.11.1 ?oilet 5talls for Children. Toilet stalls used primarily by children ages 12 and younger shall comply with 4.11.1 as i I ermitt~d b 4.11.1. p meane of assa e at an lU ier Closets. Water closets in accessible stalls shall com I with 4.Ib.l. 4.131 Revolvin poors and Turnstiles. Revolving doors or turnsiiles shall not be the only p g p y g ible route. An accessible ate or door shall be rovided ad acent to the (1) Sae and Arran emeni. l'he srze and arran ement of the standard ioilet stall eh~ll comply with 4.113 dnd Fig. acceesibfe entrance or alon an access p J g 9 ADAAG. FICs. 3(A) - bD" DIAM~1~1~ ADAAG. FIG. 3(~) - t-SNAP~p 9 g tumslile or revolvin door and shall be so designed as to faalitate the same use patiern. 301a), 5tandard 5tall, except tha! the centerline of waler closets shall be 12 in minimum to 18 in maximum (305 - - TlJ(d~11NG RADIU6 SPAG~ ~OR 180' tui~l5 g mm to 455 mm) From the aide wall or artition and the minimum d th For stalls with wall-mounted water p a e rovided where ermitted ~ 4.133 Csates. Gates, including ticket gates, shall meet all applicable speciFications of 4,13. closets shall be ~9 in {1580 mm). Altemate slalls compl ing with i. 30(b) m y b p p b 4.113 except that the stall shall have a minimwn dept oF 69 in 1145 mmJ where wall mounted water 4.13.4 Double-LeaF Doorwa s. IF doorways have two independently operated door leaves, then at least one leaf shall c osets are provided. " ~ - rwo ~i~G~~ ~00~5 i~ 5~~~~5 GL~~r~ S~~rG~ ~0~ TU~NS ~ ~ et the s eafications in .13.5 and 4.13b. That IeaF shall be an active leaf. (3) Toe Glearances. In standard slalis, the froni partiiion and at least one side partition shall provide a toe ~ ~ me p clearance oF ai least 12 in (305 mm) above the Pinish Floor. SGp~LE: I/4' = I'-0° G SGI~: I/4' = I'-0° ~ ~o 4.13.5 Glear Width. poorways 5hall have a minimum clear opening oF 32 in (815 mmJ with the door open 90 degreee, (4I Doors. ?oilet stall doors shall comply with 4.115. measured between ihe Face of the door and the opposite sto (see Fig. 24fa), lb), lc), and ldJ). Openin s more than 14 (5I C~ab 6ars. Csrab bars shall com ly with 4.Ilb and ihe length and positioning shown in ~i . 30fa), lbl, lc), and in (610 mm) in de ih shall com f with 41. and 433 lsee Fig. 24 e~). EXGEPTION Doors not requiring fu user ld) except that grab bars sha i be mounted 18 m minimum to 21 in maximum (455 mm to 6 mm) above the p p y reduced to 2m in (510 mmJ minimum, finish floor measured to the rab bar centerline. passage, such as shallow closets, may have the clear opening 0" MAX. Y4~~ . EkCEPtION If administrative aut ritiee r wre flush controls for Flush valvea to be located in a poeition that WN~N X 15 LE66 ?NAN OR E~ E66 ?NAN OR Ef~lAl. „ 30" MAX. 30~~ X 6~IALL SE GREA?ER x 3~ p ~ z Minimum maneuverin clearances at doors that are not automatic or ower- confhcts with ihe location oF the rear rab ar, then that rab bar may be split or, a! water closete with a T01~" TµEN X 6~IALL SE Csl 4.13b Maneuvering Clearances at Doore. g p g 25. ?he floor or round area wit~in ihe re uired clearances shall be level and clear c~nterline lacement below 15 in (380 mm), a rear grab bar 4 in 1610 mm) minimum on the open side of the toilet tNAN OR ~GH.lAL ?0 X ~uAL ?0 x ~ I assisted shail be as shown in Fig. g . EXCEPTION Ent doors to acute care hos ital bedrooms For in-patients s II be exempted from ihe reqwrement for area shall e permitted. ; x o ~ ~ ES5 TNAN 20" TNEN r---- z i laee imension "x" in Fi . 25) iF the door is at least 44 in f1120 mml wide. UII~IIEN X IS LESS TNAN 20" T space at the lat side oF the door g 4.IS llrinals. ~ Y SHALI. BE 48" MAX : 48" MAX ~ Q I N W Ll E 4.13.1 ?wo Doors in 5eries. The minimum s ace betwee~ iwo hin ed or pivoted doors in series shall be 48 in 11220 x ~a p g u1~EN x ~9 20° ro ~5" r~~N mm) plus the width o~ any door swin ing into the space. Doors in series shall swing either in the same direction or away 4.18.1 Cseneral. Accessible unnals shall comply with 4.18. ~ gNALI. BE 44" MAX. 0" T015" ?NEN Y ~ ~ v ~ ~ 4 4 ~ ~ b I4" MAX. ~ ~ ~ ~ ~ ~3 u ~ From the 5pace belween the doors see Fig. 2bJ. v 4.18.1 Neight. Urinale shall be stall-type or wall-hung with an elongated rim at a maximum oF 11 in f430 mm) above the L-----~ m ~n A A U 4.13,8 ?hresholds at Doorways. Thresholda at doorwaye shall not exceed 3/4 in (19 mm1 in height for exlerior sliding Finish floor. doors or V2 in ll3 mm) for oiher types of doors. Raised thresholds and Ffoor level c~angea ai accessible doorways shall be beveled with a slo e no reater tihan I 2 lsee 45~J. 4.18.3 Clear ~loor 5pace. A clear ~loor space 30 in by 48 in 1160 mm by 1220 mmi shall be provided in front of urinals 48" MAX. ~ p g to allow Forward a roac~. ?his clear s ace shall ad oin or overla an accessible route and shall com I with 41.4. pp p ~ p z ' yO~~ Max 48 MAX. 4.13.9 Door Nardware. Nandles, pulls, latches, lock~, and other operating devices on acceseible doors shall have a llrinal shields that do not extend beyond the front edge oF the urinal rim may be provided wiih 19 in l 3 mm) clearance ApAAG. FIG. 5 l~J - MAXIMUM ~ORWARp ADAACs. FICs. 6(A) - GLEAR FLOOR 6PACE ap~. ~IG. 6(a) - FIICsN AND I.OW 51q~ aqAACs. FI~. 6 lC) - MAkIMIJM 61q~ I~ACN ~ one hand and does not r wre ti h! ras in , ti h! inchin , or twisti oF the wnst to between them. ADAACs. FfCs 5(A) - MAXIMIIM d MINIMUM shape tl~t is easy to grasp with Pq g g p g 9 p 9 "9 ~ACFI OYER AN OB6?Rl1CTI0N PqRqLL~L aPPROACN REACFI LIMIT9 OI/~R 065TR~IC1'ION isms ush-t e mechanisms and lJ-sha ed handles are acc table desi ns. When FORWA(~q REACN LIMI?6 o erate. Lever-operated mechan , p yp , p 9 s idin doors are Full o en, o eratin hardware s~all be exposed and usable from both si es. Nardware reqwred for 4.18.4 Flush Controls. ~lueh controls shall be hand operaied or automaiic, and shall compl with 4~1.4, and shall be I~ O T ~ ~ g y p g 12 0 mm) above finished floor. mounted no more ihan 44 in (1120 mm) above ihe finish floor.4.19 Lavatories and Mirrors.4.9.1 General. The accessible door passage shal be mounted no higher than 48 in ( 2 ~ J reqwremente oF 4.19 6hall apply to lavatory Fixtures, vanities, and bwlt-in lavatonee.4.19~ Neight and Uearances. 4.13.10 qoor Glosere. IF a door has a cloaer, then the eweep period oF the cloeer shall be ad~usted eo that From an ~avatories shall be mounted with ihe rim or counter surFace no hi her than 34 in (865 mm) above the Finieh floor. Provide o en oeition of l0 de rees, the door will take at least 3 seconds to move to a point 3 in ('15 mmJ from the latch, a clearance oP at least 29 in (l35 mmJ above the Finish floor to t bottom oF the apron. Knee and toe clearance shall , p p 9 fUM ~ MINIMUM ~~~G#~ LIMITS ~ .o Q measured to the leading edge oF the door. com ly with Fi . 31. o XCEPTI 1 I.avatories used primarily b children ages 6 thro h 12 shall be permiited !o have an apron SGAL~: 1/4' = I'-0° 4.13.11 qoor 0 enin ~orce. The maximum Force For pushing or ulling o en a door shall be as Followe clearance and a knee clearance 24 in l61 mm) high minimum provi ed that the rim or counter surface is no higher ~ 0 W p g n force a lowable the a ro riaie admmistrative authorit . than 31 in flb0 mml. !II Fire doors shall have the minimum openi g y pp p y p ~ ~ !2J Other doors. EkCEP?ION 2 Lavatories used primarily b children a es 5 and youn er shall not be required to meet these i. c 0 la1 exterior hin ed doora (Reserved). clearances iF cfear floor 6pace for a para lel spproa complying wit 41.4 ia provided. 9 ~ lbl inierior hinged door8 5 lbf (211N ic) slidin or foldin doors 5 Ibf f222N) ?hese forces do not apply to the force required io retract 4.193 Glear ~loor 5pace. A cledr ffoor space 30 in by 48 in f160 mm by 1120 mm) compl ing with 4~.4 shall be oZ g ma hold th~ door in a closed osition. rovided in Fron! of a lavator to allow forward a roacYti ~uch clear ffoor s ace sha ad~oin or overla an accessible latch olts or disengage other devices that y p p y pp p P route and shall extand a maximum oF 19 in f485 mm) underneath the lavatory (see Fig. 31). IF X 16 Cs12EA?ER TNAN 24", ?{~EN ~ Q AN AnDI?IONAL MAN~l1V~R(NCs 4.13.11~ Automatic qoors and Power-Assisted qoors. IF an automatic door is used, then it shall com ly wiih C LE A R 4 NC E O F 6" SI~A L L S E W AN5IBNMA AI56.10-1985. 51ow1 open~ng, low-powered, automatic doors shall comply with AN51 AI 6.19- 4.19.4 ~xpoeed P~pes and SurFaces. Not water and dra~n p~pee under lavator~es shall be ~nsulated or otherw~ee PROVIpEp A6 SNOWrI IF X 15 CzREAT~R TNAN 13"" TNEN ~ Q O AN ADqI?IONAL MAN~IJY~RINCs ~ ~ (f~ y ck faster than 3 aeconds and ahall re uire no more ihan 15 Ibf (66bN) to conFi ured to rotec! a ainsi contacti. There shall be no ehar or abrasive surFaces under lavaiories. 1984. Such doors ehall not open to back c~e q g p g p sto door movement. IF a power-assisted door is used, iis door-opening force shall comply with 4.13.11 and its closing = ' ~ CLEARANGE OF 12" SNALL BE ~ ~ _ - - e and electronicall controlled mechanisms ~ I eha I conform to the requirements in AN51 AI56.19 1984. Appendix Note4.14 Entrances. 4.195 Faucets. Faucets shall comply with 421.4. Lever operated, push ty , y ~ ~ i i x i f'~OVlq~q AS SNOUIN O are examples of acceplable designs. If self-closing valves are ueed t fauceE shall remain open for at least 10 i i ~ i seconds. ~ i = i ~ i -Q X AGC~6vI~LE Pl.Iq~INCs FIXiIl1~8 AND AGG~660RI~8 ~ i--- ~ ~ ~ 0 x i ~ ~r^ ~ O O ~ ~ i ~ m i 4.19b Mirrors. Mirrors 6hall be mounied with the bottom edge oF the reflecting surFace no higher ihan 40 in (1015 mm) ~ i ~ -----i i x i V? L U z 4.15 Drinkin fountains and Water Goolere. above the Finish Floor (eee ~ig. 31). ~ i ~ i i ~ 4g" ~ ~ ~ N N mber, rinlun fountains or water coolers r uired to be accessible b 4.1 shall comply with 430 5i na e. 30" 48" 4.1~.1 Minimum Nu D g =q 9 -o--~ 48" 30" _ ~ 30" 48" 14" ~ 4.1~.4.151~ 6 out Nei h!. 5 outs ehall be no higher than 36 in 1915 mm1, measured from ihe floor or ground surfaces 430.1 C,~neral. 5ignage required to be accessible by 4.1 shall compfy with +.I~e applicable provisions o~ 430. p ApAAG. FIG. 4 lBJ MINIMIJM CLEQR ApAACs. FICs. 4 lC) - T ta the spout outle! eee ig. 21(a ~Cs. FICs. 4 lC) - MINIMIJM Cl.EAR ADAAG• FICs. 4 fp) - MINIMUM C~~AR „ m 4301 Gharact~r Pro ortion. Letters and numbers on si ns shall have a width-to-height ratio beEween 3 5 and I I and a F~OOR SPACE WNEELCNAIRS - FLOOR 6PAG~ WNE p g ~RON?APPROAGN PaRALL~~ AP ~OR 6PAG~ WNEELG4~AIR5 - ~LOOR SPAC~ IN ALC011~5 O ~ PaRALL~~ APPROACN ApAACs. FICs. 4(~) - AppITIONA~ ~ Q 4.153 S out Locat~on. The spouts of drinlun Fountains and water coolers shall be at the Front oF the unit and shall direct stroke-width-to-height ratio between 15 and 110. MANELIVERINCs GLEARANCES ~OR ALCOVES ~ ~ Q p a ector that ia aralle or nearl arallel to the front oF the unit. The spout ehall provide a Flow oF the wat~r Flow in a tr ~ y p y p water a! least 4 in 1100 mm) hi h eo as to allow the insertion oF a cup or glass under the Flow oF water. On an accessible 4303 Character Nei h!. Characters and numbers on signs ehall be a¢ed according to the viewing distance from which ~ ~ g out must be ositioned so the flow of water is wilhin 3 in (15 mm) of the are to be read. he minimum hei ht is measured usin an er case X. Lower case characters are ermiited. drinking ~ountain with a round or oval bowl, the sp p y g 9 upp p the fron! edge of the fountain. Nei~ht Above Finished ~loor Minimum Characler Neiah! 0 4.15.4 Controls. Gontrols shall comply with 421.4. I~it controle shall be front mounted or side mounied near the fYont Suspended or Pro~ected Overhead 3 in (l~ mm1 minimum JM GL~~r~ ~L00~ S~~G~ - WH~~LGH~rl~S in comphance with 4.41 ~ edge. ~ = i u ~ ra ised I/4 I -0 4.155 Clearances. 430.4 Raieed and Brailled Characters and Pictorial 5ymbol 9igns (Picto rams). Letlere and numerals shall be Copyri~ht ~0 I,f~.".All Dra inge may not be (1) Wall- and osi-mounled cantilevered unite shall have a clear knee s ace between the boitom oF 1/32 in 10.8 mm) minimum, upper case, eans seriF or simple serif ty e and shal be accompanied with Grade 2 Braille. 32„ b0~~ use~; i1~pGcated, or altergb vri~hout lha b0" ~yrikten cpnsent of the Archrtec~w p ound at least 21 in 1685 mmI hi h, 3 in (160 mm) wide, and 11 in to 19 in f430 Raised characiers shall be ai least 5/8 in llb mm) hi h, but no i her than 2 in (50 mm). Pictograms shall be the apron and the Floor or gr g 9 9 Ern : ~ mm to 485 mm) dee lsee Fi .11la) and (b)l. 5uch units shall also have a minimum cle&r Floor spece accompanied b the equivalent verbal description placed directly below the pictogram. The border dimension of the p to allow a er5on in 8 wheelchair to a roach ihe unit faan forward. icto ram shall e 6 in 1152 mm) minimum in hei ht. 30 in b 48 in llb0 mm by I? 0 mm) p pp 9 p g 5 ,a I ~ - ~ r----- ~ N u EXG~P ION These clearancea shall not be reqwred at units used primarily by children agee 12 and younger i wiih 41.4 is rovided and where the 5 out is no 430.5 ~inish and Contrast. ?he characters and bac round of si ns shall be e shell, matte, or other non- lare ~inish. w ~ t.~3 ~ ~ ft ~ ~ where clear floor s ace for a parallel approach comply ng p p g gg 9 i mm) measured From the Floor or round surface to the s out outlet, Characters and s mbols ehall contra6t with their bac round either light charactere on a dark back~round or dark z i higher than 30 in ( 60 , 9 p y (2) Free-standin or built-in units not havin a clear space under ihem shall have a clear floor space at least characters on a light background. ~ ~ I 1 ~ ~ ~ ~ rt~..~ i ~ t~ r a l' ~ r 1 ~,.1~ g g elchair to make a arallel a roach to the ~ 1220 mm) that allows a erson in a whe i ~ Q 30 in by 48 in (160 mm b p p pp ~ C i, ~ C 6 ~ l~ n. i ~ A J and l J). This clear floor s ace shall com I wiih 41.4. 430b Mountin Location and Nei ht. Uhere permanent identification is provided For rooms and s aces, signs shall be i ~ unit lsee Fig. 211c p p 9 9 installed on the wall ad~acent to t latch side of the door. Where there is no wall space to the atch side of the door, ~ u ~ e%~ 6Y 4.16 Water Glosets. including at double leaf doors, signs shall be placed on the nearest ad~acenE wall. Mounting hei ht shall be 60 in 11525 ~ - mml above the fir~ish floor io lhe centerline oF the sign. Mounting location For such signage ~II e so that a pe~son may i ~F i ~ ~ D"r~~5a~r~~V~im~ r~ 5 ~ `;r~ I3~ 4.16.1 Cseneral. Acceseible water closeis shall comply with 4.1b.1 through 4.Ibb. ~XC~PTION Ulaler closets used a roach within 3 in !16 mmJ oP signage withoui •ncountering protruding ob~ects or standing within ihe swing of a i i ~~L i rimaril b children ages 12 and younger shall be permiited to comply with 4,16.1. oor. ~_____i n~ _---J I p y9 A 1/ 9/'Icmr ~i,,.,. o,ha~p r.~Par rloor 5nace for water closets not in etalls shall comply with Fig. 28. Clear Floor space 430.15ymbola of Acceasibility. . QpQQCs, ~ICs. I- MINIMI~`1 CLEAR ADAACs. ~ICs. 2- MIN ~ACs. ~ICs. 2- MINIMUM CL~AR T A~~~ mavy be arranged to allow either a leFt-handed or right-handed approach. (U Fac I ties and elements requ red to be ident r ed as access ble b 4.1 shall use the nternat ona I symboi or WIpTN FOR 51NCsLE WFIEELCHAIR WIDTN FOR 1'UJO 1llH >TN FOR 1'UJO WNEELGNAIRS ¦ iff s ¦ 0 4.169 accessibility. The symbol shall be displayed as shown in Fig. 431a and (b). Neighl. The height of water closete ehall be 11 in !019 in f430 mm to 485 mmJ, meaeured to the iop of ihe todet (2) Volume Control ?elephones. ?elephones required !o have a volume control by 4.13(I1Xb) shall be ideniiFied seat /see Fi. 29(b)J. 5eats shall not be s rung to return to a hFted position. by a sign containing a depiction of a tele e handset with radiaiin sound waves. p .M I ~Nl M~U M~0~1 1~ g p (3) ?ex! Tele hones (1'YYs). ?ext tele es (1 Ys) r~wred by 4.13(11Xc) e-ha II be identined b ihe M C+,.EAI\ AIDTH Duke Job Number: Grab Sars. C~rab bars For water closeto not located in stalls shail comply with 426 and Fig.19. The grab bar international TTY symbol fFig 4 c)I. In addition, if a Pacility has a ublic text telephone (T Y), directioral ehail be 36 in 1915 mml minimum. signa e indicating the location of the nearest text tele e(1 ) shall be placed ddjacent to all banks SGAIl'~ I/4' = I'-0' behind the water closet of te ephones which do not contain a text telephone (1 Y). 5uch directional si nage shall include the 4.165 Flush Controls. Flush controls shall be hand operated or automaiic and shall com ly with 411.4. Controls for international ??Y symbol. If a Facility has no banks of telephones, the directiona signage shall be provided FAA Job Number: flush valves shall be mounted on the wide side of toilet areas no more than 44 in (112 mm) above the floor. at the entrance le. in a building directory). • (4) Aesistive Ligtenin stems. In asswnbly areas where permanently installed assistive lisrening systems are 08115,00 required b 4.131 X I the availability of such s stems shall be identiFied with signage that includes the internationa eymbol of access for hearing loss (ig 43(d)). ~,8 ~ C~ N J J,8 K ~ K ~u~~ c,~~,ai. r~or~s aNn ~a~~car~or~s: i aa.1 wo~c ~l.L B~ ~N accoRpaNC~ WItN r~E oHio PI~BI~ copE aw~ locAl. cov~. ~ All WORK 9NALG BE I~AI2~iN1ED TO BE FREE FROM DF~ECT9 IN LA60R AND MATERIAlB FOR A PERIOD OF ONE TE,4R AFi~R ?NE DA?E OF ~188iAN?IAL COMPLETIODI ~n oo~aunoN ~ Pll~'~IN~s ~Uq-GONtt~ACiOR t0 SEUIRE All F'EI~11?~, CJ~I'EC~IONS AND ~E3T REGXIIREq. PAY ALL FEES MYDIvED. ~~q? 3~phllT MANIFACNf~R'8 SNOP DRAWMUS FOR EN~sQ~ER'8 REYI~W PRIOR 10 ORqFRING OF ~QIIIFME~ REVIEW 19 FOR C~NERAI. COh~I.IpNC~ I I WItN iNE DESKa~I IN?ENL CON1RACi0R 18 RESPONSI6L~ ~R ~lJaN?IilEB, DIMEN510NS AND ACCE~ORY IT~MS NEC~S3ARY FOR COf1PL~TE p~~~~ppp ~ ~ ~ ~ ~ ~ INSiALLArICN3. PROYIpE ONE 5E~ OF i~Lll~ A5-BIIILT PRINiS t0 INnICA?E AN'f Mq71PICAflON3 MADE ?0 iNE ORKsPJAL DESI~I pRAWINGg, Fie ~ i~D ACCIIRA~ELY LOCAtE Al.L plPi~'s 6ERI~ICES, INVE~i9, EtC. PRDYIDE ?WO OPERA?ION AND MAINiENANCE MDN~JALS M 3~RING 81NDE~ t0 ~ - - - - - - - - - - - - - INCLIJpE MAMFACiIII~R'S 01'EERAtION AND MA~IIEWANCE MAI~JAI., ~ERIIIC~ AND WARRANiY 1~1AilON, AND COh1PLETE 5Ei8 OF REYI~II~D ~ SIaOP DRAIUIWa3. 4 SANIiAR1' W,43?E WJD YEN? pIpMG 9NAl.l 8E 9?D. I~EK~Hi CA31 II~ON OR DlW COppER i116E WITN pf~4INt~GE FIttINC~. „ 5 W,41~R PIPCJCs SNALL 8~ il'PE'L' HAf~ COPI'EEP WI? WROl1CaN? COppER SOLqER FIttq~S ALL MA1~~IA18 9HAl.L BE CE~t~IED A5'LEAq-FREE'. _ PROYID~ DI~LECiRIC I~IONB A? COMJEC'~ION3 OF pI~IMILAR ME1AL8. IN34~A1E WI~I A~'1A~L~X IN~IlLAr10~1, q~]~ - - - - - - =T - - - - - - - o~ - - - - - - - - Z 6 VAl.VEB t0 8E ~0+ Il?~ 3•pAR16RONX~ 60qY BALL VALVES, 61MILAR ?0 NI6C0, MILWAI~E, Ap01.10. 1 PLII'IBPJG FIX1ll~8 SNDJ.L BE A3 5C4aEDUl.ED, COP1Pl.EiE WItN tRAP3, 8?OP VAd.VE9, FLpc16lE SI~PLIEB, AND ACCESSORIEB REf~IIII~ED FOR ~ ~ „ ~ ~ ~ COMpI.ETE IN9IALLAflON3 PER MAMJFACi'I~ER'8 IN~'I'}~1GTION3 AND 1NE PLII~ING CODE. CA4~.K BE1WE~1 FIXNRE9 ANq 81111DING 2 3 ~ACEB WITN LAi~k CAI~JC, COLOR t0 ~t41CN FIX1lJ~, ~sr~ ~ oN Ru io ~ fi ~ ai . o~ic~ ~ 2I2 I I p~ I ~ ~ PRIY,4GY 5 Fl)(IURE CGNNECTION 3CNEDULE 203 . MW~C DESCRIPTION WASTE YENT NOl' Ub4?ER GOLp WAT~R 13m1~PatIlMtAnma ~ilubgy ~WW K~fl3 8•I BREAKI~'LSMIC I•Vt' I•V4~ V1~ U1~ ~~~.~t ]P:614A~.S~3 I I I I I I ARCHITECTB G tION R~ ~P 2m0 ; I'ROVIpE 3/8' NW ANq qRAW N06E CC~t~CilON3 FOR pI~I~ER ~ M~~tING ROOM ~ pROVIDE 3!8' CW CON~C?ION ?d ~tOR ICE MM~4KKER f'ROYIDE 9i0P YALYEB FOR ~ACN. 2~6 ~ o~lc~ ~ ; 213 ~ . I I I I II II ~ILE ROOM 204 - - - - - - - - - - 4.8 . ~a re ~u t ; ; ii~ i. i, i. N I°ROVIDE FINAL NUJ ~cria~ To . 2 I ~i~wa~~R E uu caa~crio~ ro ice I MAKER AND i'ENANr6 FIL?EREp WA?ER I I I ~ ~ ~ lAll? PER M~2'8 IN9Ti~lCtI0N8 WI1'N 8T01' OP~N OF~IC~ ~ VALYE A? EACN COI~JECtION 2 ~ ~ ~1 ~ 9 _ _ _ _ _ - - _ 5 I ~~I I I ~ II U~ 1 ' FIXIURE SCHEDULE COFFEE/GO ~ a 207 cara.c~ ~ o a MAR4C 1~5CRIPiION MANFAG141~R N.~18~R FAlJG~1 pRAIN C~ENERAI. N01~g p~ I ~1 S~K ELKAT •3311 ~I.KAI' " ~p~.~ 'I~jD SPRA~R~IANT FAll~T. I I I I 9iAINLE53 BiEEL, 33' X 22', g`~ COl1NiER10P, iW0 COF1PARihIENt LK•4301-F PR0IIIDE BAOGER Y DI~ER 120YAC W ONE 80~.. SAN At D ~ UJO /~RK r~/~ 2!G/9 L 1LJ ~'~u R~~II~EACE~I FIXi ~YIUII~N 11RAp~, ~~AT~~O ~JpJ s~qR~A~T?0 WAI~~ AN'~C~.IES A~ 510~1'~. ~ ~ ~ q0 NOt I~IN . 3/4 ANY PIpIPKa OYE ~ I I ELEC, ~G~JIP. I COORq. WITN PRINt COP4JEC? A? EXIBTINCs , 6LqG. MCsR 2 4" SMI 9?ACfC 91UB 22 A? l~T GNa6E ~ 0 - - - - - o - - - . ~ ~ ~ N~ ~ ai~ a~lt. ~ ~ ~ ~ NW ~ Y~.,~ ~ ~ ~ I I I CORRIDOR - 21~ ~ ~ qISPO~R W/ pRAiN NOSE Ic~ FROM DlU I~ 214 ~ I I ~-in° I~ ~ I 1 I I II cor~cr cw ro Ma~x ar cNa~. caa~cr ~w To exisrir~ u~ AuDIT R A? MOP 51P9C aqJ.10 ~L~YA?ORS 2 ~g COORqINATE POINtB 0~ COrAIEC?ICN - corw~ct ro 0 IUITN BI.pG. hKsR OFFIC~ ~k181'ING „C 4" SfACK O ~ 215 I 15 C~ ON R 710 I I I ~ STACK 'A• r ~ ~ Af - N,~ ~ ~ O ~ .n 5r~~~ - - . ~ ~ 21s .c_ ~ ~ ~ I OFFI I 216 a ~o o~ ~ W o. ~ 0~1 ~ l~~ 2 »I f 8 ~ ~ - - - - - - - - _ - - _ - - ~ ~Q ~ - 9 ~ A. V ~ ~ ~ _ ~ ~ - - - - - ~ ~ I I 1 1 I I II m ~ ~ 0 ~TM - - - _ _ _ ~ ~~~~a ~c~.e: ue~ = i~-0M R.P. PLUMBING 3565 ST. RT.132 AMELIA, OHIO 45102 P 1 (513) 797-6332 Michael T. Collins P.E. ~ ~~~~=bW. y ' Consulting Engineer 1 : T N: 9180 Hawthorne Point I Westerville, Ohio 43082 ~~~~~mber. s NAL , (614)898-0132 Fax (614)898-0134 08115.00 _ _ _ N J JB K g ~ C~ K E E u r~w ai~ o~vic~ ro ~uir NV~C 5~'~Cf~IC,~~'IONS: ~n~~?~ NEW ROOM LAYOIIT. exr~ ~ 8 0 TO EXIBTING 10NE MAIN plJGt. l?YPICAd.I ~ cartRacroR ro v~~i~r sit~ ~i~~p coNpirio~g ~io~ ro LAYOIIT OF HI5 WOI~C AIR A~YIC~ LOCA?ION3 6NALL 8E COOI~INA1~q WITH I~FL~C1~D CEILINCs pLAN. Fi~ ~ i18~0 1 Al.L WORfC 3NALL ~E fN C4f~01~'1WJGE U11?~ tHE 2001 ~qli'ION OF TN~ OPC, TN~ OMC aND 7N~ I~G~,IIREMENI'8 OF DUBLIN, ONIO. CONTRACrOR ~ ~IA~L ~C~4f~ AI.L I~GllJli~p P~~"Ili'9 ANp IN51~C1'IONS, ANq ~ PAY ANY FE~S INYDI.YEq. -K 1~.K~1 -ir A~ p_u~ •ir z00 200 ~rb~ p~ -A~? A~~€? -~c 2P0 ~0D 3 pUGTlU01~C bNAI.L BE CsAI.VaNITEq 5HEE1M~r~l. GON9?I~JC~Eq 1 „ 15 Zp~ 200 200 200 Z DIM~N~310~N3 BCNO~Il~JrON f'LA~N3 AI~ LEAR ~QI~fLOW qI~MkT~1810N9. - - - _ u ' ~ i~ ~ i I' l I IN5l1l.A?~ GONC~AI.~q pIJC?WOI~C WItN R-1 FIBEI~CxI.A33 qllCT IN~,IL. W/FSfC YApOR ~AI~IE1~ JACK~T. (Of'TION: I" COA1'~q qUGT I 3 LIN~R ).41.L MA?~RIAI.S ~FlAIL 25/50 ~II~l~10K~ RAi~q. I 1 ~INAL GOt~IECtION TO aIR q~YiCE3 MAY BE MADE WItN ISfi ~ ~ON Rl~ 10 ' M ~tl RO ul OF~fGE MAXIMI~16' I.ONG IN~,ILATEq CLA~ I PLEk AIR DIJC?. 4 PROVIDE M,4NUAl. BALANCINCs qAMPER3 A? ALL TAKEO~F3. rt R AI ' •p 1(~ 212 PROVIpE PR01llp~ BPIN-IN FlttfrK~. ~AL al.L qllCT JOINtB ii 2f~0 I PRIV.ACY ~ ~ WIi'N OIJC? ~ALAN?. ~ 3 ~ 20 •ir ~ •u ~ -R~ •R~? ~ ~ 5 HY~1C ~G~IIpMENT ~IALL HE A3 SCNEpULEq. IN8?ALL IN 81RICT ACCORpANCE WITN MFR'8 .g~ - INBTI~IJCTIONB. VERIFY ELECrRIC WITN NAMEI'I.ArE RATfNGB. , ' 6 PROVfpE 1'~ST AND BALANCMG OF EArN N~W OR REv15~D ~ ~ -B~ 12~vAC V . . - ~ 9Y8?EM IN ACCORDANGE WItN ~4~48G, NE~B OR A5HiZ4~ Yh ~1~.4~.9~3 mL! ~ IN L? •1 - i ~ 31'tWllA}2~5. IMAY DONE 6Y TN~ CGNTIZAC?OIZ SUPPLY 1 RETLII~I 115 125 ~ ~u ~ u ~ I I 1 pROYIDE fNBTRUCTION OF TENANT'8 PERS01~lEL ON EACH A R C H I T E C T 8 _ 9YSt~M, ANA 1 COPI~B t~ 1~R'8 SIaOP qRAWINCs3 AND C~PtI~ON 10 ~ ~ 20~ ; t0 m I~o 150 01'~1z41'ION ANq MAINTk'TIaNCE M~4NI1~1.8. m 8~I.L FIE~q INSTALLEp pOWER ANq CONTROI. WIRING 54~~1.L ~ ~ M ?ING ROOM EE ~ 2 OFFIGE B~ IN ACCOI~ANJC~ WI?N NFPA 10-1005, NA1'IOty4L ~L~CtRIC p.~ . 213 ; 81 1?~ 9~~W LOCA1'IONS 0~ EXIB?ING N~A? PIJMP ?I~I~'10v?At3 U11tN 180 150 ~g~ TENANr ,4NA pllKE GONB?h~UCi'(ON. I~LOCAt~ ?0 SIJIT 1~NAN? i~ p'? lZ? p-? REQIJIi~f'1ENtS. ~ 180 115 225 i ~ - - 4.8 . r ~e -1 Iu i i ee 6 , ~ II ` ~ i: s: i~ 12~ ~ ~ - 125 ~ 115 , ~ v~rri~ariori ~aui~~Nrs: ~ ~ I OOM •2 F L~ R TNIS ROOM IS ON A 2~~ pEpiCA?Ep F+~A? FIIMP QIR qEYICE9 IN OPEN -A~ ~ No c~~ iN occupa~cY o~ v~rri~arior~ t0 ~ ( XI5?ING) OFFICE AREA ,4RE EX18tING 2S0 UNIT E Z~ID WORIC IS LIMI1~q t0 ,41~EA f2EAi~NGEM~NT ANq INBtad.LATION OF MOpULAR OF~IC~ lAllTB. ~ ANq SNALL REMAIN. ~ ; ~I 1~ENTILATION AIR 15 pROYIpE~ 6Y ~XI9TING _ ~ - 5 GpJ?RAL 3Y91~M9. ~ p~ I ~ GOFF~E/GOP OPEN OFFI E 226 211 ~ U~ ~ AIR DEVICE SCHEDULE cE~; IXISTING (R); RELOCATED ~o a ~~5 225 ~ a - ~ - J~~ MARK TYPE MATERIAL FINISH NOTES MANUFACTURER & MODEL 150 ~ ~ii 150 D-1 SUPPLY NR STEEL WHITE 1, 2, 5 TITUS T-N-SLOT, 8"~ ~ B1 I D-2 SUPPLY AIR STEEL WHITE 1, 2, 4 TITUS 24x24 TMS, 8'0 R-t EXHAUST AIR STEEL WHITE 1, 2 TITUS 50R-24x10 ~ ~ o~ p~ AIR qEYIC~ IN R-2 RETURN AIR STEEL WHITE 1 2 TITUS 50R-24x24 ~ ~xisr~r~ ~ocariox (TYi'ICALI N4TES: ~ ~ NOISE CRITERIA NOT TO EXCEED 25. PROVIDE 0,8, DAMPERS. T DAtA 2. L4Y-IN BORDER ~ 224 Z5~ 1~1 3. SURFACE MOUNTED, WITH BEVEL FRAME FOR DIFFUSERS, FIATE FRAME FOR REGISTERS, i Z5~ 4. ALL AIR DEVICES ARE 4 WAY THROW, UNLESS NOTED OTHERWISE. 5. 48' T-BAR DIFFUSER, WITH NOTCH FOR CROSS TEE, W/DAMPER dc PLENUM. ~ ~i p~ I IXISTING BUILDING STANDARD AIR DEVICES MAY BE REUSED, AT THE CONTRACTOR'S OPTION, ~ Q 0 6 ~ ~ o~ ~ exisrn~ ai~ v~vice NVaC ~QUIPM~NT L151': I~LOCA~q TO ~IIT ~ ~ ~ P-~ 1~ N~W WALI. l.AY061t AC•I: ,~I 1~ l?YPICAL) MIT5lIB15Hl C~l1Crl.~~ SpI.IT 9YS?EM, NOMINAI. C,41'ACItt: I-V210N, MOI~EL NICA•A18FAL,133 ~~R . IG~ _ 208/60lI, 8Y91~M MCA:13, M01': 20 AMI'3. (NO?~ tNA? t'OWER CONNEGrIl~l 1810 GONp~N81NG lAll? ~ WI?N I AP1P 3~RVIC~ LIN~ FROT1 CONp. lA~llT ?0 FANCOIL l1Nl?. ALID~It ROOM 214 - ~ ~ COD~D NOY~S: ~ ~ ~ p-? I DUCTLE89 ~'I.I? 8Y8T~M A/C l~llr tUl?N CONDa1811JG UNI? LOCAt~q Q '150 - ABOYE GEILIN~S ON ArksLE Ff~AM~. I.~ TON NOMfNAL CAf'ACI~Y, 208/l. g~ OI~IC~ •I( ~XTEND f~FRIG~RAN? LIN~B PER MFR'8 INS~IlCrIONg. GONNEC? FULL ~ ~ 215 200 . 20p SIXE CONp~NBArE ARAIN ?0 C~N?RAL p1~41N LINE Ap4V~ CEILING. O Q GOORpfNAtE ~XAG? LOCATION WI1'N tkNANi''8 pArA ~Q~IIpMkTl1 ~5 c~ oN ~ ~~o LAYOIJt. aPPROVAJ. ~Y T~NWdT R~(~IJIR~p. ~ O C~ . ~ R AI - -2 •R~ ~ ~~N~t~AI. Nor~S: ~ c ~ i a,a~A ia cor~itia~p aY ~x~srir~ war~~ souRC~ N~at ~P u~ire e ~ •I ~y LOCA?Eq a80Y~ LAYIN CEILIrKs3. EAGN N~AT PI1MP IAJI? NA3 AN W.~ StORAG _J ntt~ V!T ~XI9?IN~s PLEN~IM MOlAl1'ED REIUI~J QIR ~"IOKE DETECTOR THA? IS A C~ 2~~0 •I( S~,Irq0~11N AND ~JDIp ~II~E aLAl~1 SY8?EM~ TO f'I~OVIpE I,~I? ~ 0 ` O ~ - - 2rdo 200 ~ ~Q ~ ~ , O~I E a ~ p~ Z ~ u~ NOi'~; ~ - - - 9 ALL NEW aiR pEYiGES ~ a ~ NEW 8"1 TAK~OFFS ~FROM ~ L ~ ~ 1~ 100 MAINS SNOILN WI?H M~ A? T~ ~ ~(d TJ~OFF. ~i¦ N CEILING 6PAC~ IS ~~p A~g A l~ElUl2~l AIR PL~NIJM. m ~ ~I.L MATEI~IALB TO ~ 15/50 PLAMEJBMOK~ RAl'ED PER Q~ CODE. _ ~ NORTH ~ ~Dme. Al~n~ng~at4N 5GaL2: I/8" = I'-0° ~m¢~af~A~ir~E7md~. ~ 5creen All Service Structures & Mechar~ical Units PER CIIY CODE CALL PLANNING DIUISION FOUR STAR NIECHANICAL,INC. 4Yr1 'PONYA 'IRAIL M1 ~ I ~ ptE..., Michael T. Collins, P.E. Wo ,~~mbcr. ~mi Consulting Engineer 9180 Hawthorne Point W Westerville, Ohio 43082 ' 7AA a~ob NmbP: i sT ~ , aJ (614)898-0132 Fax (614)898-0134 OW15.00 / ue r~xn cor~a~nai 5~Q Blazer Memorial Plavy RP2B-37 - ' i r R 2B-23~i' \ - SU~A 100 r~~ , - ~ ~I~ f _ ~ - MEETING R~~M ~ - ~ ~ ! ~ ~ ~ ~ 8 37 - - ~ 2 4 ~ I - ~ ~'ll ~i~ L_ Dublin, OH 43017 ~ RP2B-zl ~ ~ B-37. RP2B-'9 =~~I,~~ ~ ~i ~ ~i RP ~3 110 CD , RP2 31 II i;~.'',i~~, ~ i ~ 1-11 cn ~ Fa~: (614) 932-829~ -i~ - ~ - 'r Y _ ~~~i~ - ---T ~ ~ I, ~ -k ~ = ~ I I ~ ' ' R~-~ ~ ~-39 ~ . ~ ~ I ~ ~ r _ , _ „ ~ - 19 ~ 070--' ~ , ~ ~ _ C ~ z1zE 1 ,41 ~ ~ - ~ i ~ PT A ~,~f ~ ~ I i ~ - ,i -3 \ I RP2B b~ , - ~ ~ ~i ~ ~ i ~ I f . t _ ---~~-~---L- - _ _ I ~III ~ rn ~ - - - - ~ ~ ACY , ~ ; ~ i ~ ~ - - J ' PRIV , ~_L - - 203 ' ~ ~ ^ N ~30 CD 15 CD 15 CD I ; ~J~ , F1RE ALARM NOTES ~ ~ ~ 1-2 1-3 1-4 RP2B-37 - V V V z 1. FIRE ALARM SYSTEM SNALL CONFORM TO TNE REQUIREMENTS OF NFPA 72 PER Z ~ * ~ 907.1, OBC. W RP2B-37 30 CD J ~ 1-5 ~ ~ RP2B-37 - - 21 2. MOUNTIN~ HElGHTS OF ALL ANAND V/O INDICATING UN1TS SHALL BE 80"A.F.F. U o ~ u RECEPTI~N ~ i 3. MOUNTIN~ HEIGHTS OF ALL ALARM IN1T(AT1NG MANUAL PULL STATIONS SHALL 8E ~ o ~ ~I 48" A. F.F F- 71-1 D ~ O O . RP2 -28 ~ RP2B-18 DEVICES fOR PLASMA TV 4. VERIFY THAT TNE EXISTING NAC CIRCUlT FEEDING TNE NOTIFICATION OEVICES IN W W - DEVICES FOR PLASMA TV RP2B-40 (VERIFY DEV1 E OCATIONS) ~ ~ 5t 5 I (V Y DEVICE LOCATI~NS) - ~ ~ - - THE AREA OF WORK CAN ACCOMMODA TE THE NEW LOAD (SEE ZONE CALCS). W H ~ ot QI 52' AFF 42' AFF ~ - I ~ ~Ff ICE I 213 ~ 5. THE SECONDARY POWER SUPPLY OF rHE EXISTNG NAC PANEL SHALL HAVE ~ - - ~ ' 1 - RP2B 40 RP2B-2D 9 ' J a 0 SUFFIClENT CAPACITY TO OPERATE THE SYSTEM FOR 24 HRS. AND SNALL BE Z W ~ ~ ~ P2~-37 _ I'I ~yl ~ ' CAPABLE OF OPERATIN~ ACL ALARM NOTIF1CATfON DEVICES USED FOR ~ f/l E V A C U A T f O N D U R I N G A N E M E R G E N C Y F O R 5 M I N U T E S A S S P E C I F I E D 1 N S E C T I O N W FILE R~[~zB 40 EE ING R ~M I _ ~ M I ~ ' 1-5.2.6 OF THE 2002 NfPA-72. d ~ 204 ~ ' RP -40 RP2B-18 RP2 -26 Q. _ P B121 Q 6. F1RE ALARM SYSTEM SHALL 8E CAPABLE OF FULLY RECHARGING ITS SECONDARY U RP2H-18 RP2B-18 YC IfB ,i~l III RP2H-21 RP2~ BACKUP BATTER7ES WlTHIN 48 HRS. AFTER A COMPLETE DISCHARGE AS L RP2B-40 ,RP2B-40 - ~ SPECIFIEO IN SECTION 1-5.2.9.2.10F THE 2002 NFPA-72. / , lJ 7. ALL BATTERIES SNALL 8E PR07ECTED AGAINST EXCESSIVE LOAD CURRENT BY ~ RP2B-40 DEVICES F~R PLASMA TV ~ ST~RAGE (VERIfY DEVICE LOCATIONS) PLASMA TV OVERCURRENT DEVlCES NAVING A RATING 1~'OT LESS TNAN 150 PERCEN7 AND : LoCATIONS) ~ NOT MORE THAN 250 PERCENT OF THE MAXIII~IUM OPERATING LOAD IN ALARM ~~1 75 CD ~PEN ~FFICE 3' HELOV CEILING 1-6 CEILING r,ON01TI0N PER NFPA 2002 SECTION 1-5.2.9.3. RP2B-40 211 ~ ~ ~ 4 ' ~ ~ q V RP2B-19 8. F1RE ALARM SYSTEM EQUIPMENT SHALL BE PERIODICALLY MAlNrAINED IN ~ ~ i V rr ~ . ~ B ACCORD/aNCE WITH THE MANUFACTURER'S 1NSTRUCTIONS. THE FREQUENCY OF u~ 'i ~ MAINTENNANCE DEPENDS ON THE TYPE OF EQUIPMENT AND LOCAL AMBIENT ~I 30 CD r CONOITIONS IN ACCORDANCE W1TH CNAPTER I OF THE 2002 NFPA-72. 1-1 ~ ~u RP2H-IS I 9. UPON COMPLETION OF THE FIRE ALARM SYSTEM, THE SYSTEM SHALL 8E ~ i RP?t-24 , SUBJECTED r0 A 900 PEF?CENT ACCEPTANCE TEST IN ACCORDANCE WITN 2002 COFFEE/C~PY ~ c ~ ~i~ ~i~ ~ NFPA 72 PER 907.16, 08C. ~ o RPZB-25 - ~ RPZ -15 ~ 10. BUILD(NG PULL S7ATIONS ARE EXISTING AND LOCA7ED NEXT TO EACH BUILDING ~ EXIT OOOR ON TNE F1RST FLOOR ANO NEXT r0 THE ENTRANCE OF EACH ~ a W - - ~ C STAIRWELL ON THE UPPER FLOORS. ~ N ~ o - 11. BUILDING SMOKE DETECTORS ARE EXISTING AND LOCATED 1N TNE PLENUM RP2B-13 ~ CEILING ~EXT TO EACHHEATPUMP. ~ ~ PzB-32,34 RP B-15 RP2B-17 ~ I lNAVE ~'2B 17 RP2B-25'~2' ~F Rp B 22I Z d ~ ~ • DW ~RP2B-25 ~i ~u A ~ DISPOSER DEVICES F~R PLASMA TV I RP2B-IS RP~B-2,4 ~VERIFY DEVICE LOCATIONS) AC-1 RP2B-15 BELOW CAB. DATA VTR, FILiER J z08 W~RK RM 209 R2 29 RP2B-33 RP2B-27 ' 1 ~i~ RP~B-30 RP2H-25 ~ H ~ e l O ~ ~ ~ - N C~RRID~R 11i en 210 II 30 CD RP -30 GENERAL ELECTRICAL NOTES N~ s-io ~ (L ~ FICE 1. ALL ELECTRICAL WORK SNALL 8E INSTALLED PER ALL LOCAL AND STATE CODES H AUDIT R~~N 219 AUDIT R~~M ~14 21g AND PER THE 2005 EOITION OF THENATIONAL ECECTRIC CODE. RP2B-3! RPeB-31 RP2B-3D 2. ALL CONDUCTORS SHALL HAVE A MINIMUM SIZE OF #12 AWG AND SNALL BE MAOE OF COPPER UNLESS SPECIFIEO AS ALUMINUM (AL). . O~. 1 C OO V - 3. FfELD VERIFY EXACT LOCATION OF ALL LI~HT FIXTURES, SWITCHES, ETC. AND RP2B-31 15 C1 1-9 RP2B-31 15 CD k~2E-30 COORDINATE WORK W1TH OTHER CONTR,4C70RS TO AVOID CONSTRUCTION pTq 1'9 ~FFICE CONFLlCTS. ~ ~ - N ~ 15 4. WIRE ALL EXIT, EMERGENCY EGRESS AND N1GHT LlGHT FIXTURES AHEAD OF ANY ^ SWITCHIN~ AND ON TNE SAME C1RCUlTAS rHE LOCAL AREA LlGHr(NG. N~`' 3 U RP2H-31 ~ d= Z d N i RP2H-31 - 5. ALL EXIT AND EMERGENCY EGRESS FIX7URES ARE TO BE EQUIPPED WfTH A U cfJ d~ i~ S ~ ~5 ~ B-30 BATTERY BACKUP CfRCUIT THAT WILL ILLUMINATE THE EMERGENCY LAMPS OF Q~ Q~ U~ Q 7NE FIXTURE FOR A MINIMUM TIME PERIOD OF 90 M1NU7ES AFTER AN OUTAGE OF ~ POWER FROM TNE LOCAL UTILITY COMPAft~Y. T~RAGE T~RAGE ~~~3~ 6. EXACT LOCATIONS AND MOUNTING NEIGHTS OF ALL EXIT AND EGRESS FIXTURES 218 218 SHALL 8E VERIHED WITH THE LOCAL BUILDING INSPECTOR. RP2B-31 RP2B-31 ~ ~ 216 ~ ~ ~ ~ RP2B-31 RP2B-31 ~FFICF „ 217 ~FFIC V~ICE AND DATA SCHEDULE~ ~ ~ 217 ~ ~ I 200 - RECEPTION - 4 DATA/2 V~ICE AT DESK, 1 V~ICE AT GUEST SEATING, ~ ~ ~ P2B~~31- 2P2B~~31- RP B-31 ~ _ 201 -ST~RAGE - POWER ~NLY ~ ~ 202 - MEETING RM, - 6 DATAf2 VOICE, CORED IN FLODR, 1 DATA AT CEILING V Q ~ ~ FOR PR~JECTOR, ~ Q ~ 203 - PRIVACY RM, - 2 DATA/1 VOICE EACH ON EAST AND WEST WALLS W ~ ~ ~ ~ ~ ~ NORTH anel RP2B 2Q8:1120V 3 ph 4 W 225A MLO 204 - FILE RM, - 2 DATA/1 V~ICE EACH ~N EAST AND WEST WALIS W~~ , 205 - PRIVACY RD~M - SAME AS RODM 203 ~ ~ . B cur. C cur. Pole Cir. # Description A cur C cur. Pole Brk Cir. # Description A cur. B cur. C cur. Pole Brk SGAI.~: I/8° = I'-0' ; 206 - LG, MEETING R~~M - 2 DATA/1V~ICE ~N WEST WALL, 2 DATA/1 VDICE ~ E 540 1 1 RECPTS OFFIC 1 20 2 AC-1 1300 2 2p CORED AT EACH END ~F TABLE, ~ DATA/1 VOICE CENTERED, 2 DATA i ~ ~ ~P AND P~1JER L~CATED BEHIND PLASMA TV (IF CEILING M~UNTED IS N~T FIRE ALARM LEGEND 3 RECPTS RESTROOM 360 1 1 20 4 - 1300 1 20 DONE) ~ ~ ~ ~ ZONE CURRENT CALCULATIONS IN AMPS 5 OFFICE RECEPTS 500 1 500 1 20 6 SPARE X 1 20 ~T~ ~ ~ ; , _ . SYMBOL 1YPE 7 CAN LIGHTS 1 20 8 PARTITIONS 500 1 2p ~07 - COPY - 2 DATA/1 V~ICE ~N N~RTH WALL, 2 DATA ~N EAST WALL, .I~ ~ ~ ~ ZONE 1 1 20 10 PARTITIONS 500 1 20 ALL.W~RKSTATI~NS IN ~PEN AREA - 3 DATA/1 V~ICE~ W~RKSTATI~NS AL~NG 9 SPARE X 1 Q7Y T e Amps Total Amps AUDIO/VISUAL Yp ?4 1 11 COPIER 1000 3 15 CD STROBE ONLY 0.055 0.165 1000 1 20 12 PARTITIONS 500 1 20 WIND~WS SHALL HAVE DROPS AT WALLS ~R C~LIJMNS T~ CONCEAL, ~ ~ ~ VISUAL ONLY 13 DISHWASHER 500 1 0.126 ~ 1 20 14 OFFICE RECPTS 500 1 2Q C~RE ITEMS LOCATED IN MIDDLE OF FL~~R~ PRINT AND C~PIER ~ LOCATIONS T~ HAVE 2 DATA/1 V~ICE~ 2 30 CD STROBE ONLY 0.063 BREAK 1000 1 15 RECPTS 1 20 16 OFFICE RECPTS 500 1 20 ~ 1 75 CD STROBE ONLY 0.112 0.112 F PULL STATION 7 RECPTS BREAK 1000 1 ? 1 1000 1 20 18 RECEPT PL4SMA 1290 1 20 LARGE ~FFICES - 3 DATA/1 V~ICE EACH ~N N~RTH AND SDUTH WALLS, ~ ~ ~ 0 110 CD STROBE ONLY 0.136 0 19 PARTITIONS 360 1 1 20 20 RECEPT PLASMA 750 1 2~ SMALL ~FFICES - 2 DATA/1 VOICE EACH ~N N~RTH AND S~UTH WALLS~ ~ ~ 0 HORN STROBE WI 15 CD STROBE 0.083 0 21 RECPTS OFFICE 1080 1 1 20 22 PARTITIONS 360 1 20 ~ ~ 2 HORN STROBE WI 30 CD STROBE 0.091 0.182 23 PARTITIONS 540 1 540 1 20 24 PARTITIONS 360 1 2G ~19 - AUDIT RM, - C~RE FL~~R WITH 2 DATA/1 VOICE, 2 DATA/1 VDICE ~N ~ 1 20 26 PARTITIONS 36Q 1 2p WEST WALL, D STROBE 0.14 0.14 25 PLOTTER 750 ~ 1 HORN STROBE WI 75 C 27 PRINTERS 750 1 1 20 28 PARTITIONS 360 1 20 VERIFY ALL L~CATI~N WITH TENANT PRI~R TD R~UGH-IN, 2 HORN STROBE WI 110 CD STROBE 0.164 0.328 VICE LEGEND DE 29 COPIER 1000 1 1000 1 20 30 RECEPTS OFFICE 1080 1 20 1.053 TOTAL _ ~~ov ~5A DUPLEX RECEPTACLE ~ 1 20 32 PARTITIONS 360 1 20 ~ 31 RECPTS OFFICE 1080 1 20 34 PARTITIONS 360 1 20 ' ' 3 TELEPHONE RM 1000 1 120V 20A DUPLEX RECEPTACLE W/ DED CIR 3 Y-f' BATTERY C 35 DISPOSER 500 1 ALCULATIONS IN AMP HOURS D 0 C~MMUNICATIDNS ~UTLET ~ 500 1 20 36 CAN LIGHTS 15Q0 1 20 37 RECPTS OFFICE 1440 1 20 38 X 1 20 540 1 TY T e Amps Total Amp Hours $ SINGLE P~LE SWITCH 39 PARTITIONS Q Yp 1 20 40 RECEPTS OFFICE 1440 1 20 * 1.053 0.087 41 PARTITIONS 360 1 1 NAC ALARM LOAD .083 HOURS (5 MIN) SINGLE P~LE 600 WATT DIMMER SWITCH 360 1 20 42 RECEPT PIASMA 750 1 20 ~ 0,768 5170 4730 4900 4900 3770 4820 5480 ~l n rrirnMMinere ci nnv RnY Ff1R Mf111111 FS 1 NAC ~ANEL STAND6Y LOAD * 24 HOURS 1.132 ~~~~,~~o . 1WLL Ul W LLU~ l IYUUW YYIYLL o 2.2K EOL RESISTORS (1 PER ZONE) * 24 HOURS 0.011 0.264 1 : V DATA OUTLET , , 1.119 TOTAL A phase total 8940 ; PANEL TOTAL 28870 ' B phase total 9550 . 1208V 11.73 = AMPS so.2 Michael T. Collins, P.E. C phase total 10380 El I Consulting Engineer 9180 Hawthorne Point ~39 7P S Westerville, Ohio 43082 ' iST,. (614)898-0132 Fax (614)898-0134 `K~ U ~ „ :_.._~e ~ ~ ~}~s~az~r`~`"~ ~wr s~,~ia ~oo , : , Oli 43017 v~"~~: (614); 932~000 ' i ,feic (614) 932-8290 I ~ i , ~ ' I - 4r~r. ~ 1 i I 1 1 d' i ~ ~ , . . ~ ~ . : ~.:ti~T ~ PI ` v~`q N 1 ~ ~ , * ~ ~ ~ - w ~ ' ~ w LP2 7 ~ ~ I~y~;' J ; ~ LP2 1 LP2 1 LP2 1 e: Y ' iY ~ a~ H, _ LP2 7 LP2 7 LP2 7 LP2 7 LP2 7 ' L~.~`~ s o LP2 7 ~ ~t LP2 1 LP2 7 ~ c c ~ LP2 7 LP2 7 LP2 7 ~ c c : U ~ ~ i~ ' W~ W LP2 1 LP2 1 LP2 1 i, ~ i J; U LP2 7 ' W ; ~ I; ~p~ 7 ~p2 7 LP2 7 LP2 7 LP 7 LP2 7 LP2 7 LP2 7 LP2 7 ' . ~ ~ ~ 1 ~ ~ z w ; , . ' . ,W..,,_ . _ w . c < < < ~ ~ < < . ~ . w._ _ W ~ ~ LP2 1 LP2 1 P~ LP2 1 LP2 7 LP2 7 ? QQ ~o pQ b b b ~P~ ~ GENERAL ELECTRlCAL NOTES ~ LP2 7 LP2 7 LP2 7 LP2 7 LP2 7 LP2 7 ~ RP2 -~6 h~ " 0 P2B 36 p c c c c c c LP2 7 1. ALL ELECTRICAL WORK SHALL BE 1NSTALLEO PER ALL LOCAL AND STATE CODES ~o LP2 1 LP2 1 ° ° o ~ AND PER THE 2005 EDf TION OF THE NATIONAL ELECTRIC CODE. ~ ii LP2 1 LPZ 1 LP2 1 LP2 1 LP2 1 LP2 1 LP2 1 2. ALL CONDUCTORS SNALL HAVE A MINfMUM SIZE OF #12 AWG AND SHALL BE MADE OF COPPER UNLESS SPECIFIED AS ALUMINUM (ALJ. ~ LP2 7 3. FIELD VERIFY EXACT LOCATION OF ALL Lf~HT FIXTURES, SWlTCHES, ETC. ANO 0 y f f F f a LP2 9 COORDINATE WORK WlTN OTHER CONTRACTORS TO AVOfD CONSTRUCTION LP2 9 LP2 9 LP2 9 LP2 9 LP2 9 - ~ ph h d d d d CONFLfCTS. ' ~ ~ ~ ; ~ d d ` h h h 4. WIRE ALL EX1T, EMERGENCY EGRESS AND NIGHT L1GNT FlXTURES AHE4D OF ANY ~ SWITCHING AND ON THE SAME CIRCUfTAS THE tOCA1 AREA L1GHTfNG. f ' LP 1 ~p~ 1 ~p2 1 LP2 1 LP2 l LP2 1 LP2 1 LP2 1 f q p f 5. ALL EXIT AND EMERGENCY EGRESS FIXTURES ARE TO BE EQUIPPED WlTH A ~ LP2 1 BA7TERY BACKUP CfRCUIT THAT WILL ILLUMlNATE THE EMER6ENCY LAMPS Of ~ • ~ ~ LPZ g 1PZ 9 ~pz y THE FIXTURE FOR A MlN1MUM T1ME PERIOD OF 90 MINUTES AFTER AN OUTAGE OF , ~ LP2 9 LP2 9 LP2 9 LP2 9 LP2 9 POWER FROM THE LOCAL UT(LITY COMPANY. ~ ~ p 0 ~ d d d ~ ~ I d d d d , ~ i 6. EXACT LOCATIONS AND MOUNTING NEIGHTS OF ALL EXIT AND EGRESS FlXTURES t J'~' ? SNALL BE VERIFIED WITH TNE LOCAL BUILDING INSPECTOR. ` ~ i~`~' ~ ~ z 3 Pz 9 ~ ' ' F- ~ ' i,~~ ~ ~ ~ A~ ~ . . . ~ P 9 P ij ~ d d d d d d d d ~ ~ ~ ~ L ~ ~ r ~ ~ ~ e e r ~ 9 LIGHT FIXTURE SCHEDULE ~ ~ ~ ~ < < • ' TYPE FIXTURE DESCRIPTIDN ~ P2 ~ e e e tl; ~ I ' ~ i~ ~ ` 1 + A ~ 2'x4' FL~URESCENT LAY-IN 1 ~ ,N , - ~ LP2 YI L 11 LP2 Il LP2 Il "1"' O ? ~ f- ~ ; tP ~ i. Ir LP2 Il LP2 11 LP2 11 LP2 11 , ~ r, ~ ~ i. i~ ~r. ;:t y ,f f ~ ~ ~r ~ ~ e • . f Q ~ e A ~ 2'x4' FL~URESCENT LAY-IN WIRED AS NIGHT LIGHT ' ~ ~ , ~ ~ r. , „ ~ t~ P2- 1 LLP2 11 LPZ 11 ~ .ti c~ a _ ~ . ~ ~ o, LP2 Il LP2 11 B ~ EKIT SIGN / EMERGENCY EGRESS FIXTURE • ~ °i`~ I ~ - uco c~ ~ s ~ Q.~ R-' ~ ~ , } LPZ Il LPZ Il lP2 li ~ ~ ~ EMERGENCY EGRESS FIXTURE ~ ' i~~ ~ ~ 4 r ~ j~ I ' ~ D ~ RECESSED INCANDESCENT D~WNLIGHT ~ ~ LPZ il ~z it ~z u ~z n . . 'A' FIXTURES ARE EXISTING/RELOCATED, RECIRCUITED AS SH~WN, ~ . LP2 11 `B` AND 'C' FIXTURES ARE NEW ~R REL~CATED, lP2 11 ~z 11 'D` FIXTURES ARE NEW, 100 WATT MAXIMUM ~ p~ ~ ° ~ ~ o EXEMPT FR~M ENERGY C~MPLIANCE, LESS THAN 50% CHANGED, ~ ~ ~ ~z ii ~*•~w ~ ~ ~ o ~ LP2 11 ° ~ ' ~ ~ LP2 !1 LP2 !1 LP2 Il ~ ~ ~ ~ . ~~a ~ ~ LP2 11 ~ ~ ~ ~ ~ ~ c ~`i~ ~ p ~ ~ 4 -ansf 6 ' ~ ~ . ~ C-~ c . ~ b ~ ~ ~ p~r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ NOR1N t•~,. ~ ~ ~ ~ ~ ~ ~ ~ ~c~.e: ve~ : i~-o~ ~ ~~~~e ..-e ~ 0 o Michael T. Collins, P.E. 4P~ Consulting Engineer -mmm i M' A~'•~' 9180 Hawthorne Point us ~ 395 Westerville, Ohio 43082 I STEP.' (614)898-0132 Fax (614)898-0134