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17120043 Building Plans
APPLICABLE CODES: 2.012 INTERNATIONAL BUILDINC7 CODE (IBC,) - WITH LO -(--,AL AMENDMENTS 2012 INTERNATIONAL ENERGY GONSERVATION CODE (I EGG) 2012 INTERNATIONAL PLUMBING CODE (IPG) - WITH LOCAL AMENDMENTS 2012 INTERNATIONAL MEGHANIGAL CODE (IMG)- WITH LOCAL AMENDMENTS 2012 INTERNATIONAL FUEL GAS CODE (I,FOG) - NITH LOGAL AMENDMENTS 2011 NATIONAL. ELEGTRICAL GODS. (NEG) - WITH LOCAL AMENDMENTS 2012 INTERNATIONAL FIRE CODE (IFG) WITH LOCAL AMENDMENTS 2006 LIFE SAFETY CODE (NFPA 101) - WITH LOCAL AMENDMENTS 200q IGC/ANSI A-117.1 AGGE55161LE AND USABLE BUILDIN65 AND FACILITIES PROJEGT : LOCATION: PRIMARY OGGUPANGY GLASSIFIGATION: OGGUPANGY LOAD: GONSTRUGTION TYPE: FIRE SUPPRESSION: F(JILDING PROPERTIES AREA ((:5ROSS): HEIGHT: HEIGHT ALLOWABLE: VEGAS NAILS AND SPA 11056 MIG�+IGAN ROAD - SUITE 120 CARMEL, IN 46,,057 B -BUSINESS (PER SEGTION 304) 44 Persons (10 staff/ 34 publir-) T'T FE \/-B Gz)NSTRUGTION - FIRE EXTINGUISHERS 1,472 50. FT. TOTAL GROSS AREA +/- 10'-O" - GEILING / I4' -O" - EXTERIOR FACADE 55'-0" (PER TABLE 503) FIRE PROTECTION REG2UIREMENTS TABLE 601 FOR T'1'PE V-5 OGGUPANGY STRUCTURAL FRAME O HOUR INCLUDING GOLW-INS, GIRDERS, TRUSSES BEARING WALLS THAN 15 REQUIRES MALE/FEMALE EXTERIOR 0 HOUR INTERIOR O HOUR NONBEARING WALLS AND PARTITIONS INTERIOR 0 +40UR EXTERIOR TABLIE 60:2 FLOOR GONSTRUGTION DRINKING FO�NTAIN NGLUD I NG SUPPORTING AND -JOISTS O HOUR 5HAFT5 O HOUR ROOF GONSTRUGTION SERV ICE 5114 I NGLUD I NG SUPPORTING 0 HOUR AND JOISTS ENLARGED RESTROOM PLAN AND ELEVATIONS PERIMETER FIRE PROTEGTI.O.N TABLE :6.0.2 TYPE V -B 1 Civic Square EXTERIOR NONBEARING WALLS _< 5' - 1 HR. AND NO OPENING PERMITTED M2.1 ? 5' < 10' - 1 HR:. AND 10516 OPENING LESS THAN 1.0' Westfield, IN 46074 � 10` < 30, - O HOUR PILI ? 50' - 0 HOUR EXIT CORRIDOR I HOUR (PER TABLE 1004.3.2.1) -EGRESS DEMAND SEC: 1003.2.2.1 AND 1003.2.2.2 EDUCATIONAL 16475 Southpark Dr. GLA55ROOM AREA 20 50. FT. NET PER PERSON ASSEMBLY WITHOUT FIXED SEATS POWER 8 LOW VOLT PLANS CONGENTRATED -i 50. FT. NET PER PERSON UNGONGENTRATED 15 SQ. FT. NET PER PERSON PLATFORM 15 50, FT. NET PER PERSON KITGHEN 200 50. FT, GROSS PER PERSON AGGESSORY STORAGE, 300 50. FT. GROSS PER PERSON EGHANIGAL ROOM 500 50. FT � PERSONS5 PER OFFIGE 00 50. FT GR S PER PERSON 02017 Copyright 2077 by JT Designers - These- drawings t7s1�E1-Li.�rL. Seoprlhawm1s: are the-iusive propertye .IT Designers; I- The �* �1' / Those-dfawmga mdteaiathC genCr8i 8etlpe @f the-pra*t in rano of architectural orlglnol Ideas represented here, by these dlowmQ9, shall not S lj T• • � �72 +/ - be used, altered or reproduced in any matter without the Q • y design concept, the dimensions of the building, the major architectural elements press written consent of JT Designers. toc. and the type of structural, mechanical and electrical systems. The drawings do not Written dimensions on these drawings shall have precedence over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for fullperformance and e responsible for, all dimenslons on the lob site. JT USE: Da�� T��}aT�q C� completion of the requirements of the contract. On the basis of the general scope Des! es gners Inc., must be notified of any variatons from the .L9 �.J 1°tl S dimension or any other dlscreporcie shown on these indicated or descibed, the, trade contractors shall tumish all items required for the drawings. CONST'.V_ IR proper execution and completion of the work. CPI'Y OF CAI MEL / CLAY TOWNSHIP DEPARTMENT OF COMMUNITY SERVICES - BUILDING 6, CODE SERVI( E> I CIVIC SQIIAI,',E - CARMEL, IN 46032 PHONE (317)571 -2444 -FAX (317) 571-2499 - INTERNET WWW,C/ KMLL.N.GOV PLAN AUTHENTICATION CERTIFICATION & AGREEMENT [permit/s*, s an authorized agent responsible for permitting, including but not limited to obtaining I certify that these plans are identical to the plans released for construction by the State of Indiana Department of Homeland Security, Division of Fire & Building Safety. I also understand that if it is determined that these plans are not identical, a Stop Work Order will be served, as required under the ordinances referenced below. ��1�lp�NOf.� _fes-Z1� t rized Signature Printed Name Date ermitting is required under Carmel Ci a under Chapter 7, entitled "Building Code", Section 9 and under Chapter 10, entitled oning and Subdivisions", Section 1 and under Carmel Zoning Ordinance under Chapter 29, entitled "Administration", Sect ens 4.2 and 4.4 and under Chapter 31, entitled "General Provisions', Section 31.1. S:/Permits/Forma/.\ppGewinns/Phan Aulhennnuion MAXIMUM TRAVEL DISTANCE TO EXIT 200' MAXIMUM DEAD END CORRIDOR 20' EC_5RI_'''2'_:�HID PER PERSON .2", .S" FOR. 5TAIR5 MINIMUM CORRIDOR W I DTH 44" MINIMUM STAIR WIDTH 44" MINIMUM GLEA R OPENING OF EXIT DOORS 320 MINIMUM NUMBER .OF EXITS 2 REQUIRED CHAPTER 2cll GALGULATIONS OGGUPANGY ,OUNT: 44 PERSONS (22 MALE/ 22 FEMALE) OGGUPANGY YPE: "B" BU51NE55 WATER GL05 5 LOAD GREATPR THAN 15 REQUIRES MALE/FEMALE MALE : I PER 25 CODE : 22/25 = 2, = I FIXTURE REOUIRED/PROVIDED FEMALE : I PER 25 CODE : 22/25 = .Pe = I FIXTURE REODUIRED/PROVIDED LAVATORY LLi.I MALE - I PER 40 60PE : 22/40 = .5 = I FIXTURE RI=(3?UIRED/PR0VIDE1D FEMALE : I PER 40 CODE : 22/40 = .5 = I FIXTURE REOUIRED/PROVIDED DRINKING FO�NTAIN A1.2 1:100 CODE - TENANT TO PROVIDE CHILLED BOTTLED WATER VIA TWO FIXED REFRI ERATION UNITS SERV ICE 5114 A3.1 I REQUIRED Y GODS - I INSTALLED MIN. FLAME SPREAD RATINCS - (PER 5EG_ 803 AND TABLE X03.4) EXIT AG�ESS CORRIDORS - GLASS A - FLAME SPREAD 0-25, AND OT ER EXITWA . SMOKE DEVELOPED 0-450 ROO S AND - GLASS G - FLAME SPREAD -76-200, ENGLO5 D SPACES SMOKE DEVELOPED 0-450 NOTE; INSULATING MATERIALS TO INCLUDE FACINGS SUCH AS VAPOR RETARDERS, BREATHER PAPERS, AND ALL LAYERS OF REFLECTIVE FOIL, CONCEALED INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MARE THAN 450, INSTRUCTION TO BIDDERS: ALL BIDDING CONTRACTORS SHALL AGKNOWLEDGE AND NOTE ALL ISSUED ADDEDA A PART OF BID, ALL BIDS SHALL REFER TO FINAL BID DOGUMENT5. NO 13105 BASED UPON IN PROGESS DOCUMENTS SHALL BE ALLOT -ED. MEGHANIG,,NL, PLUMBING AND ELECTRICAL SHALL BE CONSIDERED AS SPEC, BID PAGKA 0ES. ALL GUE5TIONS SHALL BE ISSUED TO JT DE51GNMRS INC, IN HRITING. FAXES AND E -MAI S ACCEPTABLE. NO QUESTIONS SHALL BE A145HERED 12 HRS. PRIOR TO FINAL B1D TIME. ALL BIDDING CONTRACTORS SHALL BE ANY DESGREPANGIE5 OR UNCLEAR INTENT TO -THE DESIGNERS ATTENTION AH1LBIDDING _NO BIDDIN_ X10 GHANGE ORDERS SHALL BE PPROVED BASED UPON UNCLEAR INTENT OR DESCRIPTION. IN THE EVE N1 T OF A DE5GREPANCY IN THE DOCUMENTS THE GREATER OF THE TWO DESCRIPTIONS SHALL BE CONSIDERED AS BASE BID. ALL WORK SHALL BE IN COMPLIANCE WITH STATE AND LOCAL CODES.. EACH GONTRAGT R SHALL BID FOR COMPLETE CODE COMPLIANT WORK, EVEN IF EVERY ITEM IS NOT SPECIFICALLY NOTED IN PLANS GONTRAGT RS MAY SUBMITAL ALTERNATE MATERIALS TO OHNER'S REPRESENTATIVE FOR APPROVAL AS ALTERNATE TO BASE BID OF MATERIALS NOTED IN PLANS. NOTE: JAGIK MORGAN AND JT DESI6NER5 DO NOT 155UE 5IDDER5 LIST 5UP,-GONTI .ACTORS AND SUPPLIER5 GALLINO- FOR 510 1_15T5 ARE 5UB.JEGT TO DISOUAILIFIGATION JT DESIGNES,INC, rssu-E PLANNING CONSULTANTS 211 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 PH: 317--828-1166 PX 317493-1845 tf-M 'IVA i i SGALE: NTS 11036 N .Michigan Rd / �% Ca m6l Fwpnr® .. Erb ea r,+xrtl4 '�II<Ee IMM wnw•n +� Ie.w .nw!• 'kwµ' 5� �kYMk �� d1j ca <' r E� •Indianapolis °•�,°^ ®.n «w " 49 >w o gIe Map data 02017 Google United Slates 2 mi LCs,,II 1 SGALE: NTS PROJEGT LOGATION 11036 N. MIGH16AN RD SUITE 120 GARMEL, IN 71.1 TITLE SHEET AND GODS REVIEW 7I.2 RESPONSIBILITY MATRIX TI .5 AGGE5515ILI7Y NOTES 7I.4 AGGESSIBILITY NOTES Steve Krebs (317) 776-5532 ASI.I ARGHITEGTURAL SITE PLAN L51.1 LIFE SAFETY/ ADA PLAN LLi.I LANDLORD SGOfi'E PAGE Office of Fire Chief, Fire Station #1 John Duffy AI.I DIMENSIONAL � ANNOTATED FLOOR PLANS A1.2 FLOOR &WALL FINISHES PLANS AI.3 REFLECTED GEIL1Nf� PLAN A2.1 % % A3.1 WALL SECTIONS A4.1 ENLARGED RESTROOM PLAN AND ELEVATIONS A5.1 DOOR AND WINDOW SCHEDULES Carmel Street Department 1 Civic Square MI.I MECHANICAL PLAN AND SGHEDU,LES M2.1 MEGHANIGRL DETAILS Westfield, IN 46074 gduncano_carmel.in.gov PILI PLUMBING PLANS P2.1 % \ % o II PLUMBING ISOMETRICS Brighthouse Networks 16475 Southpark Dr. EIJ i E2.1 POWER 8 LOW VOLT PLANS �`� \ % % MI 011 ` ► 1 \\ \\ jjI N 85°00'45"E 287.92' \\ \\ II ` % Z \\ II II z i Q G� 1 % % �\ II o wo Y F.F.E. = 903.00 I �� `` \\ p0 \\ ��� 1.30 ACRES \ �\ \\ % \` \\ \\ ° N���� II 11 o a "- - Stole 120 1,472 sI ; � � ->>� % % �\ ' �� a `\\ � % C ;' \Qz \ % % % % � c \ \\ 1\ \\ II --------- g4� \ % a S 12°46'4,8" E % ` :A,. '' �t`- - - % 22.05' % to LAW p r vC� 0. Q a � to aNv, '.L tSj�,e •� % % 11 \ \\ - v SGALE: NTS 11036 N .Michigan Rd / �% Ca m6l Fwpnr® .. Erb ea r,+xrtl4 '�II<Ee IMM wnw•n +� Ie.w .nw!• 'kwµ' 5� �kYMk �� d1j ca <' r E� •Indianapolis °•�,°^ ®.n «w " 49 >w o gIe Map data 02017 Google United Slates 2 mi LCs,,II 1 SGALE: NTS PROJEGT LOGATION 11036 N. MIGH16AN RD SUITE 120 GARMEL, IN UTILITY 71.1 TITLE SHEET AND GODS REVIEW 7I.2 RESPONSIBILITY MATRIX TI .5 AGGE5515ILI7Y NOTES 7I.4 AGGESSIBILITY NOTES Steve Krebs (317) 776-5532 ASI.I ARGHITEGTURAL SITE PLAN L51.1 LIFE SAFETY/ ADA PLAN LLi.I LANDLORD SGOfi'E PAGE Office of Fire Chief, Fire Station #1 John Duffy AI.I DIMENSIONAL � ANNOTATED FLOOR PLANS A1.2 FLOOR &WALL FINISHES PLANS AI.3 REFLECTED GEIL1Nf� PLAN A2.1 INTERIOR ELEVATIONS A3.1 WALL SECTIONS A4.1 ENLARGED RESTROOM PLAN AND ELEVATIONS A5.1 DOOR AND WINDOW SCHEDULES Carmel Street Department 1 Civic Square MI.I MECHANICAL PLAN AND SGHEDU,LES M2.1 MEGHANIGRL DETAILS Westfield, IN 46074 gduncano_carmel.in.gov PILI PLUMBING PLANS P2.1 PLUMBING DETAILS P3.1 PLUMBING ISOMETRICS Brighthouse Networks 16475 Southpark Dr. EIJ LI6H7�N6 PLAN ff NOTES E2.1 POWER 8 LOW VOLT PLANS UTILITY CONTACTS Natural Gas: Telephone: Vectren Energy AT&T Joanie Clark Steve Krebs (317) 776-5532 (317) 252-4275 jiciark@Vectren.com SK4986@att.com Wastewater & Water: Fire Service: Carmel City Utilities Office of Fire Chief, Fire Station #1 John Duffy Gary Hoyt 760 Third Avenue SW Two Civic Square Carmel, IN 46032 Carmel, IN 46032 (317) 632-9077 (317) 571-260D ceflison@carmel.in.gov Drainage: Carmel Engineering Streets: Gary Duncan or John Thomas Carmel Street Department 1 Civic Square Dave Klingensmith Carmel, IN 46032 3400 West 131st Street (317) 571-2441 Westfield, IN 46074 gduncano_carmel.in.gov (317) 733-2001 Electric., C Duke Energy CATV: Shirley Hunter Brighthouse Networks 16475 Southpark Dr. Jason Kirkman Westfield, IN 46074 (317) 632-9077 x291 (317) 896-6721 jason.kirkman@mybdghthouse.com sNdey.huntet@duke-energy.com OWNER: 1110 m� 7r = pk - x� O, v c c r w L7 W 'R W , O W o y a a. - I W � a✓ � V tt� 'O V c q . G O_ v1 In a, >Qc v, C r0 Vol -, ;� a., ,`v a�� �� d c U W IV n � � 3 'a \ 0 � c _rIUN W EvE M ;sl W V y O ly C. Z J Z (� cY1 o IU C C a.I n GUi� •vl Cit -1 a wa 10 L41 �,, E ffi V c vi v 5 C5sM mY A�y U) t c a cN B4 It ,GQHI L I P ;ffoll l .ST 111 ER'��l * e drtnnnnnnnn i Z Q H OF F ii rassawl coo M O Q Q b � w t A� o Z C3 C i ) O C1 to LAW p r vC� 0. Q a � to aNv, It ,GQHI L I P ;ffoll l .ST 111 ER'��l * e drtnnnnnnnn i Z Q H OF F ii rassawl coo M O Q Q b � w t A� o Z C3 C i ) O C1 It ,GQHI L I P ;ffoll l .ST 111 ER'��l * e drtnnnnnnnn i ALL FINAL k4ORK SHALL C,0MPL,r KITH THE 2012 INTERNATIONAL BUILDING CODE AND ANY ADDITIONAL BUILDING CODES AS ADOPTED BY THE STATE OF INDIANA o ALL MATERIAL SUPPLIERS SHALL NOTIFY 06Q OWNER IN HRITING OF REQUEST FOR w Ee SUBSTITUTIONS. FINAL APPROVAL FOR SUBSTITUTIONS SHALL E-�N M BE ADDRESSED BY THE OWNER. ONLY OANER J° o APPROVED SUBSTITUTIONS FOR DIFFERENT CC Ift cc) MATERIALS THAN 5P.EGIFIE0 SHAD- BE ALLOWED. O 7. Z Q H Q F ii rassawl coo ALL FINAL k4ORK SHALL C,0MPL,r KITH THE 2012 INTERNATIONAL BUILDING CODE AND ANY ADDITIONAL BUILDING CODES AS ADOPTED BY THE STATE OF INDIANA o ALL MATERIAL SUPPLIERS SHALL NOTIFY 06Q OWNER IN HRITING OF REQUEST FOR w Ee SUBSTITUTIONS. FINAL APPROVAL FOR SUBSTITUTIONS SHALL E-�N M BE ADDRESSED BY THE OWNER. ONLY OANER J° o APPROVED SUBSTITUTIONS FOR DIFFERENT CC Ift cc) MATERIALS THAN 5P.EGIFIE0 SHAD- BE ALLOWED. O 7. z p _ o y w c/5 >- z _ CD 3 ZC-)Z CUc���Q E Z n �C',Ct1 W ,g cit �, o U t� LU o U 41 I L Z coo M z p _ o y w c/5 >- z _ CD 3 ZC-)Z CUc���Q E Z n �C',Ct1 W ,g cit �, o U t� LU o U 41 I L I. THE DRAWIN65 AND SPECIFICATIONS WILL BE CONSIDERED AS MUTUALLY EXPLANATORY AND ANY WORK REQUIRED BY ONE BUT NOT THE OTHER WILL BE PERFORMED AS THOUGH REQUIRED BY BOTH IN CASE OF CONFLICT BETWEEN THE DRAWIN65 AND .SPEGIFIGATIONS, THE ARGHITEGT WILL DETERMINE, LARGE SCALE DRAWIN65 WILL TAKE PRECEDENCE OVER SMALLER PLANS OF MINOR DETAIL. 2. DO NOT SCALE DRAWIN65. VERIFY AND FOLLOW INDICATED DIMENSIONS. IN CASE OF DI5- CREPANGY, NOTIFY THE ARGHITEGT FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. THE DEGI510N OF THE ARGHITEGT IN THE CASE OF A DISCREPANCY WILL BE FINAL. 3. THESE DRAWIN65 AND SPEGIFIGATIONS ARE INTENDED TO PROVIDE FOR A COMPLETE AND FINISHED PIECE OF WORK, AND THE CONTRACTOR WILL NOT AVAIL TO OBVIOUS OR UNIN- TENTIONAL ERROR OR OMISSION AND WILL INCLUDE IN THEIR BID, PROVISIONS FOR ALL, LABOR, MATERIAL, AND 5ERVIGE5 INCIDENTAL FOR A COMPLETE AND FINISHED BUILDING IN EVERY RESPECT. THIS DOES NOT IMPLY THAT THE CONTRACTOR WILL BE REQUIRED TO FURNISH LABOR OR MATERIAL NOT OBVIOUSLY INTENDED, SHOWN OR GALLED FOR; HOWEVER, SHOULD HE BEC -71N WORK WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWIN65, SPECIFICATIONS AND FIELD CONDITIONS, CORRECTIONS WILL BE MADE WHIGH IN THE OPINION OF THE ARGHITEGT BEST ALLEVIATES THE CONDITIONS WITH NO ADDITIONAL PAYMENT. 4. NO INTOXICATING BEVERA6E5 OR ILLEGAL SUBSTANCE WILL BE ALLOWED ON THE SITE OF THE WORK, AND NO PER50N WILL BE ALLOWED ON THE SITE INTOXICATED OR UNDER THE INFLUENCE OF INTOXICATING BEVERAGES OR ILLEGAL 5UB5TANGE. FURTHERMORE, FROM THE TIME THAT THE DRIED -IN BUILDING SHELL 15 COMPLETED, OR ENCLOSED FROM THE ELEMENTS, NO SMOKING OR USE OF TOBACCO IN ANY FORM WILL BE ALLOWED INSIDE THE BUILDING. 5. ALL MATERIALS STORED ON THE SITE WILL BE ARRANGED AND MAINTAINED IN AN ORDERLY MANNER 50 THAT THE USE OF WALK5, DRIVES, ROADS AND ENTRANCES REMAIN UNENCUMBERED. 6. CONTRACTOR WILL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION, INGLUDING ALL EQUIPMENT, MATERIAL, ACCESSORIES, TOOLS AND LABOR REQUIRED FOR THE COMPLETE OPERATION OF THE WORK, IN ACCORDANCE WITH ALL APPLICABLE GODS REQUIREMENT5 AND MANUFAGTURER'5 RECOMMENDATIONS, 1. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THE REQUIREMENTS OF THE DRAWIN65 OR SPECIFICATION CONFLICT WITH OR ARE IN VIOLATION OF APPLIGABLF LAWS, CODES, REGULA- TIONS OR ORDINANGE5 THEY WILL NOT PROGEED WITH THE WORK IN QUESTION UNTIL THE ARGHITEGT HAS BEEN NOTIFIED IN HRITIN6 AND A WRITTEN DETERMINATION 15 MADE BY THE ARGHITEGT. NO EXTRAS HILL BE ALLOWED TO MEET CODE REQUIREMENT5. 8. CONTRACTOR WILL PROVIDE ALL PERMITS AND ARRANGE FOR INSPECTIONS AS REQUIRED BY THE CITY, COUNTY AND/OR STATE AUTHORITIES. FURNISH GERTIFIGATE OF FINAL INSPECTION FROM THE LOCAL BUILDING INSPECTOR, INDICATING THAT THE INSTALLATION COMPLIES WITH ALL GOVERNING RE6ULATION5. Q. CONTRACTOR WILL BE PROPERLY LICENSED TO PERFORM WORK AT THE LOCATION OF THE PROJECT AND WILL MAINTAIN ADEQUATE SERVICE FACILITIES LOCALLY. HE WILL PROVIDE REFERENGE5 OF AT LEAST THREE SATISFACTORILY COMPLETED PROJECTS OF SIMILAR TYPE AND SIZE TO THE OWNER. 10. GONTRAGTOR WILL COORDINATE HORK 50 A5 TO CONFORM TO THE PROGRESS OF THE WORK OF THE TRADES, FOR THE COMPLETION OF THE ENTIRE INSTALLATION AS SOON AS THE GONDITION5 OF THE BUILDING ALLOWS. 11. SHOP DRAWIN65 WILL BE SUBMITTED FOR ALL EQUIPMENT AND MATERIALS WHICH MUST INTERFACE AND COORDINATE WITH OTHERS. CONTRACTOR WILL SUBMIT 51X (6) GORES TO THE ARGHITEGT FOR REVIEW. 12. UPON COMPLETION OF THE WORK, THE CONTRACTOR WILL LEAVE PROJECT IN A GLEAN AND OPERATIONAL CONDITION. 13. GONTRAGTOR WILL VERIFY AND COORDINATE ALL NEW AND OR EX151ING CONDITIONS TO INCLUDE DIMENSIONS AT THE JOB 51TE FOR COMPARISON WITH THE DRAWIN65 PRIOR TO BIDDING THE PROJECT. SHOULD ANY DISCREPANCIES, INCON515TENCIE5 OR OM155ION5 BE FOUND THE ARGHITEGT HILL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 14. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE STANDARD TO THE INDUSTRY AND IN COMMON USE. NOTIFY THE ARGHITEGT OF ANY ABBREVIATIONS IN QUESTION. 15. CONTRACTOR WILL COORDINATE THE INSTALLATION OF VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS, (INGLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS, MEGH- ANIGAL DUCTS, INSULATION, CONDUITS, RAGEHAY5, SPRINKLER SYSTEM, LIGHT FIXTURES, CEILING SYSTEMS AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND WILL BE RESPOW SIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FIN15H FLOOR INDICATED IN THE DRAWIN65 AND THE FIN15H SCHEDULE. GEILIN6 HE16HT DIMEN51ONS ARE TO THE FINISH SURFACE OF THE CEILING. 16. ACCESS PANELS HILL BE PROVIDED AND INSTALLED HHEREVER REQUIRED BY THE BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELEGTRIGAL EQUIPMENT WHETHER OR NOT INDICATED ON THE DRAWIN65. GONTRAGTOR WILL COORDINATE SIZE, LOCATION AND TYPE OF ACCESS PANEL WITH OTHER CONTRACTOR'S WORK AND RECEIVE THE APPROVAL OF THE ARGHITEGT. ALL AGGE55 PANELS SHALL MAINTAIN THE FIRE RATING OF THE ASSEMBLY WHERE INSTALLED. 11. DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS, ELEVATIONS AND DETAILS ARE TO FACE OF STUD, MASONRY, CONCRETE OR STRUCTURAL GRID GENTERLINE5 UNLE55 OTHERWISE NOTED. 18, ALL DUCT PENETRATIONS THROUGH PARTITIONS AND GEILIN65 WILL BE PROVIDED WITH NEC- E55ARY FRAMES AND BRAISING AROUND THE OPENING AND HILL MAINTAIN THE FIRE ASSEMBLY RATING OF THE HALL OR GEILIN6 TO INCLUDE FIRE DAMPERS WHERE REQUIRED. Iq. THE CIVIL, 5TRUGTURAL, MEGHANIGAL, ELEGTRIGAL, PLUMBING AND SHOP DRAWIN65 ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWIN65 AND WILL BE GOORDINATED BY THE GON- TRACTOR. THE CONTRACTOR WILL COORDINATE ALL DRAWIN65 AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY WORK, AND BRING ANY D15GREPANGIE5 TO THE ATTENTION OF THE ARGHITEGT FOR CLARIFICATION. 20. IMPROPERLY INSTALLED WORK WILL BE CORRECTED BY THE CONTRACTOR AT HI5 EXPENSE AND AT NO EXPENSE TO THE ARGHITEGT, THE ARCHITECT'S CONSULTANT'S, THE CONSTRUCTION MANAGER OR THE OWNER. 21. CONSULT THE ARGHITEGT AND PROJECT STRUCTURAL ENGINEER IN ALL GA5E5 WHEN GUTTING INTO AN EXISTING OR NEW STRUCTURAL SYSTEM, 22. ALL EXIT DOORS WILL BE OPERABLE FROM IN51DE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLED6E OR EFFORT AND WILL BE ACCESSIBLE TO THE HANDIGAPPED. 23. THE MAXIMUM EFFORT TO OPERATE DOOR5 SHALL NOT EXCEED THE FOLLOWING REQUIREM- ENT5: INTERIOR DOORS 5 POUNDS, EXTERIOR DOORS 8.5 POUNDS AND FIRE RATED DOORS 15 POUNDS. 24, EMER6ENCY EXITS WILL NOT BE BLOCKED AT ANY TIME. 25. WHEN IT MAY BE NECESSARY TO INTERRUPT ANY UTILITY SERVICE TO MAKE GORREGTIONS AND OR CONNECTION A MINIMUM OF 48 HOURS ADVANCE NOTICE WILL BE 61VEN TO ALL AFFECTED PARTIES. INTERRUPTIONS IN UTILITY SERVICE WILL BE OF THE SHORTEST POSSIBLE DURATION. 26. IN THE EVENT THE UTILITY 5ERVIGE 15 INTERRUPTED WITHOUT THE REQUIRED 48 HOUR NOTICE THE CONTRACTOR WILL BE FINANGIALLY LIABLE FOR ALL DAMA6E5 SUFFERED BY THE OWNER DUE TO UNAUTHORIZED INTERRUPTION. REGONNEGTION WILL BE MADE AS SOON AS POSSIBLE. 21. WORK INSTALLED IN CONFLICT WITH THE DRAWIN65, SPECIFICATIONS OR SHOP DRAWIN65 SHALL BE CORRECTED BY THE CONTRACTOR AT H15 EXPENSE AND NO ADDITIONAL EXPENSE TO THE OWNER OR THE ARGHITEGT. 28. CONTRACTOR WILL PROTECT ALL FINISHED WORK AND SURFACES OF FINISHED WORK FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND WILL REPLACE AND OR REPAIR ALL DAMA6ED CAUSED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARGHITEGT. 2Q. 51ZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS OR BASES SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER. 30. ALL BUILDING CONSTRUCTION WORK, MECHANICAL, AND ELEGTRIGAL INSTALLATIONS, AND EQUIPMENT CONNECTIONS REQUIRED AS PART OF THI5 PROJECT SHALL COMPLY WITH THE STATE BUILDING RULES AND RE6ULATION5, LOCAL ORDINANGE5, AND ANY OTHER STATUTORY PROVISIONS PERTAINING TO THI5 GLA55 TYPE OF WORK, ANY SUCH RULES AND REC-ULATION5 SHALL BE GON51DERED AS PART OF THE SPECIFICATIONS AND DRAWIN65. 31. GONTRAGTOR PERFORMING WORK ON THE PREMISES WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND 5UPERV151N6 A REASONABLE AND PRUDENT SAFETY PROGRAM UNDER APPLICABLE LAW5 INGLUDING BUT NOT LIMITED TO THE 150LATION OF WORK AREAS AND THE PROMPT REMOVAL OF DEBR15 OR TOOLS WHIGH M16HT ENDANGER HEALTH, SAFETY OR WELL - FARE OF PERSONS. 32. CONTRACTOR WILL PROVIDE AND INSTALL ALL STIFFENERS, BRAGIN6, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL GA5EWORK, TOILET AGGESSORIE5 AND ALL FLOOR MOUNTED OR SUSPENDED MECHANICAL AND ELEGTRIGAL EQUIPMENT. 33. CONTRACTOR WILL VERIFY THE LOCATION OF ALL EXI5TIN6 UTILITIES BELOW OR ABOVE GRADE AND COORDINATE RELATED SERVICE GONNEGTION5 WITH THE RESPECTIVE UTILITY COMPANY. 34. CONTRACTOR WILL COORDINATE THE REMOVAL, ABANDONMENT, AND OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW 6RADE WITH THE RESPECTIVE UTILITY COMPANY. 35. GONTRAGTOR WILL PERFORM ALL THE WORK WITHIN PUBLIC R16HT-OF-WAY5 ACGORDIN6 TO THE CITY JURISDICTION FOR STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR WILL OBTAIN PERMITS FROM APPROPRIATE A6ENGIE5. 36. CONTRACTOR WILL PROVIDE TEMPORARY 5RAGE5, SHORES AND 6URD5 REQUIRED TO SUPPORT ALL LOAD5 TO WHIGH THE BUILDIN6 STRUCTURES, UTILITIES AND R16HT-OF-WAY5 MAY BE SUBJECTED DURING GON5TRUGTION. 31, CONTRACTOR WILL PROVIDE ONE COMPLETE SET OF A5-13UILT DRAWIN65 INDIGATIN6 ALL DISCREPANCIES OR GHAN6E5 FROM ORIGINAL DE516N DOCUMENTS INDIGATIN6 ACTUAL LOCATIONS OF CONGEALED WORK TO THE ARGHITEGT AT THE COMPLETION OF WORK AND PRIOR TO FINAL PAYMENT. 38. DRAWIN65 OF EXISTING 51TE OR BUILDIN6 CONDITIONS HAVE BEEN COMPILED FROM EXI5TIN6 DATA SUPPLIED BY OTHERS TO THE ARGHITEGT. THE ARGHITEGT MAKES NO WARRANTY EITHER EXPRESSED OR IMPLIED FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION RECORDED. CONTRACTOR WILL FIELD VERIFY ALL EXI5TIN6 CONDITIONS. 3C,. INSTALLATION OF FIRE ALARM SYSTEM, AUTOMATIC FIRE SPRINKLER SYSTEM AND STANDPIPE SYSTEM HILL NOT BE STARTED UNTIL DETAIL PLANS, SPECIFICATIONS AND ENIGINEERIN6 GALGULATIONS HAVE BEEN REVIEWED BY THE ARGHITEGT AND AN APPROVAL HAS BEEN ISSUED BY THE DEPARTMENT OF JURI50IGTION. 40. FIRE ALARM SYSTEMS WILL BE APPROVED / REVIEWED BY THE LOCAL 5ERVIGIN6 FIRE DEPARTMENT HAVIN6 JURISDICTION PRIOR TO INSTALLATION. 41. ALL GONGRETE FLOORS MUST BE 3;000 P51 COMPRESSIVE 5TREN6TH AT A 28 DAY TEST. 42. ALL DRYWALL SHALL BE 5/8" TYPE "X" ONE-HOUR FIRE RATED: TAPED, 5PACKLED SANDED, AND READY FOR PAINTING. 43. EACH SUBCONTRACTOR SHALL DO HI5 OWN GUTTING AND PATCHIN6 AS REQUIRED FOR HI5 PORTION OF THE WORK. 44. HANDIGAPPED TOILET ROOMS TO BE PROVIDED. PROVIDE 6RAB BARS AS PER A.D.A. REQUIREMENT5 AND 5'-0" DIAMETER CLEARANCE IN EACH SPECIFIED TOILET ROOM. 45. 6.G. SHALL BID TO SUPPLY AND INSTALL 4" BATT INSULATION IN RESTROOM WALL5. IF PROJECT HAS YOUTH AREA, WALLS SHALL BE SOUND INSULATED FROM REMAININ6 BUILDING, 6.G. SHALL CONFIRM WITH OWNER FOR ANY ADDITIONAL ROOMS WHIGH HE MAY REQUIRE TO BE SOUND INSULATED. 46. PAINTING: ALL SURFACES SHALL BE PREPARED FOR NEW PAINT OR FOR REPAINTING - DR'WALL: FIRST GOAT PRIMER AND TWO (2) TOP GOATS OF LATEX EC76 SHELL ENAMEL WOOD: FIRST GOAT PRIMER, TOP GOATED WITH LATEX TRIM METAL: FIRST GOAT ZING CHROMATE PRIMER, TOP GOATEE) WITH METALASTIG ENAMEL, OR ENAMEL KITCHEN AREA AND ALL REST ROOMS SHALL BE PAINTED WITH FIRST A PRIMER AND TOP COATED WITH ALKYD -SEM), GLOSS ENAMEL. ©2017 Copyright 2017 by JT Designers — These drawings - Scope Drawings: the exclusive property of JT Designers, Inc. The These drawings indicate the general scope ofthe project in terms of architectural original ideas represented here, by these drawings, shall not SQ. FT.: 1 472 +/- be o.ed. altered or reproduced in any matter without the y design concept, the dimensions ufthe building, the major architectural elements express written consent of JT Designers. Inc. and the type of structural, mechanical and electrical systema. The drawings do not Written dimensions on these drawings shall have precedence over any scoled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and be responsible for, all dimensions on the job site. JT S—����g�T�C� C completion of the requirements of the contract. On the basis of the general scope Designers Inc., must other notified of any variationsot from the Yl�l U f� indicated or descihed, the trade contractors shall furnish all items required for the dimension or any other discrepancies shown on these q y q drawings. CONST : y — B proper execution and completion of the work JT DESIGNERS INC. ISSUE: PLANNING CONSULTAND S 211 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 signer PH: 317-828-1166 M:317-493-1805 e+mail: JTDESIGNERSINC GMAIL ACCEPTED BY OWNER DATE: ----------------- ACCEPTED BY DESIGNER DATE: ACGEPTED BY GONTRAGTOR DATE: -----____-- RE5FO NL 7'� NOTE: REFER TO ALL SHEETS FOR ADDITIONAL P-ESPONSIBITIES �4A7R�X AFFECTED SERVICE DESCRIPTION: OWN :OWNER 6G: PRIMARY GONTRAGTOR SUB -DONT: 5UB-GONTRAGTOR DESGRIPTION PROVIDE INSTALL ELEG. GAS WATER SEWER REMARKS GENERAL w 9A Wa�w 124lop PERMITS G/SUB-CON G/SUB-CON 0 c/D EACH TRADE TO SUBMIT PAPERWORK - FEES PAID BY OWNER BARRIGADE / FENGIN6 6G/OWN 6G/OWN DUMPSTERS GG/OWN GG/OWN SUPERVISION 6G/OWN 6G/OWN SELECTIVE DEMOLITION 6G/SUB 6C,/SUB OPEN WALLS FOR ELEGTRIGAL AND PLUMBING METALS THREADED RODS 6C,/SUB 6G/SUB COUNTER BRAGKET GG/51JB 5G/5UB LT GAUGE FRAMING 6G/SUB 6G/SUB WOOD AND PLASTIC, WOOD BLOGKING IN WALL - FT MATERIAL 6C,/SUB 6G/SUB COUNTERTOPS OG/SUB GG/SUB MILLWORK AND TRIM 6G/SUB GC,/SUB PLYWOOD - FT MATERIAL GG/SUB OG/SUB FRP WALL PANELS 6G/SUB 6C,/5UB 4" WALL BASE GG/SUB GG/SUB FINISHES GONGRETE SEALER 6C,/5UB OG/SUB FRP WALL PANELS GC,/SUB 6C/SUB GYPSUM WALLBOARD GG/SUB GIG/SUB INTERIOR WALL PAINT 6G/SUB OG/51JB 4" WALL BASE GG/SUB 6G/SUB CERAMIC TILE 6C,/SUB GG/SUB DRYWALL GEILIN6 6G/SUB GG/SUB HVAC RTU LL LL X X DUCTWORK 6G/SUB 6C,/SUB X THERMOSTAT 6G/SUB 6G/SUB X TERMINALS 6C,/SUB GG/SUB X EXHAUST FANS GG/SUB OG/SUB X PLATFORM PIPING GG/SUB 6G/SUB PEDICURE EXHAUST UNIT OWN/GG OWN/6C, PLUMBING PLUMBIN6 FIXTURES GG/SUB OG/SUB X X WATER PIPING 6C,/SUB 6G/SUB X SEWER PIPING AND EXGAVATION GG/SUB GG/SUB X FITTINGS AND FAUCETS GG/SUB OG/SUB X BRAGINO AND HANGERS GG/SUB 6C,/SUB X ELEGTRIGAL LIGHTING FIXTURES AND BOX (A5 NEGE55ARY) 6G/SUB 6C/SUB X POWER OUTLETS AND BAGKBOX 6G/SUB 6C,/SUB X BRAGIN6 GIRGUITIN6 CONDUIT AND WIRE 6G/5UB GG/SUB X BRAGIN6 AND HANGERS GC,/SUB OG/SUB X TRIM AND FAGEPLATES 60/5UB GG/SUB X DISGONNEGTS 6G/SUB OG/SUB X 1 N GENERAL N 0T 2 OWNER: 19 O as N EWA con � N M C O �O Wa N Z �W U� U2 O Q�1 L I P OF- QV`, S T No.a.y� 3326 S A F i h��1,gRcHi� TEG_ L L N Z 4. 4. N Z. oar w� NCAw E-� w 9A Wa�w 124lop on 0 � 0 c/D Z A CAO L L N Z 4. 4. N Z. FL��5l N6 GENERAL N07 1. The plumbing system shall be installed according to State and Local Requirements, to assure a complete, safe and workable system. 2. P.V.C. schedule 40 may be used for waste and vent lines if acceptable to local governing codes. 3. Insulate hot and cold water lines with 3/8" "Armflex" insulation. 4. Hot and cold water supply piping shall be type "L" hard copper minimum. Use type "K" copper below ground. 5. All dimensions must be verified in the field. 6. Plumbing Contractor shall coordinate his work with all other trades to assure a complete, safe and workable system. 7. Plumbing Contractor shall coordinate location and provide the rough -in and final connection of any Owner supplied equipment. 8. All hot water supplies shall have temperature limiting controls, so that the water does not exceed 120 degrees. 9. Water conservation shall be in accordance with prevailing energy codes. 10. The Plumbing Contractor to furnish & install all electric water heaters. The Electric Contractor to wire all water heaters. 11. Where applicable, run water lines on warm side of insulation. 12. Shock arrestors to be installed on all hot & cold water supply lines, as required. 13. This contractor to verify all aspects of water & sewer service with the local utility company. 14. The Plumbing Contractor shall install floor drains with cleanouts to meet code requirements. Floor drains shall be chrome or brass finish top. Top of floor drains shall be level and even with floor. If floor drains installation is unacceptable to the Architect this Contractor shall repair at no extra cost to the Owner. 15. Any cutting and patching required by this Contractor to perform his work shall be done by this Contractor. Coordinate any curing and patching with General Contractor. 16. The plumbing contractor shall install the plumbing system as shown on the drawings. The system shall meet all state and local governing codes. Should the plumbing contractor desire to make any changes concerning the plumbing system, he shall be responsible to obtain approval of changes from the architect / engineer prior to making such changes. 17. Gas piping shall be by this Contractor. The installation and materials used shall be according to N.F.P.A. Standards covering such installations. Coordinate gas meter locations with local utility company requirements. BACKFLOW WASHING MACHINE[PREVENTION CONNECTION BOXUNIT utj H I GLELOUT �l \ FLOOR DRAIN \ AT BAGKF 70N UNIT " HW LINE Tb WASHING MACHINE _I" HW LINE TO FIXTURES I I 1 MOP 51 NK TPR VALVE TO BE DRAINED INTO MOP BASIN WATER HEATER CONCENTRIC, FLOW FLUE FOR UNIT 4" GW LINE TO UNIT 7� �� LA�®�7 SGALE: 1/2 - -O NOTES: I. ALL FIXTURES, L15TED ABOVE, MAY BID WITH A PRE -APPROVED EOUAL. 2. ALL FLOOR DRAINS TO BE EQUIPPED WITH TRAP GLAND PRIMER OR "DEEP" SEAL PROTEGTED. 02017 Copyright 2017 by JT Designers — These drowingsJEMODEL Scope Drawings; are the exclusive property of JT Designers, Inc. he Thcsc:drawin sindicatcthc eneralaco ofihcinterms ofarchitceturxl original ideas represented here, by these drawings, shall not Sit. FT.. 19472+/ — g g tw project be used, altered or reproduced in any matter without the Q design concept, the dimensions of the building, the major architectural elements express written consent e JT Designers. Inc, and the type of atructural, mechanical and electrical systems. The draw do not Written dimensions on these drawings shall have precedence l� m� over any n scaled dimensions. Contractor must verify, and necessarily indicate y y. Date or describe all work required for full performance and be responsible for, all dimensions on the job site. JT USE: : B—BT TCS Tj�j'�C� G� completion of the requirements ofthe contract. On the basis ofthe general scope Designers Inc., must 6e notified of any variations from the S B IIJJ f�ddll�7+LiSS dimension or any other discrepancies shown on these 7 - indicated or deseibed the trade contractors shall famish all items required for the �sl drowings. CONST:V- B proper execution and completion ofthe work 9 n er JT DESIGNERS INC. ISSUE: PLANNING CONSULTANT S 211 S. RITTER AVE. - SUITE H PH: 317-828-1166INDIANAPOLIS IA Z: 317-493-1805 MARK O>�SGRII�TI ON Mf�NUF�GTUR�R � MO1�El� �GGE550R1 ES HOT REM4ARK5 FLO^ RATE P -I WATER GL05ET - HANDICAP AMERICAN STANDARD # 2108.408 WHITE OPEN -FRONT SEAT ELONGATED P-2 LAVATORY - WALL MOUNT AMERICAN STANDARD # G 141.011 #5402.000.002 FAUCET 112V HANDLE P -TRAP AND DRAIN P-3 FLOOR DRAIN J.R. SMITH - 2010C,-PO50 MUSTEE #63P — AO SMITH - 50 GAL. ELEG SPATEGH PEDIGURE SPA UNIT UNIT INSTALLATION TO COMPLY & w/ ADA DISABILITY REQUIREMENTS P-4 MOP SINK FRONT SIDE TOUGH CONTROLS P-5 P-6 WTR HEATER PEDICURE CHAIR I/2" P-7 HUB DRAIN J.R. SMITH OATEY #38550 ZURN #g5OXLT2 DOUBLE CHECK P-8 P -G WASHER CONNECTION BACKFLOW PREVENTER UNIT #5402.000.002 FAUCET 112\1 HANDLE P -TRAP AND DRAIN P_10 LAVATORY SINK UNDER COUNTER MOUNT AMERICAN STANDARD #04�i5.221 P-4 1 1/2" — 1/2" NOTES: I. ALL FIXTURES, L15TED ABOVE, MAY BID WITH A PRE -APPROVED EOUAL. 2. ALL FLOOR DRAINS TO BE EQUIPPED WITH TRAP GLAND PRIMER OR "DEEP" SEAL PROTEGTED. 02017 Copyright 2017 by JT Designers — These drowingsJEMODEL Scope Drawings; are the exclusive property of JT Designers, Inc. he Thcsc:drawin sindicatcthc eneralaco ofihcinterms ofarchitceturxl original ideas represented here, by these drawings, shall not Sit. FT.. 19472+/ — g g tw project be used, altered or reproduced in any matter without the Q design concept, the dimensions of the building, the major architectural elements express written consent e JT Designers. Inc, and the type of atructural, mechanical and electrical systems. The draw do not Written dimensions on these drawings shall have precedence l� m� over any n scaled dimensions. Contractor must verify, and necessarily indicate y y. Date or describe all work required for full performance and be responsible for, all dimensions on the job site. JT USE: : B—BT TCS Tj�j'�C� G� completion of the requirements ofthe contract. On the basis ofthe general scope Designers Inc., must 6e notified of any variations from the S B IIJJ f�ddll�7+LiSS dimension or any other discrepancies shown on these 7 - indicated or deseibed the trade contractors shall famish all items required for the �sl drowings. CONST:V- B proper execution and completion ofthe work 9 n er JT DESIGNERS INC. ISSUE: PLANNING CONSULTANT S 211 S. RITTER AVE. - SUITE H PH: 317-828-1166INDIANAPOLIS IA Z: 317-493-1805 MARK ^A57r= \/7=N7 COLO HOT REM4ARK5 FLO^ RATE 1 1 P-5 P-4 P -I 3" I/2" I/2° - UNIT INSTALLATION TO COMPLY & w/ ADA DISABILITY REQUIREMENTS 1.6 Gal. /Flush P-2 2" I I/4" I/2" I/2" UNIT i INSTALLATION TO COMPLY w/ ADA DISABILITY REQUIREMENT5 2.0 GPM P-3 3" 1 1/2" - _ INTEORATED EM15SION PROTECTION N1 A TRAP PRIMER OR A "DEEP SEAL" 1/2" HW P-4 1 1/2" 1 1/4" 1/2" - 1/2" GW 4.0 GPH P-5 — -- 3/4" —3/4° TP& R WITH DRAIN TO MOP SINK SINK5 IN BE GABINETRY P_6 2" NET VENT 1/2" 1/2" TO COORDINATION CONNECTION P-7 1 1/2" 1 1/4" -- - 1/2" GW P-6 P -q -- -- 1 1/2" 1 1/2" 2.0 GPM P-10 2" 1 1/4" 1/2" 1/2" NOTES: I. ALL FIXTURES, L15TED ABOVE, MAY BID WITH A PRE -APPROVED EOUAL. 2. ALL FLOOR DRAINS TO BE EQUIPPED WITH TRAP GLAND PRIMER OR "DEEP" SEAL PROTEGTED. 02017 Copyright 2017 by JT Designers — These drowingsJEMODEL Scope Drawings; are the exclusive property of JT Designers, Inc. he Thcsc:drawin sindicatcthc eneralaco ofihcinterms ofarchitceturxl original ideas represented here, by these drawings, shall not Sit. FT.. 19472+/ — g g tw project be used, altered or reproduced in any matter without the Q design concept, the dimensions of the building, the major architectural elements express written consent e JT Designers. Inc, and the type of atructural, mechanical and electrical systems. The draw do not Written dimensions on these drawings shall have precedence l� m� over any n scaled dimensions. Contractor must verify, and necessarily indicate y y. Date or describe all work required for full performance and be responsible for, all dimensions on the job site. JT USE: : B—BT TCS Tj�j'�C� G� completion of the requirements ofthe contract. On the basis ofthe general scope Designers Inc., must 6e notified of any variations from the S B IIJJ f�ddll�7+LiSS dimension or any other discrepancies shown on these 7 - indicated or deseibed the trade contractors shall famish all items required for the �sl drowings. CONST:V- B proper execution and completion ofthe work 9 n er JT DESIGNERS INC. ISSUE: PLANNING CONSULTANT S 211 S. RITTER AVE. - SUITE H PH: 317-828-1166INDIANAPOLIS IA Z: 317-493-1805 © ❑D 1/2" HW 1/2" GW P-6 1/2" HW 1/2" GW P-6 1/2" HW 1/2" GW P-6 1/2" HW P-6 1/2" GW 1/2" HW P-6 1/2" GW :��O�il4EE571 C, �NATER LA"�CJ7 SGALE: Ilb'' = II -0" 6-73" _ 4 — 4'-24' — ON Ll EXISTING 2" DRAIN STUB TO O BE GUT LEVEL WITH FLOOR S� AND GAPPED WITH FLUSH L I D ao `S^4M�� rn 3" MAIN VENT UP �4" THRU ROOF � 0 o _ 7 6-32' ,� P-� 3" BAN LATERAL Vfi�� r � P-3 S�N ? b lvr Eli 'll a' 2'-3.; OWNER: we C N ACr—r Cn � N M p -t N Z 14 -W,0 z C U �U WM d M 1„ 2" SAN LATERAL P -7 T-7" I �u DRAIN LINES IN BASE 4-32 CABINETS TO TIE INTO�11NCf ' 0 O 81-43" EXISTING STUB - TYP OF �1 C It U P-� b 4 2 LOCATIONS w N C EXIBTING SAN MAIN EXISTING 2 DRAIN STUB TO �"N BE GUT LEVEL WITH FLOOR • `r AND GAPPED W 1 TH FLUSH LID. HZ� � Zoo 0 P-7" Q ? ct ISI r M .� U O r+y Cd PHU== P-� b rn P-7 rn CMN cM b�4/ P-� -" 2" MAIN VENT UP c%N ? 3" THRU ROOF O 6-74" EXISTING CONCRETE FLOOR SHALL BE GUT AND VENT EXTENDED OVER TO DEMISING WALL AREA- CENTER OF PIPE TO BE 2" OFF FACE OF DEMISING WALL % ► ' �%► �_ \ _ SGALE: 1/8" = 1'-0'' aw - V ANS SAS -TE" ANS VENT L �O�fi QH1 L I P � ���'��► >Qv;. G� STFR.P�' h� N0. r Q- �' rA to 1A JW a Dow oo"!I- 19 O w Aga zm _ _01111 1c N Ic N Ic LA 1 1 P-5 P-4 I vLl v N N GW 1 KP-2 ABV - zv P-2 1/2" HW — NN 1/2" GW 11 _.1 1 1/2" HW ABV GL DROP LINES IN I/2" HW � WALL TO PLATFORM 1/2" GW I/2" HW 1/2" GW P-6 11 P-10 P-10 I EXISTING WATER STUB5 TO BE EXTENDED TO DUAL 1/2" HW SINK5 IN BE GABINETRY 1/2" GW II SHUT OFF VALVES TO BE INSTALLED AT WALL LINE AND TE=NANT TO COORDINATION CONNECTION TO TENANT SUPPLIED FIXTURES 1/2" HW 1/2" GW P-6 © ❑D 1/2" HW 1/2" GW P-6 1/2" HW 1/2" GW P-6 1/2" HW 1/2" GW P-6 1/2" HW P-6 1/2" GW 1/2" HW P-6 1/2" GW :��O�il4EE571 C, �NATER LA"�CJ7 SGALE: Ilb'' = II -0" 6-73" _ 4 — 4'-24' — ON Ll EXISTING 2" DRAIN STUB TO O BE GUT LEVEL WITH FLOOR S� AND GAPPED WITH FLUSH L I D ao `S^4M�� rn 3" MAIN VENT UP �4" THRU ROOF � 0 o _ 7 6-32' ,� P-� 3" BAN LATERAL Vfi�� r � P-3 S�N ? b lvr Eli 'll a' 2'-3.; OWNER: we C N ACr—r Cn � N M p -t N Z 14 -W,0 z C U �U WM d M 1„ 2" SAN LATERAL P -7 T-7" I �u DRAIN LINES IN BASE 4-32 CABINETS TO TIE INTO�11NCf ' 0 O 81-43" EXISTING STUB - TYP OF �1 C It U P-� b 4 2 LOCATIONS w N C EXIBTING SAN MAIN EXISTING 2 DRAIN STUB TO �"N BE GUT LEVEL WITH FLOOR • `r AND GAPPED W 1 TH FLUSH LID. HZ� � Zoo 0 P-7" Q ? ct ISI r M .� U O r+y Cd PHU== P-� b rn P-7 rn CMN cM b�4/ P-� -" 2" MAIN VENT UP c%N ? 3" THRU ROOF O 6-74" EXISTING CONCRETE FLOOR SHALL BE GUT AND VENT EXTENDED OVER TO DEMISING WALL AREA- CENTER OF PIPE TO BE 2" OFF FACE OF DEMISING WALL % ► ' �%► �_ \ _ SGALE: 1/8" = 1'-0'' aw - V ANS SAS -TE" ANS VENT L �O�fi QH1 L I P � ���'��► >Qv;. G� STFR.P�' h� N0. r Q- �' rA to 1A JW a Dow oo"!I- 19 O w Aga zm _ _01111 1c N Ic N Ic SCALE: 1/4" = I' -O" 02017 Copyright 2017 by JT Designers — These drawings Scope Drawings: the exclusive property of JT Designers, Inc. The original ideas represented here, by these drowin s, sholl not ((�� �i'Thcsc drawings indicate the general scopeofthe project m terms Of architectural be used, altered or reproduced in any matter without the SQ. + T•: 1)472+/ — express written consent of JT Desi design concept, the dimensions of the building, the major architectural elements gn<rs. Inc. and the type of structural, mechanical and electrical systems. The drawings do not Written dimensions on these drawings stroll have precedence p gs over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all workrequired for full performance and De responignersemle for, on notified on etre tab lice. JT USE: B -BUSINESS completionoftha uirementsofthe conti-Aa On the basis ofthe neralsco e Designers Ince must I d notified of any variations from the .D lJ � � p dimension or any other discrepancies shown on these indicated or descibed, the trade Contractors shall furnish all Items required for the drawings. CONST:V- B proper execution and completion ofthe worL JT DESIGNERS INC. ISSUE: PLANNING CONSULTANT S 211 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 igner PSI: 317-828-1166 FAX: 317-493-1805 •, TT,'�T(1T!'11•Tr+T I,T�Tl,/\lYl l . TT :�)�4N ON :� �EILINA FLAN SCALE: 1/4" = I' -O" 2X4 ACOU57IC GEILING: +q' -C DRYWALL OR GEILING: +�1'-C EXPOSED 70 ; 5UFACE MOUN I LIGHT FIX71.)RE (RECE55ED IF CEILING 15 IN5 DRYWALL OR CEILING: +r -I' -O RECE55ED LEi LIGH7 FIX7URE GHANDEILIER LIGHT PAI N7ED/S7AIN WOOD 7RIMME5 EDGE OF SOFF ACCJ571CAL 71 CEILING: +11'-O" LOW SOFFIT Al PERI METER OF +10'-O" PAIN7E1;)/57A I NI WOOD 7RIMMES EDGE OF SOFF AGOU571GAL 71 CEILING: +11'-O" LOW 1507F 17 A7 PERIMETER OF +10'-0" �L(�7Z;) C,,LINA FLAN SCALE: 1/4" = I'-0" F L C 7r;) C L I N 6 FLAN OWNER: Q�1 L I P No. 0 3326 S A '�,,�qR ••... ► *': EGA= IT__, P- M z O W • �,,,/ � N �O o � 4- ,_4w p•, p� o �Zc 73 U Z 0 Cq — U O t0-- M � Qt 1 Q� Q�1 L I P No. 0 3326 S A '�,,�qR ••... ► *': EGA= IT__, P- M z L 0 SUSPENDED GEILIN6 SYSTEM J 5 '-'L' /'�L D' ULI 1--IX6 WOOD TRIM 8" GYP BOARD -STAINED 3 8" METAL STUD - 8" GYP BOARD EXISTING DEMISIN6 WALL 8" GYP BOARD -10" WALL BASE FLAIL SUSPENDED GEILIN6 SYSTEM 3 8" METAL STUD FRAMING 8" GYP BOARD IX WOOD TRIM OPENING IN WALL IX WOOD TRIM 3 8" METAL STUD FRAMING 8" GYP BOARD x-10" WALL BASE 3 8" METAL 5 8" GYP BOARD IX6 HOOD TRIM -STAINED n 3 8" METAL STUD FRAI 8" 6YP BOARD `- SUSPENDED GEILIN6 SYSTEM IX6 WOOD TRIM -STAINED OPENING IN WALL 4 ° a a ° ° 4 ^ALL SC,7ON 3 SCALE: I'' = 1'-O" L I I NG SUSPENDED GEILIN6 SYSTEM 3 8" METAL 5 8" GYP BOARD IX6 WOOD TRIM -STAINED 0 m Di -3 8" METAL STUD 8" GYP BOARD PAINTED DRYWALL SOUND INSULATION 3 811 METAL STUD FRAMING 8" GYP BOARD LAMINATE COUNTERTOP SHELF BRACKET 3 8" STUD WALL BLOCKING 10" WALL BASE d a a 5 GALL 5 C,7ON 3, SGALE: I" = 1'-0" EAS v a 4 ° OWNER: �. NO SCALE D a ° ° ° ° a ° d < ° a 4 ° 4 4 ►--� �p cel SYSTEM �o o�joDo oao oQoao 000 0 0 0 0 0 0 o c 10 o co o co 0 oC SAL SC,fi 0 2 ^ALL 5C,.,7ON ^ALL SECS ON 3. SCALE: 111 _ 1'-0'' 3 SCALE: 111= 1 I -Oil 3 SGALE: 1 i. = 1'-0' ©n. copyright pe,t by JT Designers — These drawingsREMODEL re the exclusive vraperty of JT Designers, Inc. The original ideas represented here, by these drawings, shall not P-4 �%1 Z c U Z O Scope drawings. Thcscdrawingsindicatcthcgcncrnlscopcofthcprojcctintcm�aofarchitcciwxl eJ T DESIGNERS INC . ISSUE: ��77 SQ. FT.' 4/2'�'�— IQ"..4 _ be used, altered or reproduced in any mutter without the express written consent of JT Designers, Inc. Written dimensions on these drawings shall have precedence , design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The &&win do not 1� tSa U Q 03 PLANNING CONSULTANT S 21 1 S. BITTER AVE. -SUITE H over any scaled dimensions. contractor must verify, and be responsible ypall dimensions on the job site. JT Designers Inc., must be notified of any variations from theB USE: p—�T T�T �G� V i S necessarily indicate or describe all work required for full performance and completion of the requirements of the contract Onthe basis ofthe neral scope p q indicated descibed, TPH: INDIANAPOLIS IN 46129 317-828-1166 FAQ: 317-493-1805 -STAINED dimension or any other disrreponcies shown on these drawings. rte y T� CONST:V- — B or the trade contractors shall furnish all items required for the proper execution and completion ofthework [�eesigner __mail• TTi�FCTC'.i.T>r_RRTMrnaC. ATT. 4 ° a a ° ° 4 ^ALL SC,7ON 3 SCALE: I'' = 1'-O" L I I NG SUSPENDED GEILIN6 SYSTEM 3 8" METAL 5 8" GYP BOARD IX6 WOOD TRIM -STAINED 0 m Di -3 8" METAL STUD 8" GYP BOARD PAINTED DRYWALL SOUND INSULATION 3 811 METAL STUD FRAMING 8" GYP BOARD LAMINATE COUNTERTOP SHELF BRACKET 3 8" STUD WALL BLOCKING 10" WALL BASE d a a 5 GALL 5 C,7ON 3, SGALE: I" = 1'-0" EAS v a 4 ° OWNER: IVNASI O. 4:2i FAUX COLUMN0 3326 AND GAPITOL % _:_!/S1A��^//IAUI o_ r. o � CA CA ZZ� Q O (3,L CA 10" WALL BASE O pCAM a M a a w o 3 SCALE: 1" = 1'-0" O O -SUSPENDED 5 SPEN U ED� W N o GEILIN6 G ILIN6 ►--� �p cel SYSTEM 5 STEM @l 04W. Cl, �® I'-3" P-4 �%1 Z c U Z O E I' -I �2" IQ"..4 38" METAL STUD U Q 03 g GYP BOARD -IX6 WOOD TRIM -STAINED IVNASI O. 4:2i FAUX COLUMN0 3326 AND GAPITOL % _:_!/S1A��^//IAUI o_ r. o � CA CA ZZ� Q O (3,L CA 10" WALL BASE O pCAM a M a a w o 3 SCALE: 1" = 1'-0" ROOM AOOESSORY LEGEND 15'T'ME3. MARK AGCESSORY MODEL # r A TILT MIRROR w/ STAINLE55 STEEL FRAME BOBRIGK F3 -2q5 1830 x E3 1/4" PLATE GLASS MIRROR W/ GONCEALED FASTENERS (42" x G6") CUSTOM �7 G SOAP DISPENSER SURFACE MOUNTED BOBRIGK 13-40 D TOWEL DISPENSER SURFACE MOUNTED BOBRICK B-262 np L TOILET PAPER DISPENSER BOBRICK B-2888 51 MIN.- Ln d 6 36" LONG GRAB BAR @ BACK BOBRICK B-6806 LIJ _ ::7---_I H 42" LONG GRAB BAR @ SIDE BOBRICK B-6806 60 18" LONG VERTIGAL GRAB BAR @ SIDE SEE SPEGIFIGATIONS 0 K URINAL SCREEN a- 11211 711 1/211 SIGN TO BE N – 5/4" RADIUS (TYP.) LOCATED AS BACKGROUND DOLOR SHOWN • /— SYMBOL DOLOR I" H16H INTERNATIONAL N AGGESS SYMBOL COLOR m BORDER GOLOR WOME HELVETIGA MEDIUM LETTERS, RAISED GHARAGTERS RAISED BRAILLE ROOM SIGNAGE LOCATION SERVICE IDENTIFICATION SIGNAGE (WOMEN'S RESTROOM SIGN, NOTE: PROVIDE SERVICE SIGNAGE MEN'S RESTROOM S 16N SIMILAR) AT ALL ADA PUBLIC RESTROOMS �� NOS TO ALL NATE COUNTERTOP SUPPORT BRACKET DE IN—WALL BLOGKIN6 BRACKET IS PLASTIC LAMINATE FINISH OVER I" PARTICLE BOARD GORE. PROVIDE IN—HALL BLOGKIN6 AT ANCHOR POINTS. 24"x24" FOR KNEE5PAGE5 GREATER THAN 21" DEEP, "x q" FOR KNEE5PAGE5 20"-21" DEEP, AND 14"x14" FOR KNEESPAGES 15"-20" DEEP. E3RAT 1:;�EE7A I L5 SCALE: 1/2 = I -O _ o m m I N �j_ 811 611 NOTE: SPOUT HEIGHT AND KNEE CLEARANCE DIMENSIONS. SECTION THRU DRINKING FOUNTAIN, EQUIPMENT PERMITTED IN SHADED AREA 4.1 NU I 1 U `GALL ©2017 Copyright 2017 by JT Designers — These drawings REMODEL Scope Drawings: ore the exclusive property of JT Designers. Inc. The original ideas represented here, by these drawings, shall not S �T, ; 1472 +/— ms's' drawings indicate the general scope ofthc prwicct m tam of architectural be used, altered or reproduced m any matter without the design concept, the dimensions of the building, the major architectural elements express written consent e JT Designer:. Inc, and the tv of structural, mechanical and electrical systems. The draw do not Written dimensions on these drawings shall have precedence PC drawings over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and be responsible for, all eimensions on me ,ob stte. Jr USE: D—BT �C� T'ATTL`�� completion, ot'the requirements of the cwntrM, On the basis ofthe neral scope Designers Inc., must be notified of any variations from the B lJ t311� E p dimension or any other discrepancies shown on these q y indicated or deseibed. the trade contractors shall furnish all items required for the drawings. CONST:V- — B proper execution and completion of the work. SIMON MQ FLOOR MOUNTED HCG WATER CLOSET O FLOOR MOUNTED WATER0I I CLOSET HG URINAL 5'—O" DIA. URINAL HG TURN AROUND GRAB BAR (SIZE AS NOTED) MIRROR CULTURED MARBLE COUNTERTOP WITH INTEGRATED GAST- I N SINK BOWLS —� 2X4 WALL SUPPORT --� 2x BLOGKIN6 AT THIRD POINTS. (GLUED AND NAILED.) LAMINATED END SUPPORT IN BACKGROUND SCALD PROTECTION DEVICES ON ALL EXPOSED PIPES 6" MAX. OLAVATORY ® HG LAVATORY WALL MOUNTED HG LAVATORY x X < z < � 51 MIN.- Ln d LIJ _ ::7---_I O1 60 '� \/ N m a- 6" MAX. OLAVATORY ® HG LAVATORY WALL MOUNTED HG LAVATORY CULTURED MARBLE GOUNTERTOP L.AVAT®R� CO�fiR Z�fiA L I TO SEAL r G Q) ® O O m G A4.1 SCALE: 1/4" = 1'-0" JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 211 S. RITTER AVE. - SUITE H INDIANAPOLIS TN 46129 igner7 FII: 317-828-1166 FAIN O a U O cv c� c� NOTE: FRAMING GONTRACTOR SHALL INCLUDE IN BID TO INSTALL ALL BLOCKING, IN WALLS FOR RESTROOM ACCESSORIES, TOILET PARTITIONS, PLUMBING FIXTURES, AND COUNTERS, ALONG WITH ALL OTHER BLOCKING THAT MAY BE NECESSARY FOR SUPPORT WALL TILE SEE FINISH SCHEDULE C SHEET A1.2 15" GRAB Bf I TOILET P PI DISPENSE m � 0 WALL HUNG LAV 6" TILE BA6_ WALL TILE SEE FINISH SCHEDULE ON SWEET AL2 18" GRAB BAR 42" GRAB BAR 36" GRAB BAR TOILET PAPE O D15PEN 5ER O - E _ O m O m m SCALD HANDICAP PROTECTION WATER CLOSETZ L E fi I I I ON ALL E POSED A ON I I HATER CLP ' PIPING SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O" WALL TII SEE FINI 5GHEDUL SHEET A WALL HUT LAV C C SCALD \ ON ALL EXPOSED I Cl) IN PIPIN6 SGALE: 1/2" = 1'-0" 6" WALL BASE — WALLS TO BE TO 48" AFF ELEVATION SCALE: 1/2" = 1'-0" 1;;;Z57ROC f=LiAN SCALE: 1/211 = I1-011 N L A R E 1:-;� R57R,00 FLANS ANS ELEVAT I ON5 OWNER: c WALL TILE SEE FINISH SCHEDULE ON 5HHEE1 A1.2 O I • CIS U z�� 1 Q0 CIS 1 s"rF9�I� * a nnnnnnnnn ���i�C14'•I � I � ..' - , NOTES L ALL UNITS TO HAVE ECONOMIZER PROVIDED & INSTALLED. 2. ALL UNITS SHALL BE SET IN DRIP PAN W/ DRAIN LINE TO EXTERI❑R OF BUILDING, 3. ALL UNITS SHALL BE COMPLETE WITH 7 -DAY ELECTR❑NIC FULLY PROGRAMMABLE THERMOSTAT w/ LOCKABLE COVER 4, ALL UNITS SHALL BE EQUIPPED WITH SMOKE DETECTOR IN RETURN AIR DUCT, PRIOR TO ENTERING UNIT, SO THAT IN THE EVENT OF FIRE, DETECTOR SHALL DEACTIVATE BLOWER MOTOR & SOUND ALARM, 5, COIL SHALL BE CONNECTED TO SAIL SWITCH IN RETURN AIR DUCT S❑ THAT IN THE EVENT BLOWER MOTOR IS DEACTIVATED, COIL SHALL BE DEACTIVATED AS WELL, TO PREVENT "FREEZE-UP", NOTE! SPECIFIC CHART VALUES ARE FOR REFERENCE ONLY ALL PERFORMANCE SHALL BE VERIFIED AGAINST EXISTING EQUIPMENT INSPECTIONS E HAJ57 SAN SCHEDULE MARK MANUFACTURER HEAT FU F/ AIR HANDLING AND HEAT 1 NG EOUIFMEN7 5GHDUL DESCRIPTION 5UPPLY FAN COOL NG HEATING FILTERS CONDENSER SECTION ELECTRICAL HP P�GANNING CONSULTAN;I'S �� 21 S. BITTER AVE. MARK MANF MODEL NUMBER TOTAL C.F.M. O.A.ESP C.F.M. MOTOR H.P. E.A.T. MBH TYPE OUTPUT MBH / 576 TYPE ( # ) THK. O.A. TEMP 70 LOW O.A.AREA 36 CONDENSER COMPRESSOR \/L7 PH MCA B}<R COOL TON UNIT WEIGHT DB ^5 TH `,H 1198 FAN HP. .25 EER {< STEPS EXHAUST WALL CAP IF 2 CARNES VCDB SERIES 400 100 0,125 .80 1500 1/8 115 1 l; 2 IF 3 CARNES SERIBES 500 120 0,125 80 1500 1/8 115 1 RTU 1 TRANS YSC090F3MA0000 3,000 38% 0,8 3/4 67 80 90 75 GAS 150 / 125 2 T -A (1) 1 13 10,1 1 808 3 382 60A 7.5 916 NOTES L ALL UNITS TO HAVE ECONOMIZER PROVIDED & INSTALLED. 2. ALL UNITS SHALL BE SET IN DRIP PAN W/ DRAIN LINE TO EXTERI❑R OF BUILDING, 3. ALL UNITS SHALL BE COMPLETE WITH 7 -DAY ELECTR❑NIC FULLY PROGRAMMABLE THERMOSTAT w/ LOCKABLE COVER 4, ALL UNITS SHALL BE EQUIPPED WITH SMOKE DETECTOR IN RETURN AIR DUCT, PRIOR TO ENTERING UNIT, SO THAT IN THE EVENT OF FIRE, DETECTOR SHALL DEACTIVATE BLOWER MOTOR & SOUND ALARM, 5, COIL SHALL BE CONNECTED TO SAIL SWITCH IN RETURN AIR DUCT S❑ THAT IN THE EVENT BLOWER MOTOR IS DEACTIVATED, COIL SHALL BE DEACTIVATED AS WELL, TO PREVENT "FREEZE-UP", NOTE! SPECIFIC CHART VALUES ARE FOR REFERENCE ONLY ALL PERFORMANCE SHALL BE VERIFIED AGAINST EXISTING EQUIPMENT INSPECTIONS E HAJ57 SAN SCHEDULE MARK MANUFACTURER M®DEL NUMBER GFM DUCT SIZE APPROX. 5P MAX. SONE LE�/EL MOTOR VOL75 ® CEILING SUPPLY GRILLE ( SAG ) PHASE REMARKS RPM HP P�GANNING CONSULTAN;I'S �� 21 S. BITTER AVE. ROUND SUPPLY DUCT SECTION r_7 WALL SUPPLY GRILLE ( SAG ) SQUARE / RECTANGLE RETURN DUCT SECTI❑N CEILING RETURN EGG -CRATE REGISTER ( RAD ) 0 ROUND RETURN DUCT SECTION dimension or any other discrepancies shown on these dr°wing=. WALL RETURN GRILLE ( RAG ) EF 1 BROAN HD80L 75 40 0.125 80 1500 1/8 115 1 l; 2 EXH FAN EXHAUST FAN WITH LIGHT MD M❑T❑RIZED DAMPER _E -6x4_ EXHAUST DUCT - WIDTH x DEPTH THERMOSTAT WITH UNIT I.D. CONTROLLED EXHAUST WALL CAP IF 2 CARNES VCDB SERIES 400 100 0,125 .80 1500 1/8 115 1 l; 2 IF 3 CARNES SERIBES 500 120 0,125 80 1500 1/8 115 1 l; 2 NInT��. 1 DUCTS TO BE COMBINED AS SHOWN. 2 TIE ACTIVATION OF FAN INTO LIGHT SWITCH FOR SIMULATENOUS OPERATION OF FAN AND LIGHTS HAS SEVERAL N075 I. The heating, air conditioning equipment and installation shall conform to all current National, State and Local Godes. 2. The Mechanical Gontractor to clearly label each unit by area served using I" stencil or engraved plastic. 3. The Mechanical Contractor shall coordinate supply air, and return air ducts with General Gontractor so duct encasements may be installed at the proper locations, as not to affect the structural system of the building. 4. The Mechanical Contractor is to coordinate gas piping with Plumbing Contractor to assure correct size and final locations of the units, and piping servicing the units. Piping in attic, to be suspended from trusses a minimum of 12" above insulation for proper leak test and future service and inspection. The M.G. to verify all aspects of gas service with local utility. 5. The Mechanical Contractor shall be responsible for pouring concrete pad for units. Units to be 30" clear of building or at manufacturer's recommendations, which ever is greater. (o. The Mechanical Contractor shall coordinate all electrical requirements of all units with the Electrical Contractor to assure final correct locations of the unit's disconnects. All equipment to be provided with internal fuse protection, per N.E.G., State and local Godes. "1. All Exhaust Fans and Ventilators shall have back draft dampers. Units provided and installed by the Mechanical Contractor, power and Hiring by the Electrical Gontractor. 8. Ductwork shall be insulated. See Ductwork General Notes. �. The Mechanical Gontractor to provide 3/4" PVC, condensate drains with slope to positive drainage outside of building. Provide sheet metal auxiliary drain pan, at attic units, 2" deep under each cooling coil. Provide 3/4" condensate drain separated from cooling coil drain. Slope to positive drain with straps at 48" O.G. to avoid sagging of lines. Pitch auxiliary drain pans and cooling coils slightly in direction of condensate flow. 10. The 1,/lechonicol Gontractor shall install fire dampers in all ducts passing through Fire Rated Walls and Ceilings `denoted os "F,D,'on these DraAings) and all other locations specified by the State Fire Marshall or Authority Having Jurisdiction, 11. Mechanical equipment shall be base bid as 3dp power supply. Mechanical contractor shall be responsible for verifying available power supply prior to ordering and installing equipment. 12. The Mechanical Gontractor to provide and install specified control devices and Low Voltage Wiring. Thermostats to be Fully Programmable -1 Day. Provide "tamperproof" Covers with lock for all thermostats. 15. Fresh / Outside Air shall conform to ASHRAE 62 "Ventilation for Acceptable Indoor Air Ouality" and all State and Local Godes. 14. S.E.E.R. / E.E.R. - as rated in accordance with U.S. Government D.O.E. Test procedure and A.R.I. Standard 210--7q. 15. A.F.U.E. - Annual Fuel Utilization Efficiency as established by U.S. Government Standard P.O.E. Test. 16. The Mechanical Gontractor shall provide Balancing Report prior to final occupancy. THESE NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS OR SPECIFICATIONS. I Duct dimensions are shown as clear inside dimensions. Where internal insulation is called for, dimensions shall be increased by the thickness of insulation. 2 Portions of ducts visible through diffusers, grilles and registers in finished areas shall be painted flat black. 3 Coordinate exact locations of all ceiling diffusers, registers and exhaust grilles, ductwork, etc. with lighting layout, reflected ceiling plan and owners layout, so they Hill remain unobstructed. 4 Coordinate all duct penetrations with Structural Drawings. 5 Supply and return ducts shall be sheet metal with I" thick internal acoustical lining. - OR - Wrop all supply and return ductwork with 2" thick, 3/4 Ib. density foil -Faced insulation, - OR - Where applicable, Owens Corning I" fiberglass duct board. 6 All ductwork shall be fabricated and installed in accordance with SMAGNA Duct Manual and NFPA GO -A. 'I f=lexible ductwork not to exceed 6'. When longer runs occur, use 2b 6a. round ductwork to obtain required lengths. 8 Provide flexible connection where supply and return air ducts connect to unit. 1-1 Ductwork openings shall be coordinated with MBM for installation by this Contractor. The M.G. to provide ductwork for exterior, insulated and weather -protected and install return air ductwork as required. 10 These drawings indicate duct for size and approximate location. Ducts may need to be moved slightly to insure no obstruction in installation. ©2017 Copyright 2017 by JT Designers —These drawings e the exclusive property of JT Designers, Inc. TheT original ideas represented here, by these drawings, shall not be used, altered or reproduced In any matter without the express SYMBOL DESGRIFbTION SYMBOL DESCRIPTION ® CEILING SUPPLY DIFFUSER ( SAD ) ROUND CEILING SUPPLY DIFFUSER ( SAR ) S -12x8 SUPPLY DUCT - WIDTH x DEPTH RETURN DUCT - WIDTH x DEPTH R -12x8 ® CEILING SUPPLY GRILLE ( SAG ) $+ architectural elements and e the type . p tnratural mechanical and electrical systems. The drawings do not indicate SQUARE / RECTANGLE SUPPLY DUCT SECTI❑N ® CEILING / FLOOR SLOT DIFFUSER ( SAS ) P�GANNING CONSULTAN;I'S �� 21 S. BITTER AVE. ROUND SUPPLY DUCT SECTION r_7 WALL SUPPLY GRILLE ( SAG ) SQUARE / RECTANGLE RETURN DUCT SECTI❑N CEILING RETURN EGG -CRATE REGISTER ( RAD ) 0 ROUND RETURN DUCT SECTION dimension or any other discrepancies shown on these dr°wing=. WALL RETURN GRILLE ( RAG ) SQUARE -TO -ROUND TRANSITION --AFD FIRE DAMPER PH: 3'17-828-1166 FAX: 317-493-1805 EXH FAN EXHAUST FAN `VD VOLUME DAMPER e-maill• TTnT7A1GTTRRCTwr(n)r.XAA1i EXH FAN EXHAUST FAN WITH LIGHT MD M❑T❑RIZED DAMPER _E -6x4_ EXHAUST DUCT - WIDTH x DEPTH THERMOSTAT WITH UNIT I.D. CONTROLLED EXHAUST WALL CAP ©2017 Copyright 2017 by JT Designers —These drawings e the exclusive property of JT Designers, Inc. TheT original ideas represented here, by these drawings, shall not be used, altered or reproduced In any matter without the express —ScopeREMODE SQ• FT.: 1472 +/- 9 Drawings: Thcsc drawings indicate the general scope ofthc project in tants ofamhitecutrai design concepti the dimensions of the building, the or InaJ DESIGNERS INC . ISSUE: ritten consent of JT Designers. Inc. Written w dimensions on th s e e drawin s shall hay g e precedence over any scaled dimensions. Contractor must verify, and $+ architectural elements and e the type . p tnratural mechanical and electrical systems. The drawings do not indicate U P�GANNING CONSULTAN;I'S �� 21 S. BITTER AVE. be responsible tor, all dimensions on the job site. JT Designers Inc., must be notified of any variations from the USE: U B—BUSINESS necessarily -describe all work required for full performance and com letionofther p equrrementsofthe cwntrac4. On the basis ofthegeneral scope 0? -SUITE H 'INDIANAPOLIS IN 46129 dimension or any other discrepancies shown on these dr°wing=. CONST:�7_ B indicated or descibed. the trade contractors shall furnish all items requrredforthe signer PH: 3'17-828-1166 FAX: 317-493-1805 • proper execution and completion e-maill• TTnT7A1GTTRRCTwr(n)r.XAA1i M(�HAN I SAL FLAN SCALE: 5/16" = I' -O" Z z fi v 7 a Q OWNER: o as N C con � N A CIaM � D �� z F �V �O WM O � C o U 0? bA • Q o CIS O M .~ ci N QHI L ` I... 1. V .G\AS' TE;Q, O. * A nnnnnnnnn LEV 71 C N 4 L, N P 41 SUPPORT SPACING TO BE 8'-0" MAX, 3' OVERLAP c/w (2) 3/8"0 BOLT FASTENERS — I Y2' x 16 ga GALV. SHEET METAL STRAP w/o DISFIGURING SHAPE BLANKET INSULATION SEALED VAPOR TIGHT ALONG ALL SEAMS & HANGERS c/w MASTIC & FABRIC TAPE 4" WIDE REGTANGULAR DUCT DETAIL A B DRAW THRU 3/8'0 THREADED XB BLOW THRU HANGER STRAPS SPACING 2X HANGER ROD H TO BE 8'-0" MAX. 3' OVERLAP c/w (2) 1 3" OVERLAP c/w (2) 3/8'0 BOLT FASTENERS, FOR DUCT OVER 18'0 BE 4'-0" MAX, TO HANG DUCT 1/4"0 BOLT FASTENERS i w/o SAGGING 3" OVERLAP c/w (2) 1" x 18 ga GALV. SHEET METAL STRAP c/w (1) 1/4'0/ , 1 Yz°x16 ga GALV. 1/4'0 BOLT FASTENERS BOLT RATED FASTENER 2'x I L ga CHANNEL w/o DISFIGURING SHAPE 1" x 20 ga GALV. SHEET w/o DISFIGURING SHAPE, i METAL STRAP c/w (1) UP TO 18`0 DUCT 1/4'0 BOLT FASTENER �•� BLANKET INSULATION SEALED w/o DISFIGURING SHAPE TRAPEZE STYLE SUPPORT FABRIC TAPE 4' WIDE FOR DUCT OVER 42" DIM. STRAP LOOP STYLE SUPPORT FOR DUCT UP TO 42' DIM. REGTANGULAR DUCT DETAIL FLEX DUGT DETAIL ROUND DUGT DETAIL 7'�SAL :%(�T 5JF O T :�T NOT TO SCALE A SQUARE ELBOW 15 FERM15515LE ONLY WHERE SHOWN ON DRAWINGS OR BY REQUEST W DRAIN LINE SHALL BE AT LEAST THE R_W SAME SIZE AS THE NIPPLE ON THE - DRAIN PAN R SLIP -FIT CLEAN-OUT PLUG R WITH 1/4" VENT HOL "XI W PITCH DOWN z R=W R TOWARD DRAIN R=W W Q CLEAN ❑U PERMISSIBLE ELBOWS DRAIN PAN a CLo R �--❑PEN DRAIN AIR FLOW AIR FLOW SEE SHEET P1 W — — R=W o 20' MAX. ON DIVERGING 50' MAX. ON CONVERGING PERMISSIBLE TRANSITIONS AIR FLOW AIR FLOW W7 T*i"FE A B DRAW THRU 2" PLUS X XB BLOW THRU HANGER STRAPS SPACING 2X H TO BE 8'-0" MAX. 3' OVERLAP c/w (2) HANGER STRAPS SPACING TO 3" OVERLAP c/w (2) 3/8'0 BOLT FASTENERS, FOR DUCT OVER 18'0 BE 4'-0" MAX, TO HANG DUCT 1/4"0 BOLT FASTENERS w/o SAGGING 3" OVERLAP c/w (2) 1" x 18 ga GALV. SHEET METAL STRAP c/w (1) 1/4'0/ , 1 Yz°x16 ga GALV. 1/4'0 BOLT FASTENERS BOLT RATED FASTENER SHEET METAL STRAP w/o DISFIGURING SHAPE 1" x 20 ga GALV. SHEET w/o DISFIGURING SHAPE, i METAL STRAP c/w (1) UP TO 18`0 DUCT 1/4'0 BOLT FASTENER �•� BLANKET INSULATION SEALED w/o DISFIGURING SHAPE VAPOR TIGHT c/w MASTIC & FABRIC TAPE 4' WIDE FLEX DUGT DETAIL ROUND DUGT DETAIL 7'�SAL :%(�T 5JF O T :�T NOT TO SCALE A SQUARE ELBOW 15 FERM15515LE ONLY WHERE SHOWN ON DRAWINGS OR BY REQUEST W DRAIN LINE SHALL BE AT LEAST THE R_W SAME SIZE AS THE NIPPLE ON THE - DRAIN PAN R SLIP -FIT CLEAN-OUT PLUG R WITH 1/4" VENT HOL "XI W PITCH DOWN z R=W R TOWARD DRAIN R=W W Q CLEAN ❑U PERMISSIBLE ELBOWS DRAIN PAN a CLo R �--❑PEN DRAIN AIR FLOW AIR FLOW SEE SHEET P1 W — — R=W o 20' MAX. ON DIVERGING 50' MAX. ON CONVERGING PERMISSIBLE TRANSITIONS AIR FLOW AIR FLOW W7 T*i"FE A B DRAW THRU 2" PLUS X XB BLOW THRU 1" MIN. 2X WHERE X = STATIC PRESSURE IN PAN NOTE: �Sa �S° 1. DRAIN LINE SHALL BE INSULATED WHERE MOISTURE FROM SWEATING WILL BE OBJECTIONABLE OR CAUSE DAMAGE TO AREA. ROUND TO ROUND REGTANGULAR TO ROUND 2, FOR ATTIC MOUNTED UNITS LOCATED ABOVE CEILINGS REGTANGULAR TO REGTANGULAR PROVIDE 3/4" SECONDARY DRAIN PIPING. ROUTE DRAIN TO POINT WHERE LEAKAGE WILL BE NOTICED. PERMISSIBLE DUGT BRANG�+ TAKEOFF 1 MIN. AIR GAP SHALL BE EQUAL TO TWO (2) TIMES THE INTERNAL DIA, OF THE CONDENSATE DRAIN PIPING. NOT TO SCALE HANGERS (TYPJ SCALE: NO SCALE VOLUME DAMPER DUCT BRANCH SUSPENI CEILING ALLOWABLE IF FLEX, DUCT ER -IN U11 I UJLI\ NOTE: FLEX DUGT TO BE SAME SIZE AS DIFFUSER NECK. 7'�C,,L FL.1:%C__�T 1—;) T L NOT TO SCALE 02017 Copyright 2017 by IT Designers — These drawings Scope-REMODELDra • are the exclusive property of IT Designers, Inc. The y� tangs i original idea s represented here, by these drawings, shall not SQ. .G T.: 1472 +/— Th�sedrawn'gstndicatcthcgcncralscopcofUu:projcctintamsofarchitcctural be used, altered or reproduced in any matter without the design concept, the dimensions of the building, the major architectural elements express written aon'ent of IT Designers. Inc. and the type of structural, mechanical and electrical systems. lite draw do not Written dimensions these drawings hall have precedence p nlgs over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and be responsible for, all dimensions on the lob site. IT USE: U—BT 7C� T'ATE�C� completion of the requirements ofthe contract. On the basis ofthe general scope Designers Inc., must be notified of any variations from the l� 0.J SI S dimension or any other discreponcles shown on these indicated or descibed, the trade contractors shall furnish all items required for the rlawrngs. CONST:V— B proper execution and completion of the work. JT DESIGNERS INC. ISSUE: PLANNING CONSULTA&? S 211 S. RITTER AVE. — SUITE H INDIANAPOLIS IN 46129 igner PH: 317-828-1166 FAX: 317-493-1805 PEDICURE 2"0 DROP IN WALL MANICURE SCALE: NT5 MANICURE 2"0 DROP IN WALL 2'0 DF WALL 2'0 DROP ] WALL arm E -6X6 EXH E-3"0 2'0 DROP I WALL E -2"A 2'0 DROP I WALL 2' PORT IN WALL JST DROP 1:%5T (:�OLL C,7 ON LA"�OJ_T TITLE: OWNER: IL IP' '%% c'QC' S T E,p 'pC��o4 No. A nnnnnnnnn ";` r . C �4 r-s"s"ll , �4 �4 �� H ";` r . C • 5E^ER ❑E7AL5 ❑moo��❑ ^71;;Z ❑E7AL5 OWNER. �o aN z VINYL FLASHING WARPED w O INSIDE OF VENT � -T� CZ -I SERVICE TO M Q LU I I FIXTURES qS Z d v SLOPED ROOF AND ROOFIN6 WALL L > MATERIAL I oLU �� z Z'5 6'1 MIN. GAST IRON WITH ttl FLASHIN6 TO EXTEND UNDER G.W. SERVICE DOVER H2O LOADING ROOFING MATERIAL A �� SHUT-OFF VALVE 0.5.4Y. VALVES MINIMUM OF q" IN ALL PVG GAP DIRECTIONS FROM VENT Z #1 CRUSHED STONE 4" OR C " PVC RISER51- TO GAST IRON BOX REGULATOR BASE 450 BEND SEAL ROOFING AT FLASHIN6 INSULATING UNION w a LATERAL NYE AS REQUIRED BY ROOFING (PIPE DIA. VARIES) MANUFAGTURER TO BE _ 0 0 ®o WATER AND WEATHER T16HT PIPE SIZE -SEE PLAN CRUSHED STONE BEDDING INCOMING z DOUBLE GHEGK SERVICE: BAGK FLOW .. VENT STACK PREVENTER STEEL SLEEVE �0 ❑ 6AS PIPE TO ENTER BUILDING ASSEMBLY END OF THRU METALLIC SLEEVE, OPENING 6AS TIGHT SEALS UTILITIESzQ1 TO BE CAULKED TIGHT WITH NOTE: USE FERNGO GOUPLIN65 - PIPE AT ALL OPENINGS DIVISION METER LEAD SEAL. IF REQUIRED TO CONNECT SUPPORTS --► FIN. FLOOR DISSIMILAR MATERIALS, GAP NOTE: A CLEANOUT MUST BE INSTALLED IN SEWER PROTECTIVE GOMBINATION STOP COATING � � AND INSULATION LATERAL WHEN DISTANGE FROM BUILDING • TO SEWER MAIL EXCEEDS 50 FT. E • — — FINISH GRADE w E" t C U 7" F. ❑X7. C❑❑ NOJ7 Z�❑fi d❑ 7'I F. \/ ENT F❑A5 N6 � -T ❑ — — pix �� bA NOT TO SCALE SCALE: NO SCALE ❑ ❑ ❑ ❑ ❑ 7 I � ❑ ISA 5 � 7❑ � 7A I ❑ `�, c~.� vNOT TO SGALE NOT TO SCALE OU p 0 BUILDING STRUCTURE CLEANOUT AND AGGESS RE: STRUCTURAL SHEETSZ O COVER. TOP OF COVER ` , V O TO BE FLUSH WITH TOP N ri E OF FLOOR FLOOR LINE O 44 CLIPS AS CLIPS AS o ^)' M Cd REQUIRED REQUIRED w a BREAK -AWAY BREAK -AWAY G) HEX NUTS HEX NUTS --�'� MANUAL SHUT-OFF 1/8"TE3END7 VALVE APPLIANCE 6AS I� RDD � I VALVE REFER TO STIFFENER HANGER ROD SPEGIFIGATIONS FOR MATERIALS WASTE LINE o I MIN. (45° TYP) LEN6TH TO SUIT BREAK -AWAY HEX NUTS o 5" MIN. WASTE LINE ELECTRICAL SUPPLY ' I/8" BEND IF CLEANOUT ® �� DISCONNECT SWITGHLEAVE CLEARANCE OCCURS AT END OF LINE / THERMOMETER © -7 x Iq STRAND GORE Q •..•• �� IN ACCORDANCE WITH w/ GAGE COCK PRESTRI TGHED FOR PIPE GAP TO 'O, V`�.•G�STE;4•;'Q oil ALL NATIONAL &BE REMOVED Q' •'� F"•• CARBON STEEL GALVANIZED /�� >r� NO. LOCAL CODES SHUT-OFF VALVE BRACE FITTINGS AIRCRAFT GABLE y (TYPICAL) * • 0 3326 COORDINATE FINISH FLOOR MATERIAL I WITH ARGHITEGTURAL DRAWIN65. GLEVIS HANGER wS A / _ _ _1111,1, H.H. GROSS BOLT SPACER 7� CAL 6AS r;� I 6 1:—;)TAI ❑ •• . 7'r F. F L � L I 0 J T ETA � I P I PE NOT TO SCALE EXPANSION NOT TO SCALE TANK - — — — I T A.S.M.E. APPROVED TEMPERATURE AND DIELEGTRIG UNION / PRESSURE RELIEF (TYPICAL) - — — VALVE. 7� o ❑ "RTS ❑ FIFE- ❑ Ce ❑ 6 \ ELECTRICAL HOT LL W JUNCTION BOXWATER �•� W SCALE: NO SCALE r_ � LU � HEATER PIPE STRAP TREATED WOOD SLEEPER SPACED AS PER I.F.6.G. Q WASTE LINE FROM DRAIN VALVE ACCESS PANEL FOR PIPE SIZE BAR EQUIPMENT I" DRAINBEVEL GUT END OF 1-1/4" HARDENED HEX SEPARATION FROM WASTE LINE LINE RELIEF VALVE DRAIN. SPAGIN6 G OF SUPPORTS HEAD SELF THREADING, 6AS PIPE CLEANOUT AND AGGESS 70 FADE OF FLOOD ZONE TO AS PER IPG -SEG. 308 SCREW ,OVER BE 2X FLOOD ZONE DEPTH FIN. FLR. COVER. TOP OF TO BE FLUSH WITH TOP OF FLOOR - FLOOR LINEHANGER 2" DRAIN PAN UNDER d TO FLOOR DRAIN WATER HEATER ® a �a FLOOD ZONE OF OR SERVICE SINK W FLOOR SINK ROOF MEMBRANE MIN �� PROTECTIVE MEMBRA N �— INSULATION A5 PER MANUFACTURE NOTE: DRAIN PAN REQUIRED FOR ALL INSTALLATIONS JACKET ABOVE FIRST FLOOR AND/OR CEILING. RECOMMENDATIONS a woo I/8" BEND P104�• INSULATION 40 Z Z Q REFER TO 0 �\ i o . ❑ JS SPEGIFIGATIONB — 16 -GAUGE, MIN. PIPE FOR MATERIALS WASTE LINE IL. GALVANIZED CA r LENGTH TO SUIT METAL SHIELD WOOD BLOCKING ROOF DECK � � NOT TO SCALE (1/2 CIRCUMFERENCE, WASTE LINE 14" LONG, MIN.) SUPPORTR THAN � `G [■� M o COORDINATE FINISH FLOOR MATERIAL 1/85BEND IF CLEANOUT WITH ARCHITECTURAL DRAWINGS. OGGURS AT END OF LINE / _— — — �\ I � • � � � � �_ x � I J FFOR— — SCALE: NO SCALE NOT TO SCALE NOT TO SCALE ©1, Copyright pert by JT Designers — These drawingsREM supe Drawings:J T DESIGNERS INC. the excluve property of JT Designers, Inc. The ISSUE. original ideas represented here, h these drawin s, shall not ((�� �i' Tbcsc drawings indicate the eacral sc0 Ofthc project m tcnas Of archdccturul TITLE: be used, altered or reproduced Inanymatter without the S K • 1 T • : 1472 �/— p � SHEET: 0xpress written consent of JT Designers. Inc. design concept, the dimensions ofawbuilding,the major erchitechualelements PLANNING CONSULTAN�fS • Written dimensions on these drawings shall have precedence and the type of structural, mechanical and electrical systems. The drawings do not 11 S. RITTL'' R AVE.- SUI�I'L" H over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and be respdimension for, all dimensions ie he job site. JT UC'E. B-BLT�IIVES� CO IeLUn Uf thC [eq quireafr the I / Desi ers Inc., must be notified of on variations from the V wr..JJ mP uirementa ofthe contract. On the basis ofthe INDIANAPOLIS IN 46129 d'�mension or any other discrepancies shown on these indicated or descibed, the trade contractors shall famish all items required for the PH: 317-828-1166 FAQ: 317-493-1805 d`°wings, 11 CQNST:V- B proper execution and completion Designer e- ail: JTDESIGNERSINC GMAIL WATER PIPING STANDARDS: (SEGTIONS b04.0 THRU 60q.0 AND TABLE 14-1) IqciG INDIANA PLUMBING CODE HOT AND GOLD WATER SUPPLY PIPING SHALL BE TYPE "L" HARD COPPER (MINIMUM) WITH TYPE K' COPPER USED BELON SLAB. ALLOWABLE ALTERNATE MATERIALS MAY BE GAST IRON, GALVANIZED IRON, GALVANIZED STEEL, PEX, PB OR SIMILAR MATERIALS. ALL MATERIALS SHALL COMPLY WITH THE APPROPRIATE STANDARDS REFERENCED IN TABLE 14-I. ALL WATER PIPING SHALL HAVE FITTIN65 AND GONNEGTIONS THAT CONFORM TO SECTION 606 OF THE IPG. FLARED JOINTS, MECHANICAL -JOINTS, OR FORMED F I TTI NCS SHALL COMPLY TO IPG AND MANUFACTURER STANDARDS FOR FINAL SELECTIONS OF WATER PIPING, MATERIAL USED (NOTE PVG SGREWED CONNECTIONS FOR WATER PIPING ARE POHIBITED) NATER SUPPLY SYSTEM FOR THIS PROJEGT 15 EXISTIN6 WATER SUPPLY FROM CITY SYSTEM AND IS METERED AND REGULATED. PIPING INSTALLED SHALL BE CAPABLE OF WITHSTANDING STANDARD WATER PRESSURES. ALL WATER PIPING SYSTEM SHALL BE SUPPORTED, GHAN6ES IN DIRECTION SHALL BE MADE MADE VIA USE OF APPROVED DEVICE OR FITTING (EXGLUDIN6 BENDS) PROVISIONS SHALL BE MADE FOR PIPE EXPANSION IN HOT WATER PIPES. NO POTABLE WATER PIPES SHALL BE LAID IN SAME TRENCHES AS SEWER PIPES. FERROUS WATER PIPING (if used) SET IN CONCRETE FLOOR SLABS SHALL HAVE PROTECTIVE COATIN6 OF AN APPROVED TYPE, MACHINE APPLIED TO MATERIAL. COPPER PIPING SHALL BE INSTALLED WITHOUT JOINTS WHERE POSSIBLE, WHERE JOINTS ARE PERMITTED, COPPER FITTINGS SHALL BE BRAZED, AND FITTING, SHALL EB WROUGHT COPPER. FINAL TESTING, OF SYSTEM SHALL BE PERFORMED TO WITHSTAND 50 PSI AIR TEST (NHIGH 15 6REATER THAN CITY SUPPLIED WATER PRESSURE) POTABLE WATER SYSTEM SHALL BE DISINFECTED AS PER LOCAL COUNTY BOARD OF HEALTH STANDARDS, FOR A TIME AS PERSGRIBE BY LOCAL BOH PRIOR TO FOOD SERVICE BEING ALLOWED. SEWER PIPING STANDARDS: (SEG 701.0 THRU 706.0 AND TABLE 14-1 Iqqq INDIANA PLUMBING CODE) DRAINAGE PIPING SHALL BE CAST IRON, 6ALVANIZED STEEL, 6ALAVANIZED WROUGHT IRON, COPPER, SGH 40 AB5 DNV OR OTHER APPROVED MATERIAL PER CHAPTER 7, IPG. NO 6ALVANIZED WROUGHT IRON SHALL BE USED UNDER GROUND AND SHALL BE KEPT 6" ABOVE FLOOR LINE. DRAINAGE FITTIN65 SHALL SHALL BE OF SIMILAR TYPE AS MAIN SEWER PIPING AND SGREWED TYPE CONNECTIONS SHALL BE OF REGE55ED DRAINA6E TYPE. FERRULES AND BUSHINGS SHALL BE BRONZE OR COPPER AND SHALL COMPLY WITH TABLE 7-1 FIXTURE CONNECTIONS SHALL BE INSTALLED AS PER SECTION 704 IPG, A CLOSET RING SHALL BE INSTALLED AT NNE NATER CLOSET. JOINT SEALIN6 AT PIPIN6 CONNECTIONS SHALL REFLECT APPROVED TYPES FOR MATERIAL SELECTED (CAULKED, PVG ADHESIVE, MOLDED RUBBER) OR SIMILAR CONDITIONS. IF EXPANSION JOINTS ARE INSTALLED THEY SHALL BE AGGESSIBLE FOR SERVIGIN6 AND INSPECTION. SENER PIPIN6 AND FITTIN65 SHALL BE INSTALLED 50 AS TO PROVIDE A MINIMUM OF A 1/8" DROP PER I' RUN SLOPE. GHANG,E5 IN DIRECTION SHALL MAINTAIN THIS SLOPE AND HORIZONTAL GHAN6ES SHALL BE DONE VIA USE OF 45 OR 60 DEGREE NYE FITTIN65. END OF EXPOSED LINES SHALL SGREN GAP SEAL, TO PROVIDE ACCESS FOR SERVICE AND MAINTINANCE. ALL PIPING THAT RUN IN FLOOR GEILIGN SPACE SHALL HAVE SUPPORTS SPACED AT +/- 4' APART (VIA UNI -STRUT OR PIPE STRAP) ANCHORED TO EXISTING STRUCTURE ©2017 Copyright 2017 by JT Designers — These drawings are the exclusive property of JT Designers, Inc. The original ideas represented here, by these drawings, shall not SQ. FT.: 1472+/ - be used, altered or reproduced in any matter without the enpre"written consent of JT Designers. Inc. Written dimensions on these drawings shot( have precedence over any scaled dimensions. Contractor must verify, and be responsible tor, t dimensions on the job site. JT USE. R—BUSINESS Designers Inc., must be notified of any variations from the U 1KJ U dimension or any other discrepancles shown on these drawings. CONST:V- I$ i re.1arr /I u � `A57 I;� Y 7 SGALE: NTS 4 Scope Drawings; Thcsc drawings indicate the general scope of the project in tams of architcckual design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full pettomumce and completion of the requirements of the contract. On the basis of the general scope indicated or descibed, the trade contractors shall furnish all items required for the Proper execution and completion of the work JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 21 1 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 ner PH: 317-828-1166 FAQ: 317-493-1805 V VENT UP U ROOF I H �� fi � 7 N 1 t) ---A NL5;) �S57 OWNER: �O V o W 0 00 cit r --I �---- Q 14 Cd W ►—a w p.t 0) z C <C a� ' Q�ILIP 'y No. * A f1AAAAn o ®ate Lq w a �w C) C) V) rA re �10 14 4) 0 � cCAM M �zm L_-soM T L N z h� r --I �---- o ®ate Lq w a �w C) C) V) rA re �10 14 4) 0 � cCAM M �zm L_-soM T L N z ELECTRICAL & AL N07ES I. All electrical work, installation, equipment shall comply with the current N.E.G. (NFPA 70), State and Local Code Requirements, to assure a complete, safe and workable system. 2. All disconnects shall be labeled for identification. Disconnects shall be installed as per the motor and/or equipment manufacturer's recommendations. Verify mounting location, at Job Site. 3. Provide a NEMA 3 outdoor rated disconnect switch and Neother- protected, ground -fault protected convenience. outlet of aach Packaged Roof -Top Unit, Heat Pump or Air Conditioning Compressor location. 4. The electrical system shall be grounded throughout and shall be bonded to the metal pipe cold -water entrance line, building steel and (3) 10 foot copper rod grounding field, at the service entrance. 5. The emergency lighting system shall be a battery pack type, solid state, permanently wired into a circuit with a lock -on breaker. 6. The final location of convenience outlets and power requirements shall be verified with the Owner, other trades and mechanical units prior to rough -in. Mount 15" A.F.H., typical unless otherwise noted. Location and mounting heights shall comply with current AN51 Standard for Accessibility for People with Disabilities. 7. The Electrical Contractor shall coordinate his work with all other trades to assure a complete and workable system. 8. The Electrical Contractor shall confirm oil aspects of new service entry, prior to Bid, include all costs connected with same. Coordinate new service to comply with local utility company standards. The E.G. shall provide installation and hook-up of new service. q. All dimensions must be verified in the field. 10. The Electrical Contractor shall provide empty P.V.G. conduit with pull -wires for the sound system where shown on the plans. Verify location, quantity and sizes with the Owner and/or Audio/Visual Consultant. 11. P.V.G. conduit under slob may be used if permitted by the State and Local Godes. 12. Sanctuary light fixtures to be verified with Owner. The Electrical Contractor shall submit fixture types for approval, prior to ordering. The E.G. to furnish and install. 15. Mount all switches at 48" A.F.F., typical unless otherwise noted. Location and mounting heights shall comply with current ANSI Standard for Accessibility for People with Disabilities. 14. Final location of floor outlets for mike jacks and power shall be coordinated with the Owner and/or Audio/Visual Consultant, prior to installation. 15. The Electrical Contractor shall verify the voltage available for the project, either single or three phase. The E.G. shall be responsible for equipment compatibility with voltage available for the project. The E.G. shall coordinate with all other Trades and Gontroctors. 16. All wiring shall be in metallic conduit or MG cable type, as per NEC, State and Local requirements. 17. All wire shall be minimum #12 AWC�; copper. All 120 V; 20 Amp circuits over 100', in length, shall be #10 AW6, copper. Aluminum or Gopper-Glad Aluminum Wire Will Not Be Accepted. 18. The Electrical Contractor to wire all water heaters, provided by others. Iq. The Electrical Contractor to wire all exhaust fans, provided by others. Provide Z Pile switches, where E.F. is controlled by light switch. 20. The Electricol Contractor shall ground the Spire Air Terminal as per NEC, and the Lightning Protection Institute Guidelines. 21. The Timeclock to be coordinated and confirmed with the Owner and/or General Contractor. Timeclock shall be 208/240 V; I Phase; 20 Amp.; 7 -Day; 24 -Hour; Day Exclusion capability; Reserve Power. Timeclock shall be NEMA I enclosure, control by Photocell. 22. Telephone locations to be coordinated and confirmed with the Owner. The Local Telephone Company to install. 23. The Electrical Gontractor shall base bid on 120/240 V; 1(� power supply to project. If 120/208 V; 3(� power supply is available, and and may be brought to project at no additional cost to the Owner; the E.G. shall present option to the Owner and/or General Contractor for approval and direction. Upon selection of service type (IiP/3<P), the E.G. shall confer with all other Trades and Contractors for coordination of equipment ordering and requirements. YARK F-1 SYMBOL. L MANUfAGTURER AND NUMBER 1 BHT FIXTURE MOUNT 5cHEr:)ULE LAYF LED LAY -IN 34W PANEL REMARK5 120V LED UNIT WITH ACRYLIC BASKET CREE ESSENTIA 2X4 4000K 10OLPW RECESSED F-2 DESCRIPTION: H.P. SI BROAN HD80L LED SURFACE C1) 16W LED 1600 LUMEN COMBINATION FAN/LIGHT UNIT F-3 0 CREE 4KR 4K 3000 LUMEN RECESSED LED 25W 3KL 120V LED UNIT WITH DRIVER i F-4 0 CREE 6KR 4K 4000 LUMEN RECESSED LED 4K 4KL 120V LED UNIT WITH DRIVER F-5 0 CREE 4KR 4K 1600 LUMEN RECESSED LED 16W 4KL 120V LED UNIT WITH DRIVER F-6 kW GALLERY LIGHTING #GC -A46 -CS 1122/5 SCONCE LEDCANDLE 120V LED UNIT WITH DRIVER ^ • 3/4" #12 .17 �� r� i� �� 20 -,\ 20� 20 �� 20� �� �� 30 20� -0 20� 30 60 � �� �� �� 20 - 20� 20 r� 201.20 �� �� �� 20� 20 20 20 30 � 60 _ X-1 ILII DUAL LITE # LX U R W E UNIVERSAL LED 120/277 VAC, UNIVERSAL, DOUBLE FACE, NICKEL -CADMIUM BATT, X-2 1.•r DUAL LITE # LZ25N-12V WALL @ HAL MR -16 120/277 VAC, 12 V , 2 HEAD WALL -PACK, NICKEL -CADMIUM X-3 3/4" DUAL LITE # LT U R W 3-0 UNIVERSAL LED 120/277 VAC UNIVERSAL, HEADLESS, REMOTE CAPABLE, NICKEL -CADMIUM BATT. X-4 = DUAL LITE # LXT❑S WALL +90" A.F.F. HAL MR16 120/277 VAC, 12 V„ SINGLE REMOTE HEAD, WET L❑CATION NOTES: ALL FIXTURES, LISTED ABOVE, MAY BID WITH A PRE -APPROVED EQUAL LOCATION: REAR HALL WALL PANEL MARK: "A" REMARKS: GOPPER BUS VOLTAGE: 120/208 PHASE: 3 WIRE: `E MOUNTING: FLUSH MANUF.: GTLR-HMR TYPE: GH d U DESCRIPTION: H.P. SI o a M LOAD BRICR. and the type of structural, mechanical and electrical systems. The drawings do not PHASE any scaled dimensions. Contractor mast verify, and BRWR. LOAD SIZE USE: B-B�t.J�S. INES�S 1� H P DESCRIPTION: U C W kW AMP C ON CST:V- B A 19 B 111, C AMP kW C W I LIGHTS ^ • 3/4" #12 .17 �� r� i� �� 20 -,\ 20� 20 �� 20� �� �� 30 20� -0 20� 30 60 � �� �� �� 20 - 20� 20 r� 201.20 �� �� �� 20� 20 20 20 30 � 60 _ .38 3/4" #12 LIGHTS 2 3 LIGHTS 3/4" #12 .77 .77 3/4" #12 LIGHTS 4 5 L I C�HTS 3/4' #12 .3-1 .34 3/4" #12 L I OHTS 6 7 LIGHTS 3/4" #12 .10 .58 3/4" #12 LIGHTS 8 q EM LIGHTS 3/4" #12 .40 -- 3/4" #12 SPARE 10 II PEDICURE CHAIR 3/4" #12 1.38 1.20 3/4" #12 MANICURE TABLE 12 13 PEDICURE CHAIR 3/4" #12 1.38 1.20 3/4" #12 MANICURE TABLE14 IS PEDICURE CHAIR 3/4" #12 1.38 1.20 3/4" #12 MANICURE TABLE 16 17 PEDICURE CHAIR 3/4" #12 1.38 3/4" #12 MANICURE TABLE 18 OUTLETS 3/4" #12 1.20 1.20 3/4" #12 MANICURE TABLE 20 k25 OUTLETS 3/4" #12 .q0 q0 3/4" #12 OUTLETS 22 NATER HEATER 3/a° #10 1.50 1.50 3/4" #12 OUTLETS 24 1.50 1.50 3/4" #12 OUTLETS 26 27 SPARE -- -- - - 1.20 3/4" #12 OUTLETS 28 2q SPARE -- -- - - -- -- -- SPARE 30 31 SPARE -- -- - - -- -- -- SPARE 32 33 DR DRYER 3/ " 4 #10 1.25 1.50 1.50 3/ " 4 #10 SI(5NAC E 54 35 1.25 36 37 RTU 3/4 1" #6 2.qO 2AO 2.qO -- -- -- SPARE 38 3q 40 41 42 SERVICE LOAD: 110.5 AMPS CONNECTED LOAD: 12.11 13.17 14.52 = 3q.8 kW. DEMAND LOAD: 31.84 kW. MAIN SIZE: 200 AMP MAIN TYPE: MLO FEED LOCATION: BOTTOM BUS SIZE: 200 AMP CONDUIT & WIRE: 2 1/2" RI610 PVG w/ THHW: TYPE & SIZE: (4) #3/0 AWG a (1) #3 AWG CRND. NOTE: LOADS MAY VARY DEPENDING ON BRAND OF EQUIPMENT INSTALLED, E.C. TO COORDINATE WITH OTHER TRADES JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 11 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 igner PR 317-828-1166 FAN: 317-493-1805 CIR Al CIR A2 CIR A3 CIR A5 CIR A4 CIR A6 CIR A8 CIR A7 EXISTING EXTERIOR EMER6,ENG'' LIC -21 -IT 10 (S�H7 N6 I=LAN-+ E<,ALE: 1/4" = I' -O" 02017 Copyright 2017 by JT Designers - These drowmgs Scope Drawings: are the exclusive property of JT Designers, Inc. The original ideas represented here, by these drawings, shall not be used, altered or reproduced to any matter without the SQ. FT.: 1472+/_ These drawl indicate the general scope ofthe project in terms ofarchitectural g P express written consent of JT Designers, Inc. ydesign concept, the dimensions ofthe building, the major arebitectural elements o a M Written dimensions on these drawings shoo have precedence and the type of structural, mechanical and electrical systems. The drawings do not - any scaled dimensions. Contractor mast verify, and necessarily indicate or describe all work required for full performance and Designer Inc., for, t dimensions on the job site. JT Designers Ince must be notified of any variations from the USE: B-B�t.J�S. INES�S 1� completionofthecontract, On the basis ofthe general scope P dimension or any Omer disareponues shown - these indicated ordescibed, the trade contractors shall furnish all items required for the drawings. C ON CST:V- B proper execution and completion ofthe work. JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 11 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 igner PR 317-828-1166 FAN: 317-493-1805 CIR Al CIR A2 CIR A3 CIR A5 CIR A4 CIR A6 CIR A8 CIR A7 EXISTING EXTERIOR EMER6,ENG'' LIC -21 -IT 10 (S�H7 N6 I=LAN-+ E<,ALE: 1/4" = I' -O" �QWL IP" t i �NO. °•��% 1 Illy ;i' '� 'RO 3326 ' '` . f i c n A -AZ ( H1N �=> i6w oo� � � 0 •�+ oda M O � 1 Q� U W E"' o a M N C> R3 o ^ • C o �QWL IP" t i �NO. °•��% 1 Illy ;i' '� 'RO 3326 ' '` . f i c n A -AZ ( H1N �=> i6w oo� � � 0 •�+ oda M O � 1 L C7RICAS SYMBOL Z�E50R1P7ION SYMBOL DESG1 1PTION SYMBOL 1�E50R1PT ON SINGLE RECEPTACLE OUTLET MICR❑PHONE JACK w BELL DEVICE N DUPLEX RECEPTACLE OUTLET ® FLOOR MOUNTED MICROPH❑NE JACK BUZZER DEVICE DUPLEX RECEPTACLE OUTLET MOUNTED HORIZONTALLY (Q CEILING MOUNTED MICROPHONE JACK o� MOTOR UNIT QUADRUPLEX RECEPTACLE OUTLET DUAL VOLTAGE RECEPTACLE OUTLET TELEPHONE OUTLET FLOOR MOUNTED TELEPHONE OUTLET a JUNCTION BOX DISCONNECT SWITCH ® SPECIAL PURPOSE DEDICATED OUTLET FLOOR MOUNTED DUPLEX OUTLET RECEPTACLE AUDI❑ / VIDE❑ OUTLET CEILING MOUNTED AUDI❑ / VIDE❑ OUTLET _ TIME CLOCK UNIT CONDUIT SYSTEM CONCEALED IN WALL OR CEILING 0 CEILING MOUNTED OUTLET RECEPTACLE DATUM OUTLET CONDUIT SYSTEM CONCEALED IN FLOOR CONDUIT STUB -UP 2" ABOVE FINISH FLOOR ® FLOOR MOUNTED DATUM OUTLET HOME RUN TO PANEL BOARD GFI GROUND FAULT INTERRUPTION DEVICE $ LIGHT SWITCH �� THERMOSTAT ( VERIFY w/ MECHANICAL PLANS ) WP WEATHER PROTECTED DEVICE $3 3 -WAY LIGHT SWITCH FEXH AN CEILING EXHAUST FAN +42// DISTANCE DEVICE ABOVE FINISH FLOOR / GRADE 4 4 -WAY LIGHT SWITCH FLXH AN EXHAUST FAN / LIGHT COMBO UNIT 0 REMOTE MULTI -SCENE CONTROL PANEL MULTIPLE LIGHT SWITCH PANEL $0 P DIMMER SWITCH, LIGHT SWITCH w/ PILOT LIGHT MS / / MS CORNER MOUNTED MOTION DETECTOR CEILING MOUNTED M❑TION DETECTOR SERVICE ENTRANCE CONDUCTORS N 0 0 0 NEUT BUS MAIN I JUMP L GROU ELEC C❑ND L0^ OL7 FLAN SCALE: Va" ©2017 Copyright 2017 by JT Designers — These drawings ScopeDrawings: are the exclusive property of JT Designers, Inc. The wmga, original ideas represented here, by these drawings, shall not S (� • �T • • 1472 +/- Tltcse drawings indicate the gcncral scope ofthc project in terms of architcctural be used, altered or reproduced in any matter without the Q 9 design concept, the dimensions of the building,the major architectural elements Zxpress written consent of JT Designers, Inc. Written dimensions on these drawings shall hove precedence and the hype ofstructural, mechanical and electrical systems. The drawings do not over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and De responsible for, all dimensions on the job site. JT USE: B-BUSIl'I req g p 1[b Designers Inc., must be notified of any variations from the .FLe JFJl ii JI 1 completion of the uiremeNs oY'the contract. On the basis ofthe general scope dimension or any other discrepancies shown on these indicated or descibed the tradecontractors shall furnish all items required for the drawings. CONST:V— B proper execution and completionofthe work I NTERMAi MANUAL TIME CLO GROU ELEC SYST TO LOAD 7Y 6=7RIC JN1:;) 1 N5 D 5 AI Ci PAI J L5 NO SCALE SERVICE DISCONNECTING MEANS SERVICE EQUIPMENT ENCLOSURE GROUND FAULT SENSING (WHEN REQUIRED BY CODE) CORE BALANCE TRANSFORMER FOR ZERO -SEQUENCE CURRENT SENSING JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 211 S. RITTER AVE. - SUITE H PH: 317-828-1166n-816OF IX 317-493-1805 n er _ e_sv...:l• TT1lCQTl�A1L'DQTATl�/1/'�LdATT 22 +42"-1 C` P2'2 L/II✓1 II VV J—LJV/I /-N _J PART OF BUILDING SHELL F0^R FLAN SCALE: 1/4" = I' -O" _1�� I 11111!11111111I !!! III � 0 _ , 0 19a, 2� P OWNER: Q� U `p�lL IP",y�y� i �QG`�. ........... R �f' y� No. jA MAAAAAAAA IT o alop � N w �„� caw ocl- zz 0 o � � re CA M M L O w N CC3 M� o� 0 ^ _ c13 V � O M ..s as H fir `p�lL IP",y�y� i �QG`�. ........... R �f' y� No. jA MAAAAAAAA IT o alop � N w �„� caw ocl- zz 0 o � � re CA M M L CHAPTER 3: BUILDING BLOCKS 307 Protruding Objects g• 403.5.3 Passing Spaces. An 405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 inch (100 mm) 301 General 307.1 General. Protruding objects shall comply accessible route with a clear 48* min 48' min diameter sphere, where any portion of the sphere is within 4 inches (100 mm) of the finish floor or ground with 307, f - - - - 1 - width less than 60 inches �• min ;` t surface. � AL O7 a 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced by a 307.2 Protrusion Limits. Objects with leading I - (1525 mm) shall provide 48•min /)�\ v V - - requirement in this document. 2T min 30'min passing spaces of intervals of �_�/ }�,I edges more than 27 inches (685 mm) and I 200 feet (61 m) maximum. 12" 2" a O 5 A I � � � A I not more than 8 r inches shall mm) above L - -7ii� Passin p 302 Fioor or Ground Surfaces g• g spaces shall be either: the finish floor or ground shall protrude 4 404.2.7 Door and Gate Hardware.. a space 60 inches (1525 mm) (o) (b) 302.1 General. Floor and round surfaces shall be stable, firm, and slip resistant and shall comply with 302. inches (100 mm) maximum horizontally into Handles, pulls, latches, locks, and other g p p y 11 minimum by 60 inches (1525 W 7 1 EXCEPTIONS: the circulation path. operable parts on doors and gates shall EXCEPTION: Handrails shall be permitted to mm) minimum; tor,wo an comply with 309.4. Operable arts of 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and p a) (b) intersection of two walking PY P P slipresistant. protrude 4 1/2 inches (1 15 mm) maximum. such hardware shall be 34 inches (865 48'min elevation plan surfaces providing a T-shaped � Figure 405.9.1 Extended Floor or Ground Figure 405.9.2 Curb or 2. Areas of sport activity shall not be required to comply with 302. space complying with 304.3.2IM, mm minimum and 48 inches 1220 Figure 306.3 Knee Clearance p py 9 mm maximum above the finish floor Surface Edge Protection Barrier Edge Protection NOT ALL BCTI OIC where the base and arms of 42•min 42"min 38'min 38'min 302.2 Carpet. Carpet or carpet the shall be securely attached and shall have a firm cushion, pod, or backing 307.3 Post -Mounted Objects. Free -Standing objects mounted 'r ma the T-shaped space extend 48 or ground. Where sliding doors are in 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accumulation of or no cushion or pad. Carpet or carpet tele shall have a level loop, textured loop, level cut pile, or level ; the fully open position, operating � water. on posts or pylons shall overhang circulation paths 12 inches inches (1220 mm) minimum x<48"min x<48"min hardware shall be exposed and usable ARE cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) moximum. Exposed edges of carpet shall be 305 mm maximum when located 27 inches 685 mm beyond the intersection. 406 Curb Ramps F fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall ( ) ( ) (b) from both sides. c - - mm maximum v h a' () minimum and 0 inches 2030above the �0 �H 15 F O 1J C comply with 303. a 8 ( )(1 too degree turn 406.1 General. Curb romps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10. �7 finish floor or ground. Where o sign or other obstruction is 180 degree turn e p Py g 1/2' mounted between posts or Ions and the clear distance (exception) Figure 404.2.6 Doors in Series and Gates in Series 302.3 Openings. Openings in floor or ground surfaces shall not allow P Py Figure 403.5.2 Clear Width at Turn 406.2 Counter Slope. Counter slopes of adjoining utters and rood surfaces immediately adjacent to the curb n h r pylons i greater than 12 inches 305 between the posts o py o s s g o ( EXCEPTIONS: passage of a sphere more than 1/2 Inch (13 mm) diameter except 403.6 Handrails. Where handrails are provided cion walking surfaces with running slopes not steeper than 1:20 � ramp shall not be steeper than 1:20. The adjacen surfaces at transitions of curb ramps to walks, gutters, and as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated mm), the lowest edge of such sign or obstruction shall be P 9 9 9 P P 1. Existing locks shall be permitted In any location at existing glazed doors without stiles, existing overhead streets shall be at the some level. openings shall be laced so that the Ion dimension is perpendicular 27 inches 685 mm maximum or 80 inches 2030 mm x>� they shall comply with 505. rollingdoors or grilles, and similar existing doors or rifles that are designed with locks that are activated only P g P P ( � ( ) / D 9 g g g y 406.3 Sides of Curb Romps. Where adjoining �� �� to the dominant direction of travel,"�l minimum above the finish floor or ground. at the top or bottom rail. P Figure 302.2 Carpet Pile Height EXCEPTION: The sloping portions of handrails serving stairs 404 Doors, Doorways, ontl Gates 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have provided, curb ramp flares shall not be i %-...�� and romps sholl not be required to comply with 307.3. x127 operable parts of the release of latch on self-lotching devices at 54 inches (1370 mm) maximum above the steeper than 1:10, �1 / 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. finish floor or ground provided the self -latching devices are not also self-locking devices and operated by \� 303 Changes in Level dominant direction of travel EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required means of a key, electronic opener, or integral combination lock. 406.4 Landings. Landings shall be provided 303.1 General. Where changes in to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. level are permitted in floor or Figure 307.2 Limits of Protruding Objects at the tops of curb ramps. The landing Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps ground surfaces, they shall 307.4 Vertical Clearance. Vertical clearance 404.2 Manual Doors, Doorways, and Manual Gates. Manuel doors and doorways and manual gates intended for 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. clear length shall be 36 inches (915 mm) minim m Th I n in r width shall be comply with 303. shall be 80 inches 2030 mm) high user passage shall comply with 4Q4.2. u . e a d g cea Aeriedaides 1:10max slops E ( b 1 r Closers n r r I n closers shall h from n t EXC PTIONS: g 404.2.8. Doo C ase s a d Gate Closers. Doo closers and gate c ase s s a be adjusted so that o a at least as wide as he curb ramp, O minimum. Guardrails or other arners open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch excludingflared sides, leading to the 1. Animal containment areas shall long dimension perpendicular shall be provided where the vertical 404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part is 5 seconds minimum. landin 9 not be required to comply with of an accessible route. g 303. to dominant direction of clearance is less than 80 inches (2030 EXCEPTION: in alterations, where there is 2. Areas of sport activity shall travel mm) high. The leading edge of such x112 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 no landing at the top of curb ramps, dwe not be required to comply with ]������� gu/_Mm \ ardrail or barrier shall be located 27 112-rm- 12'c comply with 404.2.3 and 404.2.4. degrees, the door or gate shall move to the closed poslbon In 1.5 seconds minimum, curb ramp flares shall be provided and303. orches (685 mm) maximum above the11 80' min shall not be steeper than 1;12. 4 4. 9 n Opening Force, Fir r sholl h minimum opening force II the finish floor or ground. �"� � x 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear 0 2. Doo and Gate Ope g o ce. e doors s a ave a u op g o e o swab e by Figure 406.3 Sides of Curb Ramps 303.2 Vertical. Changes in level EXCEPTION: Door closers and door stops 27' openings of doorways with swinging doors shall be measured between the face of the door and the stop, with appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors _ of 1 4 inch 6.4 mm high 1R'tab4X shall be permitted to be 78 inches (1980 .I shall be as follows: +_ at least as Wide as / ) g I� the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 406.5 Location. Curb rams and the flared 38•min maximum shal be permitted to mm) minimum above the finish floor or 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum, P curb ramp P round. (a) (b) inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 2. Slidingor folding doors: 5 pounds 22.2 N maximum, sides of curb romps shall be located so that be vertical. 9 nches (865 mm) above the finish floor or round. Pro ections into the clear opening width between 34 inches g P ( ) the do not project. into vehicular traffic lanes, Figure 307.3 Post -Mounted Protruding Objects g 1 p g These forces do not apply o the force required to retract latch bolts or disengage other devices that hold the Y. P 1 9 9 1 (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches {100 mm). door or gate in a closed position. parking spaces, or parking access aisles. Curb FF 307.5 Required Clear Width. Protruding objects EXCEPTIONS: 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width shall ramps at marked crossings shall be wholly 303.3 Beveled. Chan es in level 1/4" MAX.Iqure 302.3 Elongated Openings in Floor or Ground Surfaces shall not reduce the clear width required for be permitted for the latch side stop. 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish contained within the markings, excluding any 9 accessible routes. 2. Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor floor or ground measured vertically shah hove a smooth surface on the push side extending the full width of flared sides. 3 between mu inch (1/ mm) 1/4" MAX. or ground. the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 high minimum and 1/2 inch --"-"- 308 Reach Ranges 406.6 Diagonal Curb Ramps. Diagonal or .\ 11 13 mm high maximum shall g I mm of the same plane as the other. Cavities created by added kick plates shall be capped. ( ) 9 308.1 General. Reach 404.2.4 Maneuvering Clearances. Minimum�=z 37 min 32'min 32"min EXC PTI NS: corner type curb ramps with returned curbs or Figure 406.4 Landings at the Top of Curb Ramps be beveled with a slope not ranges shall comply with 308. I other well-defined edges shall have the steeper than 1:2. Figure 303.2 Vertical g PY maneuvering clearances at doors and 1. Sliding doors shall not be required to comply with 404.2.10. P g I gates shall comply with 404.2.4. C# � 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall hove a clear space Change in Level Figure 303.3 Beveled Change i Level 308.2 Forward Reach. IA x<80" Maneuvering clearances shall extend the 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (255 mm) bottom smooth 48 inches (1220 mm) minimum outside octive traffic lanes of the roadway. Diagonal curb ramps provided at 308.2.1 Unobstructed. Where a forward full width of the doorway and the surface height requirement. marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with reach is unobstructed, the high forward 71____I �. required latch side or hinge side curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on 405 or 406. reach sholl be 48 inches (1220 mm) clearance. b 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not each side of the curb ramp and within the marked crossing. 24"min c be required to comply with 404.2.10. EXCEPTION: Ent r O ( ) doors to hospital 'o o P Y maximum n h I forwardrech rY P t ) a u and the ow aIslands. R i islands in crossings shall be sliding r folding r 406.7 a sed sl d n dao o d dao 9 tient rooms h hinged door 9 9 304 Turning Space sholl be 15 inches (380 mm) minimum Figure 307.4 Vertical Clearance pa oo s s all not be required to g 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm of the finish floor or ground cut through level with the street or have curb ramps 304.1 General. Turning space shall comply with 304. provide the clearance beyond the latch Figure 404.2.3 Clear Width of Doorways shall not be required to provide smooth surfaces complying with 404.2.10 provided that if added kick plates 9 h h a romp shall have level above the finish floor or ground. Children's Reach Ranges side of the door. are installed, cavities created by such kick plates are capped at bot sides. Each cub o p s a a e a e e 304.2 Floor or Ground Surfaces, Floor or ground surfaces of a turning space shall comply with 302. Changes in Forward or Side Reach High (maximum) Low (minimum) area 48 inches (1220 mm) long minimum by 36 1 mm minimum h of the level are not permitted. Ages 3 and 4 36 in 915 mm) 20 in 51Q mm 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying 404.2.11 Vision Lights. Doors, dates, and side lights atlJ'acent to doors or gates, containing one or more inches (9 15 ) wide u at the top EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Ages 5 through 8 40 in 1015 mm) 18 in 455 mm with Table 404.2.4.1. (as illustrated on Figures 404.2.4.1) glazing panels that permit viewing through the pone ls shall have the bottom of at least one glazed panel curb ramp in the part of the island intersected by Ages 9 through 12 44 in 1120 mm) 16 in (405 mm� located 43 inches (1090 mm) maximum above the finish floor. the crossings. Each 48 inch (1220 mm) minimum by 304.3 Size. Turning space shall comply with 304.3.1 or 304.3.2. EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm) from the finish floor or ground 36 inch (915 mm) minimum area shall be oriented k/24- 20" > ,2b I- � -1 � shall not be required to comply with 464.2.11. so that the 48 inch (1220 mm) minimum length is 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The I48"min in the direction of the runnin slope of the curb404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic ates shall com I with ram it serves. The 48 inch 1220 mm) minimum by space shall be pert mitted to include knee and toe clearance complying with 306. 9 comply P " Full -powered automatic r shall m i I H 1 1(incorporatedreference, in h 1 mm minimum areas and he 8 m 404.3. Fu I powe ed auto at c dao s s ai comply with ANS /B MAA 56.0 by see 36 c (9 5 u e t 304.3.2 T -Shaped Space. The turning space shall be o T-shaped space within a 60 inch (1525 mm) square 80"min -� "Referenced Standards" in Chapter 1). Low-energy and power -assisted doors shall comply with ANSI/BHMA accessible route shall be permitted to overlap. AO48' minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be clear of 48' 744 A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards' in Chapter 1). Figure 406.6 Diagonal or Corner Type Curb Romps 1 inches m �- obstructions 2 c es 305 m minimum in h direction n n h shall clear f obstructions n u eat d ect o and the base s a be cea o obst act o s 24 inches (610 mm) minimum. The )space shall be permitted to include knee and toe clearance complying with is, min (a) 404.3.1 Clear Width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power -on and CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 306 only at the end of either the base or one arm. front approach, pull power -off mode. The minimum clear width for automatic door systems in a doorway shall be based on the 501 General �"mM7 side (b) clear opening provided by all leaves in the open position. 304.4 Door Swing. Doors shall be permitted to swing into Figure 308.2.1 Unobstructed (a) (b) _ front approach, push side 501.1 Scope, The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced by turning spaces. � _ - - - - Forward Reach Fgure 308.2.2 Obstructed High Forward Reach , 71 _ _ 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. a requirement in this document. Clearances at automatic doors and gates without standby power and serving on accessible means of egress 305 Clear Floor or Ground Space 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall 12" 48" min (-� -1 shall comply with 404.2.4. 305.1 General. Clear floor or ground space shall comply 38•min IE El extend beneath the element for a distance not less than the required reach depth over the obstruction. The I 502 Parking Spaces with 305. I� �I 60'min high forward reach shall h e inches (1220 mm) maximum where the reach depth is 20 inches { i hes _ _ I I 60. EXCEPTION: EXCEPTION: Where automatic doors and gates remain open in the power -off condition, compliance with 404.2.4 shall not be required. 305.2 Floor or Ground Surfaces, Floor or ground surfaces � L � maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches � 38' min q 502.1 General. Car and von parking spaces shall comply with 502. Where parking spaces are marked with of a clear floor or ground space shall comp) with 302. 1 r (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 4 404.3.3 Thresholds. Thresholds and changes in level orwa s hall comply with 4042. lines, width measurements of parking spaces and access aisles shall be made from the centerline of the Changes in level are not permitted. y 34 min I - - s gat doorways s p y 5 markings. g i Reach. 9 EXCEPTION: Slopes not steeper than 1:48 shall be base J 308.3 Side e (d) permitted.-38'min 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the g pp pull side 404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 404.2.6. EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access hinge approach, side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side front approach, push side, coos aisle, measurements shall be permitted to include the full width of the line defining the parking space or 305.3 Size. The clear floor or round space shall be 30 1 1 m reach shall be 15 inches 380 mm minimum above the finish floor or round. ( 404,3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control g p ( ) 9 provided with both closer and <� shall be located beyond the arc of the door swing. access aisle. inches (760 mm) minimum by 48 inches (1220 mm) EXCEPTIONS: latch _ _ 42"min min minimum. Figure 304.3.2 T -Shaped 1. An obstruction shall be permitted between the clear floor or ground space and the element where the depth 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the p parking p ( ) parking Turning Space of the obstruction is 10 inches (255 mm) maximum. �� 502.2 Vehicle Spaces. Car arkin spaces shall be 96 inches 2440 mm wide minimum and van arkin 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from L clear break out opening at swinging or sliding doors and gates shall be 32 inches (815 mm) minimum when spa ces shall be 132 inches 3350 mm wide minimum, shall be marked to define the width, and shall 11 48"min the surface of the vehicular waywhere fuel dispensers are installed on existing curbs. " operated in emergency mode( ) P 9 I 42 min min EXCEPTION: Where manual swinging doors and gates comply with 404,2 and serve the some means of egress have an adjacent access aisle complying with 502.3. 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor compliance with 404.3.6 shall not be required. EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the 4 T or ground space shall be permitted to include knee and toe clearance r - - - - 1 - , t 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not access aisle is 96 inches (2440 mm) wide minimum. complying with 306. ( min (e) be port of an accessible route. _] 305.5 Position. Unless otherwise specified, clear floor or rounds ace IZ;;� hinge approach, pull side (f) p g p hinge approach, push si e 405 Rams 502.3 Access Aisle. Access aisles serving parking spaces nr„i'tr�; shall be positioned for either forward or parallel approach to on I- -- P �z"'• element. Fi Figure 305.3 Clear Floor or Ground S ace OJ -'k� � 405.1 General. Romps on accessible routes shall comply with 405. shall comply with 502.3. Access aisles shall adjoin an [�,, ;:xa,- g P 15' lidn 4 min EXCEPTION: In assembly areas, aisle ramps adlacent to seating and not serving elements required to be on an accessible route. TWo parking spaces shall be permitted ' }"Y�`305.6 Approach. One full unobstructed side of thei4 48"min 42" min accessible route shall not be required to comply with 405. 'clear floor or ground space shall adjoin an _ t0 Share a COmmOn access aisle. �accessible route or adjoin another clear Fioor or I- r 10'mmrJ110"-24`max 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12.;>ground space. IINr min I I 10'max + 1 EXCEPTION: In existing sites, buildings, and facilities, ramps shall be permitted to hove running slopes steeper 502.3.1 Width. Access aisles serving car and van parking ,. ..I Fi ure 308.3.1 Unobstructed Side Reach a) (b) than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations. g �_7 inches (1525 mm) wide minimum. 305.7 ManeuveringClearance, Where o clear floor �n•.,.r.. I ,{i , I I Figure 308.3.2 Obstructed Hiah Side Rpnch lti yr or grouna space Is locotea in an alcove or otherwise confined on all or part of three sides, maneuvering clearance shall be .- - I 5:ej L �- - - - - - - 48'min � - - 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an elementadditional and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) (g) \ (I) 6 inches (I 50 mm) provided in accordance with 305.7.1 and 305.7.2. 30' min ,I maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach hinge hinge approach, push side, door with both closer and latch latch approach, push side 305.7.1 Forward Approach. Alcoves shall be 36 (a) (b) depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach F � - inches (915 mm)wide minimum where the depth exceeds 24 inches (610 mm). forward parallel depth of 24 inches (610 mm) maximum. 48'min I 24"m I 4"mi 48-' min N �~j Figure 305.5 Position of Clear Floor or Ground Space 308.3.2 EXCEPTIONS: �, ZA." Table 405.2 Maximum Ramp Slope and Rise for Existing Sites, Buildings, and Facilities Slope (A slope steeper than 1:8 is prohibited.) Maximum Rise Steeper than 1:10 but not steeper than 1:8 3 inches (75 mm) Steeper than 1:12 but not steeper than 1:10 6 inches (I 50 mm) OWNER: O aN W ONN M O CA Q,45 (=-tr 94 M ,Z C) Z V2 tR . w� 502.3.2 Length. Access aisles shall extend the full length 3 A ?rG�iy .1 . Scope Drawings: These drawings Indicate the general scope of the project m terms of architectural g p p � - / of the parking spaces they serve. ;:.".. W) (= N / 10, SHEET: � ....:t 132' Mnle be used. altered or reproduced in any matter without the 502.3.3 Marking. Access aisles shall be marked so as to designconcept,t}tedimensionsofthebuilding,themajorarchitecturalelements M Q1 U 55 discourage parking in them. " PL, �c O., 0 (a) (b) r qC� 1�gEC� C� I h II t I th car van 211 S. RIT rER AVE. - SUITE H �,T ,T INDIANAPOLIS IN 461291 46123.1805 1. The top of washing machines and clothes dryers shall be permitted to be 36 inches (915 mm) maximumJU/, .'t way. ess s aisles s shall be nooverpo be fe Figure 502.2 Vehicle Parking Spaces 111 above the finish floor. 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. vehiy Accesspermitted 2. Operable parts of fuel dispensers shall be Permitted to be 54 inches (1370 mm) maximum measured from (e) placed on either side of the parking space except for the surface of the vehicular way where fuel dispensers are installed on existing curbs. hinge approach, pun side angled van parking spaces which shall have access aisles +'; x> 24" f 11111 9 P 9 P :�' - 405.4 Floor or Ground Surfaces. Floor or ground surfaces of ramp runs shall comply with 302. Changes in level passenger P g n�. located on the side of the parking spaces. w.x"*. 309 Operable Ports (k) other than the running slope and cross slope are not permitted on ramp runs.�1r;x� X > 15° II I L ,I I F - - 309.1 General. Operable parts shall comply with 309. latch approach, push side, door `""°9r 54" min I 405.5 Clear Width. The clear width of a romp run and, where handrails are provided, the clear width between 502.4 Floor or Ground Surfaces. Parking spaces and access •; I 24' m provided with closer I 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. Figure 404.2.4.1 Maneuvering Clearances at Manual handrails shall be 36 inches (915 mm} minimum, aisles servin them shall com I with 302. Access aisles ':+G' L3__Z_ J 9 g 9 PY q� Swinging Doors and Gates EXCEPTION: Within employee work areas, the required clear width of ramps that are a part of common use 'I!5 0 _ ]�36'min 309.3 Height. Operable ports shall be placed within one or more of the reach ranges specified in 308. g g circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is shall be at the some level as the parking spaces they; 0 essential to the function of the work being performed. serve. Changes in level are not permitted. ° -r,,, �1 Figure 305.7.2 Maneuvering Clearance in 309.4 operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, (i) EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Tr i,;ep. \ Figure 7.1 gu 305 Maneuvering Clearance in an Alcove, Parallel Approach or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. clan approach, pull side, 405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum. x~ . an Alcove, Forward Approach EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an activating force of door provided with closer '" r�. ' �°� . ', Clearance. akin for van and C 5 pounds (22.2 N) maximum. 405.7 Landings. Romps shall have landings at the top and the bottom of each ramp run. Landings shall comply 502.5 VerticalCeara ce. Pa g spaces o s o �L�,� 11 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depth exceeds 15 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches with 405.7. access aisles and vehicular routes serving them shall -2., l`\/ inches 380 mm). • 44'< areata be ( ) CHAPT R4: ACCESSIBLE ROUTES complying mm) wide without doors or gates, sliding n Figs, or folding ors shall have maneuvering clearances provide a vertical Clearance of 98 inches (2490 mm) named 306 Knee and Toe Clearance complying with Table 404.2.4.2. (as illustrated on Figure 404.2.4.2 /I ,� 'I 306.1 General, Where space beneath an element is included as part of clear floor or ground space or turning 401 General 17- minimum. r4 space, the space sholl comply with 306. Additional space shall not be prohibited beneath an element but shall 401.1 Scope. The provisions of Chapter 4 shall apply where re 404.2.4.3 Recessed Doors and 502.6 Identification. Parking space identification signs shall not be considered as part of the clear floor or ground space or turning space. P P P pay required by Chapter 2 or where referenced by a Gates. Maneuveringclearances � � landing ramp run landing remprun Figure 502.3 Parking Space Access Aisle requirement in this document. for forward approach shall be I 48 min 2"min landing 80"min include the International Symbol of Accessibility complying with 306.2 Toe Clearance. pP 703.7.2.1. Signs identifying van parking spaces shall contain rovlded when an obstruction 306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) above the 402 Accessible Routes P Y least as wide asremprun finish floor or ground shall be considered toe clearance and shall comply with 306.2. within 18 inches (455 mm) of - - � the designation "van accessible." Signs shall be 60 inches 4 402.1 General. Accessible routes shall comply with 402. the latch side of a doorway (a) (b) 2 (1525 mm) minimum above the finish floor or ground surface 306.2.2 Maximum Depth. Toe clearance shall extend 25 inches 635 mm maximum under an element. projects more than 8 inches front approach side approach p ( ) - - pp _ measured to the bottom of the sign. 402.2 Components. Accessible routes shall consist of one or more of the following components: walking (205 mm) beyond the face of � � n� 306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear floor space, surfaces with a running slope not steeper than 1:20, doorways, romps, curb ramps excluding the flared sides, the door, measured perpendicular `S`i- the toe clearance shall extend 17 inches (430 mm) minimum under the element. elevators, and platform lifts. All components of an accessible route shall comply with the applicable to the face of the door or gate. ml 42"mm 42 -mm 2 "min 502.7 Relationship to Accessible Routes. Parking spores and access aisles shall be designed so that cars requirements of Chapter 4. - and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. 0 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee 403 Walking Surfaces straight change( direction clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe clearance. 9 (a) (d) 503 Passenger Loading Zones 403.1 General. Walking surfaces that ore a part of an accessible route shall comply with 403, pocket or hinge approach stop or latch approach Figure 405.7 Ramp Landings 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum. Figure 404.2.4.2 Maneuvering Clearances at Doorways 405.7.1 Slope. Landings shall comply with 302. Changes in level are not permitted. 503.1 General. Passenger loading zones shall comply with 503. �i 306.3 Knee Clearance. 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. without Doors, Sliding Doors, Gates, and Folding Doors EXCEPTION: Slopes not steeper than 1:48 shall be permitted. /r�� 403.3 Slope. The runningslope of walking surfaces shall not be steeper than 1:20. The cross sloe of walking 503.2 Vehicle Pull -Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches :J P 9 P 9 (- 405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to the landing. F -I 306.3.1 General. Space under an element surfaces shall not be stee er than 1:48. � � between 9 inches (230 mm) and 27 inches r- - - - - P 1 .n (2440 mm) wide minimum and 20 feet (6100 mm) long minimum. � (685 mm) above the finish floor or ground I _T 403.4 Changes in Level. Changes in level shall comply with 303. - x>g I x>8 I I48"min 405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum. W shall be considered knee clearance and shall 30•min � -1 405.7.4 Change in Direction. Romps that change directi 503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to theQ comply with 306.3. I 403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. �- - �- on between runs at landings shall have a clear landing 60 inches 1525 mm minimum b 60 inches 1525 vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular wa L - - EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be 1 ' ml 1 g g ( ) Y ( P P P ) 306.3.2 Maximum Depth. Knee clearance shall 17•_25• decreased by work area equipment provided that the decrease is essential to the function of the work being 6(r min ( mm) minimum. extend 25 inches (635 mm) maximum under an 8'max performed. x18 Q element at 9 inches 230 mm above the finish 405.7.5 Doorways. Where doorways are located adjacent to a romp landing, maneuvering clearances required by 503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches (1525 mm) wide minimum, w ( )T 404.2.4 and 404.3.2 shall be permitted to overlap the required landing area. i n h clear width f walking - floor or ground. (a) (b) 403.5.1 Clear Width. Except as provided n 403.5.2 and 403.5.3, the c ea w dt o a g surfaces shall be 36 (a) (b} � h vehicle ll- spacesthe serve. elevation plan inches (915 mm) minimum. (a) push side, door provided with push side 503.3.2 Length. Access aisles shall extend the full length of the ve ce pu up y EXCEPTION: The clear width shall be permitted to be reduced to 32 inches 815 mm minimum for a length of pull side both closer and latch 405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 0 Figure 306.2 Toe Clearance p ( ) 9 505. xi provided h r widthsegments re se orated b m Figure 404.2.4.3 n rin r n n 4 inch s 610 mm maximum ov dad t at educed dt o segments h r Ma cave Clearances a res at Recessed Doors and Gates 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a inches (1220 mm) long minimum and 36 inches (915 mm) wie minimum. P y 9 that are 48 qg EXCEPTION: Within employee work areas, handrails shoal not be required where ramps that are part of common 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. Q -i use circulation albs are designed to permit h installation of handrail complyingwith 505. Romps not p g p the s s p Clear floor space, the knee clearance sholl be 11 inches (280 mm) deep minimum at 9 inches 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall subject to the exception to 405.5 shall be designed to maintain a 36 inch (915 mm) minimum clear width hdl C (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches 403.5.2 Clear Width at Turn. Where the accessible 4r min •� comply with 302. Changes in level are not permitted. when handrails are installed.11 route makes a 180 degree turn around an element EXCEPTIONS: 503.4 Floor and Ground "tilc�BpWupapoce P4 (685 mm) above the finish floor or ground. Surfaces. Vehicle pull-up spaces curb which is less than 48 Inches (1220 mm) wide, clear 1. Slopes not steeper than 1:48 shall be permitted. 405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of and access aisles serving them p width shall be 42 inches (1065 mm) minimum 2. Changes in level at thresholds complying with 404.2.5 shall be permitted. ram runs and at each side of ram landings. 9 �r�s'�" ' • '`.. .. �%2 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the approaching the turn, 48 inches 1220 mm P P 9 shall comply with 302. Access s,. e}-1'; i .*. �X-++;e.; �. PP 9 ( ) EXCEPT101. Edge protection sholl not be required on ramps that are not required to have handrails and have aisles shall be at the same ''' `' y"�.... .;,•�'�.h'�"ilk �J' .ff finish floor or ground, the knee clearance shall be permitted to reduce at o rote of 1 inch (25 minimum at the turn and 42 inches (1065 mm) RI 404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1%2 inch (13 mm) high maximum. Raised sides complying with 406.3. level as the vehicle pull-upR .�,y:.y!�, ' xi;�' avt. }I .. mm) in depth for each 6 inches (150 mm) in height. minimum leaving the turn. 30* min 32'min3::� 32'min 38 min thresholds and changes in level at doorways shall comply with 302 and 303. 2. Ede protection shall not be required on the sides of ram landings serving an adjoining ram run or -.'4•7.«tri:�4t',%rs +r•� 9 P q P 9 9 J 9 P space they serve. Changes in EXCEPTION: Where the clear width at the turn is 60 I � � � EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have o beveled edge on each stairway. levet are not permitted. area tobe 306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum. inches (1525 mm) minimum compliance with 403.5.2 side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. 3. Edge protection shall not be required on the sides of romp landings having a vertical drop-off of 1/2 inch EXCEPTION: Slopes not steeper marked shall not be required. Figure 403.5.1 Clear Width of on Accessible Route 404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and (13 mm) maximum within 10 inches (255 mm) horizontally of the minimum landing area specified in 405.7. than 1:48 shall be permitted. gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the 405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing shall extend space. 12 inches (305 mm) minimum beyond the inside face of o handrail complying with 505. Figure 503.3 Passenger Loading Zone Access Aisle 02017 Copyright 2017 by IT Designers - These drawings the exclusive property of IT Designers, Inc. The original ideas represented here, by these drowings, hall not I NEML)IJEL Scope Drawings: These drawings Indicate the general scope of the project m terms of architectural g p p JT DESIGNERS INC. ISSUE: W) (= N TITLE: SHEET: d' 4 s 1, T.: 1472 +/- be used. altered or reproduced in any matter without the `i• y designconcept,t}tedimensionsofthebuilding,themajorarchitecturalelements M Q1 U 55 PLANNING CONSULTANTS " PL, �c O., 0 express written consent a IT Designers, Inc. Written dimensions on these drawings shall hove precedence over any scaled dimensions. contractor mast verify, and dimensionsthe lob site. T be responsible for, dimensions r qC� 1�gEC� C� and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate ordescribe all wodcrequiredfor full perfotmauceand completion of the the Onnis basis t/ ) 211 S. RIT rER AVE. - SUITE H �,T ,T INDIANAPOLIS IN 461291 46123.1805 N �~j �-� n M .C13 T�3 ZA." Designers Ince must be notified of any variations from the th ie dimension or any Omer discrepancies shown on these USE : B-17 BUSI1�I 7x7PH: general scope contract. orssha requirementshtrade contractors indicated or descibed the trade contractors shall famish all items required for the a 6 31NDIA 1166 FAS: drawings. CONST:V- B pauper executive and completion of the work p psi n er g e ail: JTDESIGNERSINC GMAIL M11§ -, ..i. I QHILIP N\o. STF U 1T FL W F� rn � 1 O cV FA to 9 � ta CA im P c - us to nq 9A �w 14 ONboo� Z A ca aV Z O W D V-4 C -C' L T' P N T T CEJ H w OM � W) (= N 0 U �. U) d' 4 00 E A *4 M Q1 U 55 " PL, �c O., 0 ~ 't ~ CIS zz� t/ ) 0 N �~j �-� n M .C13 ZA." e r 6 QHILIP N\o. STF U 1T FL W F� rn � 1 O cV FA to 9 � ta CA im P c - us to nq 9A �w 14 ONboo� Z A ca aV Z O W D V-4 C -C' L T' P N T T CEJ a e prove e on both sides of the 504 Stairways compartment. �.n 504.1 General. Stairs shall comply with 504. 604.1 4,2 t 1. Water closets and toilet compartments shall comply � }�I 0 7 A L L 5 C 7 � O � with TION through sets � 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread EXCEPTION: Water closets and toilet comportments for children's use I I 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one _ _ depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall shall be permitted to comply with 604.9. I I of the reach ranges specified in 308. Shelves shall be located 40 ARS AFFL I GAEL be 11 inches (280 mm) deep minimum. inches (1015 mm) minimum and 48 inches (1220 mm) maximum above 35" 37" 604.2 Location. The water closet shall be positioned with a wall or the finish floor. partition to the rear and to one side. The centerline of the water 1 -1 C � C 7 504.3 Open Risers. Open risers ore not permitted. 1 -1 42 min closet shall be 16 inches (405 mm) minimum to 18 inches (455 604.9 Water Closets and Toilet Compartments for Children's Use. Water mm) maximum from the side wall or partition, except that the water closets and toilet compartments for children's use shall comply with i 504.4 Tread Surface. Stair treads shall comply with 302. r° ills 1 " max 30' max closet shall be 17 inches (430 mm) minimum and 19 inches (485 (a) (b) 604.9 Chan in es lev I r e a e not r i g pe m tted. mm) maximum from the side wall or partition in the ambulatory accelchae ambulatory Figure 604.8.2 Ambulatory Accessible Toilet EXCEPTION: Treads shall be permitted to hove a slope not accessible toilet compartment specified in 604.8.2. Water closets shall occessble accessible Compartment steeper than 1 48 Measurement Range Minimum in Inches to Maximum in Inches 603.4 Cpat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. 0.059 (1.5 mm) to 0.063 (1.6 mm) Distance between two dots in the same cell I��� ��� o Distance between corresponding dots in od'ocent cells 0.241 (6.1 mm) to 0.300 (7.6 mm)measured center to center CHAPTER 5 FN RAI SITF AN B 11 DIN(' FI EVENITS (CONT.) I q I q®� I RE�I � C A N 5 I I I 7 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone, and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches (2895 mm) minimum. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. 604.8.2.3 Grob Bars. Grob bars shall comply with 609. A side-wall 604 Water Closets and Toilet Compartments grab bar complying with 604 5 1 sh II b d d 0 CHAPTER 7 OMM INIC ATI CIN �i �neFniTS ani FFATIIRFS (CONT.} CHAPTER 9: BUILT-IN ELEMENTS Table 703.3.1 Braille Dimensions distance above 72 inches (1830 mm) a e prove e on both sides of the 504 Stairways compartment. �.n 504.1 General. Stairs shall comply with 504. 604.1 4,2 t 1. Water closets and toilet compartments shall comply � }�I 0 7 A L L 5 C 7 � O � with TION through sets � 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread EXCEPTION: Water closets and toilet comportments for children's use I I 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one _ _ depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall shall be permitted to comply with 604.9. I I of the reach ranges specified in 308. Shelves shall be located 40 ARS AFFL I GAEL be 11 inches (280 mm) deep minimum. inches (1015 mm) minimum and 48 inches (1220 mm) maximum above 35" 37" 604.2 Location. The water closet shall be positioned with a wall or the finish floor. partition to the rear and to one side. The centerline of the water 1 -1 C � C 7 504.3 Open Risers. Open risers ore not permitted. 1 -1 42 min closet shall be 16 inches (405 mm) minimum to 18 inches (455 604.9 Water Closets and Toilet Compartments for Children's Use. Water mm) maximum from the side wall or partition, except that the water closets and toilet compartments for children's use shall comply with i 504.4 Tread Surface. Stair treads shall comply with 302. r° ills 1 " max 30' max closet shall be 17 inches (430 mm) minimum and 19 inches (485 (a) (b) 604.9 Chan in es lev I r e a e not r i g pe m tted. mm) maximum from the side wall or partition in the ambulatory accelchae ambulatory Figure 604.8.2 Ambulatory Accessible Toilet EXCEPTION: Treads shall be permitted to hove a slope not accessible toilet compartment specified in 604.8.2. Water closets shall occessble accessible Compartment steeper than 1 48 Measurement Range Minimum in Inches to Maximum in Inches Dot base diameter 0.059 (1.5 mm) to 0.063 (1.6 mm) Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) measured center to center Distance between corresponding dots in od'ocent cells 0.241 (6.1 mm) to 0.300 (7.6 mm)measured center to center Dot height 0.025 (0.6 mm) to 0.037 (0.9 mm) Distance between corresponding dotsfrom one cell direct) below 0.395 (10 mm) to 0.400 (10.2 mm)measured center to center 901 General 901.1 Scope. The provisions of Chapter 9 shall apply where required by Chapter 2 or where referenced by a requirement in this document. 902 Dining Surfaces and Work Surfaces 902.1 General. Dining surfaces and work surfaces shall comply with 902.2 and 902.3. EXCEPTION: Dining surfaces and work surfaces for children's use shall be permitted to comply with 902.4. 902.2 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for a forward approach shall be provided. Knee and toe clearance complying with 306 shall be provided. 902.3 Height. The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum above the finish floor or ground. water Goset water closet rr 604.9.1 902.4 Dinin rf be a an f r Lae i Su ace n ed o a l f -h n at on. Th s a d Work rf e t a d or ri h -h n e wit r I Su aces for hit r' t oda r h e c o t h 9 C dens Use. A i 0 ooc se s all o I ccess bee dinin rf g su aces and work surfaces for O g pp e ocated with a wall or partition to the rear and to one side. The 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi -lined, braille shoN be children's use shall comply with 902.4. 504.5 Nosings. The radius of curvature at the leading edge of r°dies of tread edge angled )riser Fgure 604.2 water Closet Location centerline of the water closet shall be 12 inches {305 mm} minimum and 18 inches (455 mm maximum aced below the entir x X p e to t. Braille shall be separated 3/8 inch (9.5 mm) minimum from an other tactile E t be ON: Dinin surfaces and work surfaces that are used primarily by children 5 ears and Dun er shall t i cal for all r fi fY g o les om th (m p 6 4 e side 0 .3 CI r n I wall or th r ea a ce. C ear n artiti e t end shall aces aroun w r on exc be 1 2 in h d ate etas n e t that h c 13 ets a d in ii P t o water I mm to et cam m n c oset sh II Y Y / maxim 1 ort a is h II P a be 17 in Y ( um. N in max s a cam I i ches 4 ( 30 let minimum and 19 characters and le inch (90 mm) minimum from raised borders and decorative elements. not be required fo comply with 902.4 where a clear floor or ground space complying with 305 positioned for a P p y w th 604.3. aches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment EXCEPTION: Braille provided on elevator car controls shall parallel approach Is provided. project beyond risers shall have the underside of the leading t "max specified in 604.8.2. Compartments shall be arranged for left-hand or right-hand approach to the water be located either direct) below or cd acent to th rr be separated 3 ha inch (or nib minimum and shall edge curved or beveled. Risers shall eg permitted u slope 604.3.1 Size. Clearance around a water closet shall be 60 inches I- closet. Y eco esponding raised characters or symbols. 902.4.1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for forward o roach under the tread at an an le of 30 de rees maximum from I AREA OF shall be provided. Knee and toe clearance complying with 306 shall be provided, except that knee clearance 24 vertical. The ermitted 9 9 g (1525 mf1) minimum measured perpendicular from the side wall and p pro'ection of the nosin shall extend 1 (a) (d) wall inches (1420 mm) minimum measured perpendicular from the rear �„ I 604.9.2 Clearance. Clearance around a water closet shall comply with 604.3. E inches (610 mm) minimum above the finish floor or ground shall be permitted. 1/2 inches (38 mm) maximum over the tread below. curved nosing beveled nosing 604.3.2 Overlap. The required clearance around the water closet shall 604.9.3 Height. The height of water closets shall be 11 inches (280 mm) minimum and 17 inches (430 mm) AREA OE 902.4.2 Height. The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches 760 Figure 504.5 Stair Nosings be permitted to overlap the water closet, associated grab bars, I maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. REFPGE mm) maximum above the finish floor or ground. dispensers, sanitary napkin disposal units, coat hooks, shelves, -�- 604.9.4 Grab Bars. Grab bars for water closets shall comply with 604.5. 3�"mtn 903 Benches 504.6 Handrails. Stairs shall have handrails complying with 505. accessible routes, clear floor space and clearances required of other fixtures, and the turning space. No other fixtures or obstructions shall 3/8"fin b 48'min 80' 903.1 General. Benches shall comply with 903. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the be located within the required water closet clearance. Figure 504.3.1 size of Clearance at 604.9.5 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall ''•• u water Closets comply with 309.2 and 309.4 and sholl be installed 36 inches (915 mm) maximum above the finish floor. .r "• accumu a ion of water, 903.2 Clear Floor or Ground Space. Clear floor or ground space complying with 305 shall be provided and shall 604.4 Se T FI h pts. he seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum us controls shalt be located 4 the open side of the water closet except in ambulatory accessible be positioned at the end of the bench sent and parallel to the short axes of the bench. 505 Handrails and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to compartments complying with 604.8.2. 505.1 General. Handrails provided along walking surfaces complying with 403, required at romps complying with a lifted position. Figure 703.3.2 Position of Braille Figure 703.4.1 Hei ht of Tactile Ghoracters Abov 903.3 Size. Benches shall have seats that are 42 inches 1065 mm Ion minimum n 405, and required at stairs complying with 504 shall comply with 505. EXCEPTIONS: 604.9.6 Dispensers. Toilet paper dispensers sholl comply with 309.4 and shall be 7 inches (180 mm) minimum 9 e ( ) g o d 20 inches (510 mm) 1. A water closet in a toilet room for a single occupant accessed oney through a private office and not for and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. Finish Floor or Ground deep minimum and 24 inches (6ea mm) deep maximum. 505.2 Where Required. Hondrails shall be provided on both sides of stairs and ramps. common use or public use shall not be required to comply with 604.4. The outlet of the dispenser shall be 14 inches (355 mm) minimum and 19 inches (485 mm) maximum above 703.4 Installation Height and Location. Si ns with tactile Ghoracters shall m 9 co ply with 703.4. 903.4 Back Support. The bench shall provide for back support or a EX EPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is the finish floor. There shall be a clearance of 1 1/2 inches (38 mm} minimum below the grab bar. Dispensers 2• provided at either side or within the aisle width. 604.5 Grgb Bors. Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side shall not be of a type that controls delivery or that does not allow continuous paper flow. 703.4.1 Height Above Finish Floor or Ground. Tactile characters on sin h II shall be affixed to a wall. Back support shall be 42 inches (1065 211rnm g s s a be located 48 inches 1220 mm 18" wa c osest to the water closet and on the rear wall. ( ) mm long minimum and shall extend from a point 2 inches (51 minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character 505.3 Continuity. Hondrails shall be continuous within the full len th of each stair flight or ramp run. Inside EXCEPTIONS: 604.9.7 Toilet Compartments. Toilet compartments shall comp) with 604.8. n mm g Y t d 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of maximum above the seat surface to a point t inches (455 handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. 1. Grab bars shall not be required to be installed in a toilet room for a single occupant accessed only through the hi hest tactile character. mm(lS minimum above the seat surface. k g J Bac support shall be 2 EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in aisles serving a private office and not for common use or public use provided that reinforcement has been instaAed in walls 605 Urinals 131@'min 131/2"min EXCEPTION: Tactile characters for elevator car controls shall not be required to comply with 703.4.1. 1/2 inches (64 mm) maximum from the rear edge of the seat seating. and located so os to permit the installation of grab bars complying with 604.5. measured horizontally. (a) (b) 605.1 General. Urinals shall comply with 605. 18 Figure 903.4 Bench Back Support 505.4 Hei ht. To of ri 3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding 605.2 Hei 703.4.2 Location. Where a tactile sign is provided at a door, the sign g p g pping surfaces of handrails shall cells that are specially designed without protrusions for purposes of suicide prevention. ght and Depth, Urinals shall be the stall -type or the shall be located alongside the door at the latch side. Where a tactile 1 903.5 Height. The top of the bench seat surface shall be 17 inches 430 man minim m n be 34 inches (865 mm) minimum and 38 inches (965 ( ) u a d 19 inches (485 mm) maximum vertically above walking surfaces, stair } wall -hung type with the rim 17 inches (430 mm) maximum above the sign is provided at double doors with one active leaf, the sin shall � centered on tactile mm) maximum above the finish floor or round. finish floor or ground. Urinals shall be 13 1 /2 inches 345 mm dee g g nosings, and ramp surfaces. Handrails shall be ata 604.5.1 Side Wall. The side wall rob bar shall be 42 inches 1065 mm lon minimum, located 12 inches (305 / ( ) P " be located on the inactive leaf. Where a tactile sin is provided at characters mm) maximum from the rear wall and extending 54 inches (1370 mm) )minimum from the rear wall. minimum measured from the outer face of the urinal rim to the back 17 ex 903.6 Structural Stren consistent het99ht above walking surfaces, stair nosings, of the fixture. double doors with two active leafs, the sign shall be located to the "� gth. Allowable stresses shall not be exceeded for materials used when a vertical or and ramp surtoces• 54• �• right of the right hand door. Where there is no wall s ace of the horizontal force of 250 ounds 1112 N is a lied at an (a) (b) (c) t P P ( ) pp y point on the seat, fastener, mounting device, or stairs romps walking surfaces 604.5.2 Rear Wall. The rear wall grab bar 1 min 42"min to ch side of a single door or at the right side of double doors, Figure 703.4.2 Location of Tactile supporting structure. • 2"min wall hu g type Stoll type signs shall be located on the nearest Signs at Daars cd oc Clearance. Clearance between handrail gripping surfaces and Figure 505.4 Handrail Heigh} shall be 3B inches (915 mm) long adjacent wall. Signs containing tactile Ghoracters shall be located so that a clear floor s ace of 18 inch 903.7 Wet Locations. Where installed in wet locations, the surface of the seat shall be sli r 1 meX minimum and extend from the centerline Figure 605.2 Height and Depth of Urinals p es (455 not accumulate water. p es stoat and shall adjacent surfaces shall be 1 1/2 inches (38 mm) minimum, mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of the water closet 12 inches (305 mm) 605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forward approach of any door swing between the closed position and 45 degree open position. 505.6 Gri in Surfa minimum an one side and 24 inches shall be provided. EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without 904 Check -Out Aisles and Sales and Service Counters ce. Handr it a ri 39'-41" PP 9 pping surfaces shall be continuous along (610 mm) minimum on the other side. hold -open devices. 904.1 General. Check-out aisles and sales and service counters shall comply with the applicable requirements of their length and shall not be obstructed along their tops or sides. The � EXCEPTION$: 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall 904. bottoms of handrail gripping surfaces shall not be obstructed for more than 1. The rear grab bar shall be permitted comply with 309. 20 ere n f p e t o their len th. Where p j g 703.5 Visual Characters. Visual characters shall comply with 703.5. 9 4. r ro i v Bed hart n 9 zo tat ro' i n i t P eCt o S Shall F u e 0 H OCCUr 5 55 andrail I r C ea once to be 24 in h c es 61 mm 0 Ion ( ) 1 1 in 9 2 ches 38 mm mini mum hl ( ) e ow the bottom of h t e handr i) ri ' EXCEPTION: Where visual characters comply with 703.2 and ore accompanied b braille com in with 703.3, 0 2 App ouch. All portions of counters required to comply with 904 shall be located adjacent to a walking a g pping minimum, centered on the water closet, 606 Lavatories and Sinks 4"-4.8'perimt�er they shall not be required to comply with 703.5.2 through 703.5.9. y PY 9 surface complying with 403. sur ace. Figure 60 atter Sides Grab Figure 604.5.2 Rear Walf Grab 606.1 General. Lavatories and sinks shall comply with 606. EXCEPTIONS: 1 � m� Bars at Water Closets Bar of Water Closets 1. h r Weehnril adasor r ' e avid ed a on w Ikin 6 r P a surf 09 Gab r aces with I Ba s s o es not wher I 703.5.1 Finish and Contrast. Ghoracters and their background shall have anon -glare finish. Characters shall 904.3 Check -Out Aisles. Check-out aisles shall comply with 904.3. e wa I space does not permit o length of 36 inches (915 mm) minimum due to the location of a recessed 609.1 General. Grab bars in toilet facilities and contrast with their background with either light characters on a dark back round r rk steeper than 1:20, the bottoms of handrail gripping surfaces shall be fixture odjdcent to the water closet.i background. 9 o da characters on a light 804.3.1 Aisle. Aisles shall comply with 403. permitted to be obstructed along their entire length where they are integral 2. Where an administrative authority requires flush controls for flush valves to be located in a position that bathing facilities shall comply with 609. 2, to crash rails or bumper guards. Figure 505.6 Horizontal Projections Below conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted 609.2 Cross Section. Grab bars shall have a cross 703.5.2 Case. Characters shall be u 904.3.2 Counter. The counter surface het ht shall be 38 inches 965 mm m xi Gri in Surface to the open side of the toilet area. ppe case or lowercase or a combination of both. 9 ( ) a mum above the finish floor or pp g section complying with 609.2.1 or 609.2.2. ground. The top of the counter edge protection shall be 2 inches (51 mm) maximum above the top of the 2. Th i e d Stan ce betwe n h ri e o zont 1 0 ro cti n e osand h t e bottom f P o the ri in 1 surf ace sh II a be ermi 9 PP tted to b 9 e P 604.6 Fl ush Controls. FI re ush con r 1 ducted b 1 n t i s shall b i n 81 ch m e odoer r 3 2 m f r Dred o au m i o to of c. H n Y/ each 1 P a d o ter t fl 7 counter rf { ) 2 inch 1 a ed ush 03.5.3 St le. h su ace on h i 3 mm f con r l C aracter h t e a see si f o additional h P t i s h II s s all b n deo the h k- / andrail s a eco venti n I ' c ec out co nt r. ( ) e (meter im Y o a In f rm u e d east n h 60 0 .Char r 9.2.1 Circular Cross Section. Grab bars with acre s shall not be italic, oblique, script, highly P o tot comply with 309. Flush controls shall be located on the o en side of the water closet except in ambulator decorative, or of other unusual forms. 904.3.3 Check Writing Surfaces. Where provided, check writing surfaces shall comply with 902.3. exceeds 4 inches (100 mm). accessible comportments complying with 604.8.2. P Y circulpr cross sections shall have an outside diam tetter f 1 0 1 i 4 nch es 3 2 mm minim / um n a { a d 2 b 7 ) O 03.5.4 Char r O acre Pr r n ootos.Chr r a acre s h II sa I 505.7 Cr � P be se ected fr m f n ass Section. H n o o f h r a drail ri inches 51 mm maximum. s w e e the width of the uppercase letter in surf P Dees shall h 9 P ave a cr ass section m 9 co I in i h ( w t 5 .7 1 ) 904.4 S I 05 or 5 a es and ervi P 05.7.2. S ce Counter . I Y 9 0 is r s Saes con r 55 e cent mini u to s and ervi p mum and 110 ercent maximum of the het ht of the u ercase letter "I". s ce counters shall comply with 904.4.1 or 904.4.2. The Figure 609.2.2 Grab Bar Non -Circular Cross Section p 9 PP accessible portion of the counter top shall extend the same depth as the sales or service counter top. 4'-84'ptmmetier 604.7 Dispensers. Toilet paper dispensers shall comply with 609.2.2 Non -Circular Cross Section. Grab bars with 703.5.5 Character Hei ht. Minimum h EXCEPTION: In alterations, when the provision of a counter com I in with 9 4. I g c aracter height shall comply with Table 703.5.5. Viewing distance shall be the number f PY 9 0 4 woex result ai a reduction of 7.1 Circular Cross Section. Handrail gripping surfaces 309.4 and shall be 7 inches (180 mm) minimum and 9 non. circular cross sections shall have a measured as the horizontal distance between h o ex sting counters e work stations or a reduction of the number w ld re moil x with it t e character and on obstruction reventin further a roach 9 bo es, the a c cu ar cross section shall have an outside Biometer inches (23O mm) maximum in front of the water closet cross-section dimension of 2 inches (51 mm) towards the sign. Character het ht shall be based on the u er I P 9 PP counter shall be permitted to have a portion which is 24 inches (610 mm Ion minimum com I in with 9 9 pp case tetter "I ) 9 , t y c 04.4.1 of 1 1 4 inches (32 mm) minimum and 2 inches (51 mm) measured ho the centerline of the dispenser. The outlet of �. maximum and a perimeter dimension of 4 inches provided that the required clear floor or ground space is centered on the accessible length of the counter. maximum. the dispenser shall be 15 inches (380 mm) minimum and 100 mm minimum and 4.8 inches 120 mm Table 703.5.5 Visual Character Hei ht ry'`X; 21/4'mex 48 inches (1220 mm) maximum above the finish floor and p 51-0' min maximum? ( ) 12"min g 505.7.2 Non -Circular Cross Sections. Handrail ?ripping shall not be located behind grab bars. Dispensers shall not surfaces with anon -circular cross section shall have a be of a type that controls delivery or that does not allow 609.3 Spacing. The space between the wall and the perimeter dimension of 4 inches (100 mm) minimum and 6 continuous paper flow. grab bar shall be 1 1/2 inches (38 mm). The space 1/4 inches (160 mm) maximum, and a cross-section between the grab bar and projecting objects below and 11/2"ml dimension of 2 1/4 inches (57 mm) maximum. (o) (b) Figure 604.7 Dispenser Outlet Location at the ends shall be 1 1/2 inches (38 mm) minimum. Figure 505.7.2 Handrail Non -Circular Cross section 604.8 Toilet Compartments. Wheelchair accessible toilet compportments shall meet the requirements of 604.8.1 The space between the grab bar and projecting objects (o) (b) 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjocent to them shall be free of sharp or abrasive elements and shall have and 604.8.$. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory above shall be 12 Inches (305 mm) minimum, projecting objects recessed objects rounded edges. accessible compartments shall comply with 604.8.2 and 604.8.3. Figure 609.3 Spacing of Grob Bars EXCEPTION: The space between the grab bars and shower controls, shower fittings, and other grab bars above 505.9 Fittings. Handrails shall not rotate within their fittings. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.1, shall be permitted to be 1 1/2 inches (38 mm) minimum. 505.10 Handrail Extensions. Handroil gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with 505.10. 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measured 609.4 Position of Grob Bars. Grab bors shall be installed in a horizontal osition in ExCEPrloNs: p 33 ches (840 mm) perpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wail hung water closets and 59 minimum and 36 inches 915 mm 1. Extensions shall not be required for continuous handrails at the inside turn of switchback or do le stairs and ram s. ( ) maximum above the finish floor measured to the rs Of the ri ll 9 9 p inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall. surface, exce t that at water I P 9 PP 9 2. In assembly areas, extensions shall not be required for romp handrails in aisles serving seating where the handrails are discontinuous to p c asters for children's use complying with 604.9, grab bars shall be installed in a provide access to seating and to permit crossovers within aisles. Wheelchair accessible compartments for children's use shall be 60 inches (1525 mm) wide minimum measured horizontal osition 18 inches 4 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configuration. perpendicul r to the side wall, and 59 inches 1500 mm dee minimum f r ll h me r pp (ipp mm) minimum and 27 inches wee cab maximum above the finish floor q ( ) P o wa ung and floor mounted amu ed to the top of the gipping surface. The height of the lower grab bar on the back wall of a bathtub water closets measured perpendicular to the rear wall. shall comply with 607.4.1.1 or 607.4.2.1. 505.10,1 Top and Bottom Extension of Romps. Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to o wall, guard, or the landing surface, or shall be continuous to the 609.5 SUrfOCe HOZardS. Grob bars and any wall Or other SurfaC@S adjacent to grab bars Shall be free Of Sharp handrail of an adjacent romp run. 12"min 1,12" min or abrasive elements and shall have rounded edges. shall ext Top Extension at Stairs. Al the top of a stair fli ht, hondroils �j-- alternot 609.6 Fittings. Grab bars Sh011 not rotate Within their fittings. mini extend inning dirt' above the landing for 12 inches xten mm) 58rmin Wmin door 609.7 Installation. Grab bars shall be installed in an manner that rovid minimum beginning directly above the first riser nosing. Extensions shall y p es p gripping surface at the Specified return to a wail ward or th 1 d' f l location d th t Height to Finish Floor or Ground From Baseline of Character Horizontal Viewing Distance Minimum Character Height 40 inches (1015 mm) to less less than 72 inches (1830 mm) 5/8 inch (16 mm) than or equal to 70 inches (1780 72 inches (1830 mm) and 5/8 inch (16 mm), plus 1/8 inch (3. mm) V W greater mm) per foot (305 mm) of viewing 0 U distance above 72 inches (1830 mm) Greater than 70 inches (1780 mm) to less than or equal to less than 180 inches (4570 mm) 2 inch (51 mm) 180 inches (4570 mm) and 2 inches (51 mm), plus 1/8 inch (3.2 120 inches (3050 mm) � greater mm) per foot (305 mm) of viewing M- [� �4M distance above 180 inches (4570 mm) Greater than 120 inches (3050 mm) less than 20 feet (6400 mm) 3 inch (75 mm) 21 feet (6400 mm) and greater 3 inches (75 mm), plus 1/8 inch (3.2 w CC3 r. -t mm) per foot (305 mm) of viewing t� distance above 21 feet 1 (6400 mm) 2" max 4• m `� counter Figure 904.3.2 Check -Out Aisle Counters I plann- 904.4.1 Parallel Approach. A portion of the counter surface that Figure 904.4 (Exception) Alteration of is 36 inches (915 mm) long minimum and 36 inches 915 mm Sales and Service Counters high maximum above the finish floor shall be ( ) provided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach adjacent to the 36 inch (915 mm) minimum length of counter. EXCEPTION: Where the provided counter surface is less than 36 inches (915 mm) long, the entire counter surface shall be 36 inches (915 mm) high maximum above the finish floor. 904.4.2 Forward Approach. A portion of the counter surface that is 30 inches (760 mm) long minimum and 36 inches (915 mm) high maximum shall be provided. Knee and toe space complying with 306 shall be provided - - under the counter. A clear floor or ground space complying with 305 shall be positioned for a forward approach «orlon s an a does not obstruct the required clear floor space. 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 mm) minimum above the to the counter. . g e on Ing sur ace, or shall be continuous to � 4•nl�( finish f00r Or grOUnd. the handrail of an adjocent stoic frgnt. - - 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or L horizontal force of 250 ounds 1112 N is a lied at an EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply with 703.5.6. 904.5 Food Service Lines. Counters in food service lines shall comply with 904.5. P ( ) pp y point on the grab bar, fastener, mounting device, or 904.5.1 Self -Service Shelves and Dispensing Devices. Self-service shelves and dispensing devices for tableware, 4• supporting structure. 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent minimum and 30 dishware, condiments, food and beverages shall comply with 308. Figure 505.10.1 Top and Bottom Handrail Extension at Ramps percent maximum of the height of the character. 904:5.2 Tray Slides. The tops of tray slides shall be 28 inches (710 mm) minimum and 34 inches (865 mm) the bo.3 Bottom Extension at Stairs, At 12"min (a) (b) CHAPTER 7; COMMUNICATION ELEMENTS AND FEATURES maximum above the finish floor or ground. the bottom of a stair flight, handrails X adult wall hung adult floor mounter water closet 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent shall extend at the slope of the stair water closet 701 General characters, excludin word s ace . and children's water closet g p s Spacing between individual characters shall be 10 ercent minimum an 904.6 Security Glazin .Where counters or teller windows have securit lazin to se orate r n flight fora horizontal distanced least 701.1 Scope. The provisions of Chapter 7 shall apply where required by Chapter 2 or where referenced by o ercent maximum of charac r h i P d 35 g Y q p pe so nel from the equal to one tread depth beyond the last Fgure soa.s.t.t size of Wheelchair Accessible Toilet Figure 604.8.1.1 Size of Wheelchair Accessible requirement in this document. P to e ght. public, a method to facilitate voice communication shall be provided. Telephone handset devices, if provided, shall Compartment Toilet Comportment comply with 704.3. riser nosing. Extension shall return to a 702 Fire Alarm Systems 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a messo e shall be wall, guard, or the landing surface, or 604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except that if the 702.1 General. Fire alarm systems shall have permanently installed audible and visible alarms complying with 135 ercent minimum and 170 er n g shall be continuous to the handrail of an NEPA 72 (1999 or 2002 edition) incorporated b r p p ce t maximum of the character height. approach is to the latch side of the compartment door, clearance between the door side of the compartment y eferenc ti see "Referenced Standards" in Chapter 1), except adjacent stair flight. and any obstruction shall be 42 inches (1065 mm) minimum. Doors shall be located in the front partition or that the maximum allowable soon level of audible notification appliances complying with section 4-3.2.1 of 703.6 Pictograms. Pictograms shall comply with 703.6. in the side wall or partition farthest from the water closet. Where located in the front partition, the door NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum heoring distance from • Note: x=tread depth opening shall be 4 inches (100 mm) maximum from the side wall or partition farthest from the water closet. the audible appliance. In addition, alarms in guest rooms required to provide communication features shall 703.6.1 Pictogram Field. Pictograms shall have a field het ht of 6 inches comply with sections 4-3 and 4-4 of NFPA 72 1999 edition 9 Figure 505.10.2 Top Handrail Extension Figure 505.10.3 Bottom Handrail Extension Where IocatQd in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from the ( ) or sections 7.4 and 7.5 of NEPA 72 (2002 (150 mm) minimum. Characters and braille shall not be located in the 8" in at Stairs at Stairs front partition. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both edition), pictogram field. sides of the door near the latch. Toilet comportment doors shall not swing into the minimum required EXCEPTION: Fire alarm systems in medical care facilities shall be permitted to be provided in accordance with CHAPTER 6: PLUMBING ELEMENTS &FACILITIES compartment area. Industry practice, 703.5.2 Finish and Contrast. Pictograms and their field shall have o 601 General 601.1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced by a 604.8.1.3 Approach_ Compartments shall be arranged for left-hand or right-hand approach to the water closet. 703 Signs non -glare finish. Pictograms shall contrast with their field with either a MEN pmflald 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one light pictogram on a dark field or o dark pictogram on a light field. equirement in this document. sign with both visual and tactile characters, or two se Figure 703.6.1 Pictogram Field 604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 parate signs, one with visual, and one with tactile 703.6.3 Text Descriptors. Pictograms shall have text descriptors 602 Drinking Fountains inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond the characters, shall be provided. located directly below the pictogram field. Text descriptors shall comply with 703.2, 703.3 and 703.4. 602.1 General. Drinking fountains shall comply with 307 and 602. compartment -side face of the partition, exclusive of partition support members. Compartments for children's use 703.2 Raised Ghoracters. Raised characters shall comp) with 703.2 and shall be du licated in r shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. Y p b idle complying 703.1 Symbols of Accessibility. Symbols of accessibility shall com I with 703.7. 602.2 Clear Floor Space. Units shall hove a clear floor or ground space complyin with 305 positioned for a EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 with 703.3. Raised characters shall be installed in accordance with 703.4. pt' forty r ad a r h q pp ooc and centered on the unit. Knee and toe clearance complying with 306 shall be provided. mm) deep with a wall -hung water closet or 65 inches (1650 mm) deep with a floor -mounted water closet. Toe 703.2.1 De th. R 703.7.1 Finish and Contrast. S mbols of acces iii p a sed characters shall be 1/32 inch (0.8 mm) minimum above their background. S mbols of ac Y s b ty and their background shall hove anon- lore finish. XCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout clearance at the side partition is not required in a compartment greater than 66 inches (1675 mm) wide. Toe Y cess loll ty shall contrast with their back round with either a li ht s m I g is 30 inches (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) maximum clearance of the front portiiion is not required in a compartment for children's use that is greater than 65 703.2.2 Case. Characters shall be uppercase. a dark symbol on o light background. 9 9 y bo on a dark background or from the front edge o{ the unit, including bumpers. inches (1650 mm) deep. 703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or 703.7.2 Symbols. Operable Parts. Operable parts shall comply with 309. of other unusual forms. partition partition 703.7.2.1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 602.4 Spout Height. Spout outlets sholl be 36 inches (915 mm) maximum above the finish floor or round. 703.7.2.1. g I 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 6'min a"min I 0' is 55 percent minimum and 110 percent maximum of the height of the uppercase letter '1". 703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure 703.7.2.2. inches (125 mm) maximum from the front edge of the unit, including bumpers. 1 703.2.5 Character Height. Character het ht measured vertically from the baseline of the character shall be 5/8 703.7.2.3 Volume Control Telephones. Telephones with a volume control shall be identified by a pieta ram of a ( ) i 8•� inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter "I". telephone handset with radiating sound waves on a square field such as shown in Figure 703.7.2.3. q 602.6 W r h ate Flow. The spout shall provide a flow of water 4 inches 100 mm EXCEPTION: W ere separate raised and visual characters with the same information are provided, raised character high minimum and shall lot located 5 inches (125 mm) maximum from the front 5" 15" 'n 9 J T - � height shall be permitted to be 1/2 inch (13 mm) minimum. 703.7.2.4 Assistive Listening Systems. Assistive listening systems shall be identified by the International Symbol of of the unit. The angle of the water stream shall be measured horizontally relative Access for Hearing Loss complying with Figure 703.7.2.4. to the front face of the unit. Where spouts are located less than 3 inches (75 �►� distance between mm) of the front of the unit, the angle of the water stream shall be 30 degrees (a) RARv corresponding dots in adj t (b) la) cells maximum. Where spouts are located between 3 inches (75 mm) and 5 inches elevation adult elevation children single (125 be 1 maximum from the front of the unit, the an le of the water stream aO" distance between • • O braille Gen ��� shall be 15 degrees maximum 9 Figure 602.5 Drinking dots in the mom Fountain Spout Location cell • O • O O �. Figure 604.8.1.4 Wheelchair Accessible Toilet Comportment Toe Clearance 518"- "min O O O O O blank space ..... 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 604.8.1.5 Grab Bars. Grob bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be between words disto s between corresponding raised dot 38 inches 965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or ground. provided and i hall be located on the wall closest to the water closet. In addition, o rear -wall grab bar dots from one cell direc y • O O O •�_�- complying with 604.5.2 shall be provided. Figure 703.2.5 Height of Raised Characters below • • O O • •base diameter Figure 703.7.2.1 Figure 703.7.2.2 Figure 703.7.2.3 Volume Figure 703.7.2.4 603 Toilet and Bathing Rooms O O O O O International Symbol of International Symbol of Control Telephone International Symbol of 603.1 General. Toilet and bathing rooms shall comply with 603. 604.8.2 Ambulatory Accessible Comportments. Ambulatory accessible comportments shall comply with 604.8.2. `�no raised dot Accessibility TTY Figure 703.3.1 Braille Measurement Access for Hearing Loss Clearances. Clearances shall comply with 603.2. 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of the 705 Detectable Warnings 604.8.2.1 Size, Ambulatory accessible compartments shall have a depth of 60 inches (1525 mm) minimum and a height of the character. 603.2.1 Turning Space. Turning space complying with 304 shall be provided within the room. width of 35 inches (890 mm) minimum and 37 inches (940 mm) maximum. 705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall com I with 705. 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent P Y CHAPTER 6: P 1M IN FMFNT4 R �nru iTl S (CONT.) 604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404, except that if the raised characters within a message, excluding word spaces. Where characters have rectan ular cross i n 705.1.1 Dome Size, Truncated m i a roach i pp s to the latch side of the compartment door, clearance between the door side of the comportment s acin between individual raised characters sh II 9 sect o s, do es n a detectable warning surface shall hove a base Biometer of 0.9 inch 603.2.2 v rl p g 0 e ap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to and any obstruction shall be 42 inches (1065 mm) minimum. The door shall be self-closing. A door pull character stroke width m o be 1/8 inch (3.2 mm) minimum and 4 times the raised (23 mm) minimum and 1.4 inches (36 mm) maximum, a top diameter of 50 ercent of the base m over aximum. Where characters have other cross sections, s acin between individual raised minimum to 65 P d a tetter aP complying with 4e min shall re placed m both sides of the door near the latch. Toilet comportment doors shall characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised choractergstroke width maximum at percent of the base diameter maximum, and a height of 0.2 inch (5.1 mm}. shall 3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors not swing into the minimum required comportment area. the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke 705.1.2 Dome Spacing. Truncated domes in a detectable wornin surf h shall be permitted to swing into the required turning space. width maximum at the top of the cross sections. Characters shall be se orated from raised borders and 9 ace s all have acenter-to-center spacing EXCEPTIONS: P of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum, and a base -to -base spacing of 0.65 1. Doors to a toilet room or bathing room for a single occupant accessed only through a private office and not decorative elements 3/8 inch (9.5 mm) minimum. inch (17 mm) minimum, measured between the most adjacent domes on a square grid. for common use or public use shall be permitted to swing into the clear floor space or clearance provided the 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within o messo e 705.1.3 Contrast. D swing of the door can be reversed to comply with 60dual shall be 135 percent minimum and 170 percent maximum of the raised character height. g fight -on -dark, or dorkctoablel9h{rning surfaces shall contrast visually with adjacent walking surfaces either 2. Where the toilet room or bathing room Is for individual use and a clear floor space complying with 305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear 703.3 Braille. Braille sholl be contracted (Grade 2) and shall comply with 703.3 and 703.4. floor space or clearance required for any fixture. 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above Table 703.3.1. The indication of on uppercase letter or letters shall only be used before the first word of lavatories or countertaps shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) sentences, proper nouns and names, individual letters of the alphabet, Initials, and acronyms. maximum above the finish floor or round. i� 2017 Copyright 2017 by JT Designers - These drawings $Cope �faw7ng5: the exclusive property of JT Designers, awi The (� • t,T • : 1472 +/_ g p j J T DESIGNERS INC . ISSUE: original (dens represented here, by these drawings, shall not b( TT Those drawl s indicate the enteral sco of the ro ec[ in tetras ofarchiteclural TITLE: be used, altered or reproduced in any matter without the y design concept, the dimensionsofthebuildin them orarohitecttwalelements express written <ansent of JT Designers. in<. and thew Ofstruc g' PLANNING CONSULTANTS SHEET: over en dimensions on these Contras shod have rift', a en<e pe tW'at, meChatrLCal and electrical systems. Tile drawings do nOi ' (� D 7] �+ over any scaled r, all ime Contractor must verify, and necessari( indicate or 211 1 S. RI1 1 ER A V Ti. - SUITE H be responsible for, all dimensions an the job site. JT T Y Y describe all workrequired tur full pertomlance attd �t� Designers Inc.. must be notified of any variations from the USE: B -BUSINESS completionoftherequirementsofthecontract. On the basisofthegeneralscope INDIANAPOLIS IN 46129 dimension or any other die<repand"e shown on these q y indicated ar tion sed, the trete no ftbe wo shat) f'umish alt items required fur the PH: 317-828-1166 FAQ: 317-493-1805 I drawings. C �N S T: y _ proper execution and completion of'tha wotfc. ®'signer e -m : JTDESIGNERSINC GMAIL I a OWNER: O aN cV M O ao� N we � w...� Z W2 5g� wC'n O s -= QW L I P :,���,,i Q� .�&�s-r-R•:'p�9�,I 0 * A nnnnnnnnn •k I�i;C� l) r_'� , � W � E V W E''c� 0 U [--+ W N N r, 0 N c� E �H.�.1 04 T••�1 � M- [� �4M � 1` to U OV O 1-1 w CC3 r. -t t� 1 O a �D ",, O _ 4 • y�y tf "CCB rte-+ 0 it N a'' � O Q ~ � 4 . Fr --i � CC3 00 Q ?i Q) -= QW L I P :,���,,i Q� .�&�s-r-R•:'p�9�,I 0 * A nnnnnnnnn •k I�i;C� l) L, Z r L, r_'� , � W � p" � �� M la .1 �� O � T••�1 � L, Z r L, r A,w, EX7EEROfR ELE\/A7ION © 2017 Copyright 2017 by JT Designers — These drawings REMODEL Scope Drawings: are the exclusive property of JT Designers. Inc. The original Ideas represented here, by these drawings, shml not SQ. . FT.: 1472 +/— These drawings indicate the general scope ofthe project in teems ofarchitectural be used, altered or reproduced in any matter without the y design concept, the dimensions ofthe building, the major architectural elements express written consent of JT Designers, Inc. l Written dimensions an these drawings shall have precedence and the type of structural, mechanical and electrical systems. The drawings do not beany scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and responsible for, oil dimensions on the job site. JT completionofther unementsofihecontract. On the basisoftltegeneralscope USE: B—BUSINESS Designers Inc., must be notified of any variations from the dimension or any other dlscrepancies shown on these indicated ordescibed, the trade contractors shall fnnishall item required for the ®esign drawings' CON ST:V— B proper execution and completion ofthe work T DESIGNERS INC. ISSUE: ? LANNING CONSULTANT S 11 S. RITTER AVE. - SUITE H PH:'317828 11666 M: 317-493-1805 SCALE: I/g" = I' -O" TITLE: _ �® � fi �/ fiJ RA L 7E PLAN OWNER: �•••••.\ S T E•••• G R � * A r%AAAnnnAA L 11tt IT l'�-- _ �o 00 ODM 4 � � 0 Z O a� �•••••.\ S T E•••• G R � * A r%AAAnnnAA L 11tt IT CA 1A CZ �w OOd- W goo Q ZA CA '� U 224 i' H � o �w D 4 C PC M l'�-- _ CA 1A CZ �w OOd- W goo Q ZA CA '� U 224 i' H � o �w D 4 C PC M GENERAL NOTE5 I. l=ire barrier shall be continuous from outside wall to outside wall, from another fire barrier to a fire barrier, or a combination thereof: including continuity through all concealed spaces such as those found above a ceiling, including interstitial spaces. Openings through floors, such as stairways, elevator hoi5tways, and 51hoftway5 used for light, ventilation or building services, shall be enclosed with fire barriers (vertical) such as wall or, partition assemblies. Such enclosures shall be continuous from floor to floor. Openings shall be protected as appropriate for the fire resistance rating of the barrier. Passages of pipes, conduits, bus ducts, cables, WIre5, oirduct5, pneumatic ducts, and similar buildings service equipment through fire barriers shall be protected as follows: The space between the penetrating item and fire barrier shall be filled with a material capable of maintaining the fire resistance rating of the fire barrier product. Product used must meet test methods ASTM Eb4 or UL 147ci for fire rating. Provide detailed wall, floor/ceiling assemblies, specify materials and give laboratory listing ff design numbers. Show fire protection under tubs, showers, fireplace and HVAC. Give detailed fire stopping in concealed spaces of each floor/ceiling level and wall (NFPA 101 6-2.2, OFGO-13 s 14). Fire barriers oholl be effectively and permanently identified with 2" stenciling above any decorative ceiling and concealed spaces. (Smoke/fire barrier protect all openings installed 12 ft. on center.) 2. Rooms or areas designated for storage, mechanical, furnace room or janitor closet shall be separated from the rest of the buiilding by good one hour rated fire -resistive construction with all openings protected by 45 minute labeled fire door assembly. 3. All exit doors to have approved panic hardware (NFPA 101 5-2.1.7). 4. The floor on both sides of o door, Shall be level and shall have the same elevation on both sides of the door, for a di5tonc_e on each Side at least equal to the width of the widest single door (NFPA 101 5-2.1.3.3). 5. All landings and steps shall be solid with no perforations at all. There 51holi be no nosings or open toe risers on any steps regardless of size and shall be at least 44 inches wide and have treads with o minimum of -f inches in height. Disable access landings shall be 60 Inches. 6. Provide sturdy handrails on both sides of any steps three or more risers in height (34" handrail). (42" guardrail along open side of stairs.) 7. Every door inside and outside every building shall be provided with handicap hardware (levers, panic hardware, or u-shope designed devices, etc.). SCALE: NTS 6" 1 EXIT T- 0600: •00 :0 PLASTIC WALL SIGN WITH ADA APPROVED 6RAPHIGS AND RAISED BRAILLE LETTERING SGHEDULED WALL GONSTRUGTION CONTINUOUS PERIMETER WOOD BLOCKING ROLLED EDGE SEMI -RECESSED FIRE EXTINGUISHER GABINET - R000H OPENING 25" x IO 1/2" x 3" - SIM. TO LARSEN'S (B240q-R5) BOTTOt-f OF FIRE EXT I NC -7U I SHER GAB!NET SHALL BE + 4'-O" A.F.F. NOTE: THE GONTRAGTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY NFPA 10, GOORD I NATE 4TH LOGAL FIRE DET. � 7o C5 INET �'=7AIL Ib" 516NA6E ZONE TO LATCH SIDE OF DOOR NEA EXITIN6 SIGNAGE MOUNT SIGN 48" MIN AND 60" MAX H16H ON WALL O _ t O � w EXIT 516NA6E SHALL BE MOUNTED TO LATCH SIDE OF DOOR - 516N SHALL BE PRINTED AND IN BRAILLE - TYPICAL AT BOTH EXITS SIN A515 .)T \GE MALL 2 JOIST - .ANT UP 6 OF :I NG, F"15T I NG, ^ALL EXISTING DOOR IS EQUIPPED WITH PANIC, HARDWARE AS PART OF BUILDING, SHELL t B.9 UIILIIT LS1,1 SCALE NTS LS1,1 SCALES 3/16" = 1'-0' — These drawing= ore the exclusive property of JT Designers, Inc. The re 20 the Copyright p.rt by JT Dee Designers, oriI ideas represented here, by these drawings, shall not SQ. FT.: 1 472+/- Scope Drawings: These drawings indicate the general scope of the project in terms ofarchltectural g p p ' J DESIGNERS INC ISSUE: begused. altered or reproduced in an matter without the v express written consent of JT Designers, Inc. y design concept, the dimensions of the building, the major architectural elements PLANNING CONSULTAN;I'S Written dimensions on these drawings shall hove precedence and the of 1, systems. The drawings do not � 8 mechanical andeuire 211 S. RITTER AVE. - SUITE H over any scaled dimensions. Contractor must verify, and De responsible for, all dimensions on the job site. JT Designers Inc., must be notified any variations from the USE: USE: B -BUSINESS necessarilyindieatenrdescribeallwo�Yroquiredforfullperformanceand ca ftord f eo letionofthe requirements On the basis n''' r� INDIANAPOLIS IN 46129 ci dimension or any amer a�sarapanues mown on mese r""{ indicated or deseibed, the trade contractors shall furnish all items required for the PH: 317-828-1166 FAX: 317-493-1805 drawings. CONST:V- B®esigner proper execution and completion of the work. -�: JTDESIGNERSINC GMAIL EXISTING DOOR IS EQUIPPED WITH PANIC, HARDWARE AS PART OF BUILDING, SHELL t B.9 UIILIIT I � 10'I 22LLJJ L i M B.5 — I I I I AAXIN6 R05'// ' 108 � r""{ ! I ! AT MANICURE STATIONS 10 44" AGGESS LANE THR SPAGE -FRONT TO REA K :z Z Zz o BQ 7 az a� a W w A.7 OPEN BAY FOR EQUIPMEI` DART AND ADA AGGESS T PEDICURE CHART PEDICURE CHAIRS ARE SE AT FLOOR LE\/E A.3 ---J—OWNER: EMPLOYEE LOUNGE � lu /2 H � .41 BRAIL E EXTZ=,: 1G,NA E H w N C'4 CIS T RE5T ROOM "M L SET ►"'� III A F CIS a� Z oO M � I d I � zQ ? �W -. 1z o� ! � � W 6% �ROA���3326�j/SYYJEAP//%.fh" ® - SEAL i M — I I I I O ADA SEATING LOGATION r""{ ! I ! AT MANICURE STATIONS 10 IINAITINC7 AREA 00SIR - '0000 0000 C: EXISTING CONCRETE 51DEW?tLK -EWA4-L-LE -E#IT - SIG,NAG,E THIS DOOR SHALL BE MARKED TO REMAIN UNLOCKED DURING ALL HOURS OF OPERATION SI'=7� SCALE: 5/16" = I' -O" L I �=E SAFE7'�/ /�►��►-�►���► 0000 0000 0000 � ►,,. �� 0000 - - � ��'���unuuunuunu� , • � FrTTTT onnon■■o 00 00 �i 0000. 0000. • 0000. 0000: — : is �• 0000. 0000. ■ -- 14-72 SF SEFOAGE AREA 0015 PERSONS E3Y GODE: DESION LOAD 54 + 10 STAFF • - • 0000 • 0000 PERSONSAT PER PERSON •- REGUIREDi — 6' PROVIDED • • r; T- N C 14 N -PROVIDE AND INSTALL 200AMP 42 POLE PANEL -PROVIDE AND INSTALL 12" PHONE -CONDUIT WITH PULL WIRE AT PANEL LOCATION PROVIDE AND INSTALL "TORX" STYLE MEGHANIGAL TIME GLOGK AND CONDUIT RUN TO FRONT FACADE FOR 516NACGE PROVIDE AND INSTALL ELEGTRIGAL CONNECTION TO WATER HEATER UNIT < IN FRONT DE FOR TENANT ,6E LL 5_C,,0FE FL SCALE: 1/5" = 1'-0" >=u-rGE�lInR REMOTE NGY LIGHT ''E PROVIDED TALLIED BY \4T AND REAR) LIOHfi (sw LL 5COFE FLAN SCALE: I/8" = 1'-0" ©2017 Copyright 2017 by JT Designers — These drawings IMMUDEL Scope Drawings: are the exclusive property of JT Designers, Inc. The [� These draw original Ideas represented here. by these drawings, shall not S Q . l+ T.: 14i2 +/— � indicate the general scope ofthe project in terns of architectural be used. altered or reproduced in any matter without me y design concept, the dimensions ofthe building, the major architectural elements express written consent these drawings shall have precedence JT Designers, Inc. he Written dimensions se tand the type ufstruclural, mechanical and electrical systems. The drawings do not over any scaled dimensions. Contractor must verify, andT necessarily indicate or describe all work required for full perfommanceand be responsible for, all dimensions on the lob site. JT — completion ofthe requirements ofthe contract. On the basis ofthe general scope us Designers Inc., mt be notified of any variations from the USE: BB��f711�1 �f�1� I dimension or any other disarepanaes shown on these indicated or descibed, the trade contractors shall furnish all items required for the draw,ngs. C 0 N S T : V — B proper execution and completion of the work INATION EXIT SENGY LIGHTING SHALL BE IDED AND -LED BY LL JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 211 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 igner PH: 317-828-1166 FAX: 317-493-1805 WATER SERVICE TO BE BROU6HT TO SPAGE AND BAGKFLOW DEVICE INSTALLED AND FUNGTIONIN6 --HATER TO BE RUN TO RESTROOM AREA — REFER TO PLUMBING PLAN (PI.I) '- PLUMBING FIXTURES TO BE INSTALLED AND FUNGTIONIN6 — REFER TO PI.I FOR F I XTURE SPEGIFIGATIONS D_\ -NATER, HEATER AND MOP SINK TO BE INSTALLED AND FUNGTIONIN6 — REFER TO P1.1 FOR FIXTURE SPECIFICATIONS UNDER SLAB SEWER LINES TO BE INSTALLED AS PART OF SHELL 6A5 LINE TO BE RUN TO RTU UNIT — (NOT 5H01\4N FOR CLARITY) L� LL SCOFF FLAN SCALE: I/8" = 1'-0" (f, H\/AC- LL COPE N SCALE: 1/8" = I' -O" UTILITIES SHALL BE - BROUGHT TO TH I S ROOM - SEE SYSTEM PLANS XHAUST FAN SHALL E INSTALLED TO ROVIDE COMPLETE ESTROOM TU UNIT SHALL BE STALLED ON ROOF 5 PART OF SHELL - � IT SHALL BE 31JIVALENT IN ERFORMANGE TO �NANT SPEG'D UNIT REAR EXIT DOOR OWNER. SHALL BE INSTALLED A5 PART OF SHELL —"HATCHED" WALLS TO BE GONSTRUCTED BY LANDLORD - SEE AI.I FOR - DIMENSIONS RESTROOM SHALL BE GONSTRUGTED AS PER TENANT PLANS '-DOOR TO RESTROOM SHALL BE INSTALLED A5 PART OF LANDLORD SCOPE O wN r --t H I N M O W 94 0 d- WM O II II �w wNo Cd STOREFRONT AND _ ENTRY DOOR SHALL C - BE INSTALLED AS Q l�„1 cd PART OF BUILDING ¢„ SHELL I 0 O Eww• ,� .� 4LI1� .Zo INC M ARC, fiE C, J I C,,0F SCALE: I/8" = I' -O" Ot�`�e1STE'Plot�1 No LANDLORD SHELL CONDITIONS: ' 0 3326 THE FOLLOWING CONDITIONS SHALL BE PROVIDED TO TENANT AS A S A MINIMUM AGGEPTABLE SPAGE UTILITIES: POWER — (1) 200 A 120/208V 3 PHASE 42 POLE PANEL —FULLY BREAKERED SEA PHONE/ DATA - (1) 1 2" CONDUIT FROM BUILDING D -MARK TO TENANT PANEL BOARD AREA ri 6A5 - MINIMUM 14" GAS LINE TO TENANT AREA (INCLUDING \ w CONNECTED HVAC UNIT) E-34 WATER - MINIMUM 14" DOMESTIC, WATER SERVIGE - DISTRIBUTION TO RESTROOM AND WATER HEATER/MOP SINK SEWER - AGGESS TO BUILDIN6 SEWER MAIN AND ALL UNDER SLAB BRANCH SYSTEM AS PER TENANT PLANS SLAB - SMOOTH, GLEAN, LEVEL SLAB WALLS - DEMISIN6 WALLS TO BE SMOOTH AND GLEAN. WALLS TO EXTEND FROM FLOOR TO DECK AND BE READY FOR FINISH. a N INTERIOR PARTITIONS TO BE GONSTRUGTED AS NOTED DOORS - FRONT, REAR, RESTROOM, AND MEGHANIGAL ROOM DOORS TO BE INGLUDED AS A MINIMUM - OTHER INDICATED DOORS CHconN TO BE NEGOTIATED � !w � � Ro PLUMBIN6 - RESTROOM FIXTURES TO BE INSTALLED AS PER TENANT ctl �•w OOd- PLANS - WATER HEATER AND MOP 51N< TO BE A5 PER TENANT W U 04 4 SPED O •i+ O Z a HVAC - ROOF TOP HVAC, UNIT TO BE EQUAL TO OR AS TENANT SPEC - RESTROOM EXHAUST FAN TO BE BE INGLUDED Q F__4, LIGHTING -ALL EXIT AND EMERGENCY LIGHTING SHALL BE ® r� INSTALLED a we 0 4) POWER DISTRIBUTION PANEL TO BE INSTALLED AND ELEGTRIGAL M GIRGUITIN6 INSTALLED AND GONNEGTED TO ITEMS REQUIRED AS O PART OF OTHER SCOPES (HVAC, AND PLUMBING). 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The Drawings: original ideas represented here, by these drawings, shall not SQ. Fi T : 1472+/- 'These drawings indicate the general scope ofthe project in terms of architectural ex used, altered or reproduced in any matter without they design concept, the dimensions ofthe buildin the major architectural elements press written consent of JT Designershall have precedence , inc. Written dimensions on these drawings and the type ofstructural, mechanical and electrical systems. The drawings do not over any scaled dimensions. Contractor must verify, and necessarily indicate or describe all work required for full performance and be responsible far, all dimensions on the job site. JT �l W'• Designers Inc., must be notlfled of any variations from the USE: B—BUSINESS completion ofthe requirements ofthe contract. On the basis ofthe general scope dimension or any other discrepancies shown on these indicated or descibed, the trade contractors shall furnish all items required for the drawing=. CONST ,V— B proper execution and completion ofthe work i TO CL6 Z TO GL6 WALL COLUMN E WALL JT DESIGNERS INC. ISSUE: PLANNING CONSULTANTS 211 S. RITTER AVE. - SUITE H INDIANAPOLIS IN 46129 ner PH: 317-828-1166 PAX: 317-493-1805 NOTE: ALL FINAL SELECTIONS TO BE VERIFIED WITH OWNER TAG MATERIAL I`lV I t"tL-L- I 1 CI"I= MF6 VS=LJ STYLE COLOR <)LOOR � � IA SE ALED CONCRETE THORO-SEAL MATTE CLEAR H _0 M IB CONCRETE STAIN Hct G MATTE GHOGOL� O 2 GERAMIG TILE PRIMO CLASSIC BRIGANTE 2"x24" MATTE WHITE yy� z O 3 GERAMIG TILE WEI55 TILE 13"xl3" MATTE ^HITE 6i BLACK #E O � 4 GERAMIG TILE BELO TILE HORIZONTE GRI 24"X24" MATTE (MARBLE) 5 CERAMIC TILEBRIGANTE PRIMO CLASSICWHITE 4X24" MATTE (MARBLE) b GERAMIG TILE MOVE SILVER q"X24" MATTE SILVER WHITE eWALL PTD I OINT PED DRYWALL SHER. WILLIAMS PRO MAR 200 LTX EGG SHELL SW6251 OUTERSPAC PTD 2 PAINTED DRYWALL SHER. WILLIAMS PRO -MAR 200 LTX EGG SHELL 5W6065 BONDA FIG PTD 3 PAINTED DRYWALL SHER. WI LL I AMS PRO -MAR 200 5EMI-GLOS5 SW6258 TRICORN 51 PTD 4 PAINTED DRYWALL SHER. WILLIAMS PRD -MAR 200 LTX EGG SHELL 5^6255 MORNING F 6F EXISTING STOREFRONT TUBELITE CLEAR ADON I ZED GT I GERAMIG TILE DAL -TILE POLISHED TILE (13X13) VICTORIA WHITE aBASE ABI PAINTED WOOD BASE Ip MDF 10" WOOD BASE DRK GRA' kN5 2 PAINTED WOOD BASE 10,. MDF 10" WOOD BASE BLACK -MI WB 5 GERAG BASE DAL -TILE 6" WALL BASE WHITE ]CEILING STANDARD AGDUS TILE ARMSTRONG RADAR WHITE GRID ARM57RON6 DONN WHITE 2 PAINTED STRUCTURE SHER W ILLI AMS DRYFALL MATTE: BLS DMILLWO K I O (MRBL/GRAN) LOCAL POLISHED WHITE 2 (MRBL/GRAN) 0 LOCAL POLISHED BLACK 3 SEALED WOOD LOCAL POLY SEALED WALNUT `} ENAMEL SHER WILLIAM5 61-055 TRICORN BLp ALT MAT. FYPON FRP BLACK 5 DECOR CURTAIN LOCAL 6LA55 BEAD GOL GOLD b MIRROR LOCAL 24"X60" OFLOOR ^ALL FINISH x WALL BASE ❑ CEILINC- O SPECIAL NOTE: GG TO PAINT I' SQUARE SAMPLE ON WALL PRIOR TO FULL PAINTING %TE: �O1'i1-11 P50118 aCK GK FLOOR � N SH 5 SCALE: 1/4" = I'-0" �:NSH / CEILINCS FLAN5 t THE TILE SHOP OV�►TNER: VICTORIA WHITE POLISHED CERAMIC, 6" BULL NOSE 13X1✓ TILE 13X13 TILE: 13X13 TILE 6" COVE BASE: LE LA"�OJ7�RR .E: 1/2" = 1'-0" BLACK AND WHITE TILES SHALL BE INSTALLED IN GHEGKERBOARD FASHION ALL FLOOR TRANSITIONS SHALL BE INSTALLED WITH 5GHLUTTER EDGE TRIM OR TRANSITION �QHILIP 3V� G�STF 4Q- No. A nnnnnn i%,IPH •I O � � M � Nas H _0 M 0 O �D `p yy� z O O � a 6" i �QHILIP 3V� G�STF 4Q- No. A nnnnnn i%,IPH •I M Z7 4 N � � M M Z7 4 N